FLD2003-07034, PLT2003-00009
FLD2003 -07 034/
PL T2003-00009
HARBORSIDE- '
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ADDITION
LOT 46
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SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA
LEGEND:
FCII _ FOUHO CllHCRETE __NT C.B.S. . CONCRETE BlOCK STUCCO
FIR . FOUHO IRON ROO CONC. . CONCRETE
FCIR . FOUHO CAPPEO IRON ROO SCIR _ SET CAPPEO IRON ROO LB 692B
F IP II FOUND IACtI PIPE Ale II AIR COHO I TIONEA
FPIP . FOUHO PINCHEO IRON PIPE LB . LICENSEO BUSINESS
CB . CHORO BEARING 10. 10ENTlFICATI0N
ORB . OFFICiAl RECOROS IlOOX PlS. PROfESSIONAL LANO SURVEYOR
PG . PACE PSII . PROI'ESS I ONAl SURVEYOR & MAPPER
PB . PLAT BOOl Sl'1lHO . SET PARKER KAlON NAIL & OISK
CPI III PLAT El. II ELEVATION
1111I . YEASUREO 4 66 . OENOTES TeJ' OF' CuRB UEYA T I ON
IF I "F IELO 442" "OENOTES EOCE OF PAVEIlENT ElEVATION
:~: : ~~~~ATEO * " OENOTES PAl" TREE SIZE AS INOICATEO
~26 : ~5ij20 { . CENTERLINE
LFF.El, . LOllEST FINISH flOOR ELEVATION
LEGAL DESCRIPTION:
LOTS 47 & 48 OF "BAYS IDE SUBDIVISION No, 2". ACCORDING TO THE
MAP OR PLAT THEREOF. AS RECORDED IN PLAT BOOK 27. PAGES 32-33.
OF THE PUBLIC RECOROS OF PINELLAS COUNTY. FLORIDA, BEING
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 48: THENCE
NORTH 00"57'49" WEST. A DISTANCE OF 120.00 FEET TO THE NORTH
LINE OF SAID LOT 48: THENCE NORTH 89.02'11" EAST. ALONG THE
NORTH LINE OF SAID LOTS 47 AND 48. A DISTANCE OF 120.00 FEET TO
THE EAST LINE OF LOT 47: THENCE SOUTH 00.57'49" EAST. ALONG
SAID EAST LINE. A DISTANCE OF 120,00 FEET TO THE NORTH RIGHT-
OF-WAY LINE OF BRIGHTWATER DRIVE. ALSO BEING THE SOUTH LINE
OF LOT 47: THENCE SOUTH 89"02'11" WEST. ALONG SAID NORTH RIGHT-
OF-WAY LINE. A DISTANCE OF 120,00 FEET TO THE POINT OF BEGINNING.
CONTAINING 0,331 ACRES MORE OR LESS.
CERTIFIED TO:
06/10/03
1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH RIGHT-OF-WAY
LINE OF BRIGHTWATER DRIVE. ACCORDING TO THE MAP OR PLAT
THEREOF. HAVING A BEARING OF NORTH 89"02'11" EAST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V,O. OATUM OF 1929
MEAN SEA LEVEL = 0.00.
3, BENCHMARK - PINELLAS COUNTY BENCHMARK. STAMPED LP-15
(USCE 1969) 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. UNOERGROUNO IMPROVEMENTS. IF ANY. NOT LOCATEO.
HUD/FIA F.I.R.M. COMMUNITY PANEL No. 125096 0007 D
DATED: JUNE 1. 1983 FLOOD lONE: ZONE A12 lEL,ll)
TYPE OF SURVEY DATE TYPE OF SURVEY DATE
PROP. HOUSE LOC. FINAL SURVEY
HOUSE STAKEOUT UPDATE SURVEY
BOUNDARY SURVEY FIELD BOOK
BOUNDARY SURVEY OS/27/03 PAGES
E-7
16-20
EAGLE CONSULTANTS, INC.
ENG I NEERS 6) PLANNERS 6) SURVEYORS
8514 OLD COUNTY ROAD No. 54
NEW PORT RICHEY, FLORIDA 34653
OFFICE: 727-375-1101 FAX: 727-375-1116
LB 7240
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HARBORSIDE TOWNHOMES
140 BRIGHTW A TER DRIVE
CLEARWATER BEACH, FLORIDA
SECTION 08, TOWNSHIP 29 SOUTH, RANGE 15 EAST
PINELLAS COUNTY, FLORIDA
VICINITY MAP
PROJECT LOCATION
0<:
~
CLEAR'WA TER HARBOR
BAY\oIAY BLVD,
GULF OF MEXICO
N,T,S,
NOTES:
1. ALL WORK SHALL BE DONE ACCORDING TO CLEARWATER
AND PINELLAS COUNTY STANDARDS AND SPECIFICATIONS.
2. ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE
RESTORED TO ORIGINAL CONDITION OR BETTER.
3. CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES
BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO COMMENCING
WORK.
4. ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE, CONTRACTOR
TO VERIFY ALL LOCATIONS BEFORE BEGINNING WORK.
5. ALL PIPE SHALL BE PLACED ON DRY, UNDISTURBED SOIL. WET
UNSUITABLE MATERIAL SHALL BE REPLACED WITH COMPACTED
SELECTED BACKFILL MATERIAL.
6. BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN
6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE
TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE
COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY
AASHTO T-99.
7. 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.
8. ALL STOP BARS, STOP PAVEMENT MARKINGS, ARROWS AND
HANDICAP SYMBOLS SHALL BE THERMO PLASTIC. ALL OTHER
LINES AND MARKINGS ARE TO BE PAINTED.
9. ALL PAVEMENT STRIPING SHALL COMPLY WITH BOTH THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES AND SECTION 710, PAINTING
TRAFFIC STRIPES, OF F.D.O.T. STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION, LA TEST EDITIONS.
10. TREE BARRICADES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN
TREE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH
MAY INCLUDE CITATIONS AND / OR PERMIT REVOCATION.
11. CONTRACTOR SHALL OBTAIN ALL PERMITS / EXEMPTION NOTICES /
UTILITY LICENSES PRIOR TO CONSTRUCTION.
12. THE CONTRACTOR / SUBCONTRACTOR SHALL PLACE A 1" DEEP
CONTRACTION JOINT EVERY 4' FEET IN THE SIDEWALK.
13. THE CONTRACTOR / SUBCONTRACTOR SHALL LOCATE, FORM, AND
SLOPE THE SIDEWALKS IN ACCORDANCE WITH THE SITE GRADING
PLAN. MINIMUM SLOPE SHALL BE 1.0% AND MAXIMUM SIDEWALK
SLOPE SHALL NOT BE MORE THAN 3.0%.
14. THE CONTRACTOR / SUBCONTRACTOR SHALL CONSTRUCT
PAVEMENT IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTION
DETAILS. THE FINISH PAVEMENT GRADES SHALL CONFORM TO
THOSE SPECIFIED ON THE SITE GRADING PLAN.
15, REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY
AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION
EQUAL TO OR BETTER THAN EXISTING CONDITIONS. ADDITIONAL COSTS
ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA
COMPENSA TION IS TO BE ALLOWED.
,
16. ALL DISTURBED AREAS SHALL BE SODDED AND MAINTAINED UNTIL
ACCEPTABLE TO THE REGULATORY AGENCY, OWNER AND ENGINEER
OF RECORD. ANY WASHOUTS, REGRADING AND GRASSING WORK AND
OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE
CONTRACTOR / SUBCONTRACTOR UNTIL THE SYSTEM IS ACCEPTED
FOR MAINTENANCE.
17. T~~: CONTRACTOR / SUBCONTRACTOR SHALL TAKE PRECAUTIONS
AS j\jt:CESSARY TO PROTECT ALL EXISTING UTILITIES DURING
CONSTRUCTION. IF UTILITIES ARE DAMAGED AS A RESULT OF THE
p;-\~:',""'OSED WORK, THE CONTRACTOR / SUBCONTRACTOR SHALL
REPA:R THE UTILITIES AT NO ADDITIONAL EXPENSE TO THE OWNER.
18. THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS
HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE
AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR /
SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY,
IT SHALL BE THE CONTRACTOR'S / SUBCONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE
THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
UTILITIES WITH THE OWNER OF THE RESPECTIVE UTILITY. THE CONTRACTOR/
SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN
UNDERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED
BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFERE WITH
PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE
UTILITY COMPANIES AND THE CONTRACTOR / SUBCONTRACTOR SHALL
COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION
OPERATIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE
CONTRACTOR / SUBCONTRACTOR BY THE RELOCATION OF THE
VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND
NO EXTRA COMPENSATION WILL BE ALLOWED.
19. THE CONTRACTOR / SUBCONTRACTOR SHALL MEET ALL
THE REQUIREMENTS OF THE CITY OF CLEARWATER, PINELLAS
COUNTY AND ANY OTHER GOVERNMENTAL AGENCY HAVING JURSDICTION
AND SHALL OBTAIN ALL NECESSARY TESTS AND INSPECTIONS PRIOR TO
FINAL INSPECTION BY THE OWNER & ENGINEER.
20. PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR
GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
21, ALL WORK REFORMED SHALL COMPLY WITH THE REGULATIONS AND
ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING
JURISDICTION OVER THE WORK.
22. CONTRACTOR SHALL PROVIDE EROSION CONTROL / SEDIMENTATION
BARRIER (HAY BALES OR SIL TA TION CURTAIN) TO PREVENT
SIL TA TION OF ADJACENT PROPERTY, STREETS, STORM SEWERS AND
WATERWAYS. IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH
OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE
CONSTRUCTION RELATED TRAFFIC IS TO ENTER AND EXIT SITE, IF, IN
THE OPINION OF THE ENGINEER AND / OR LOCAL AUTHORITIES,
EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE
EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE
CONTRACTOR SHALL REMOVE SAID EARTH TO THE SA TISF ACTION OF
THE ENGINEER AND / OR AUTHORITIES AT THE CONTRACTOR'S
EXPENSE.
FILE Copy
FilE
23. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE
DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE
REGULATIONS.
24. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL
DATUM.
25. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND
DISCREPANCIES PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL
NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PER-
FORMING ANY WORK IN THE AFFECTED AREA, INCLUDING
DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.
26. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS
OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST FORTY-EIGHT
(48) HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER
TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING SUNSHINE
AT 1-800-432-4770.
27. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE
TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THAT MAY
OCCUR AS A RESULT OF THE WORK PERFORMED BY THE
CONTRACTOR CALLED FOR IN THIS CONTRACT.
28. WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE
SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER
CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR
THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES,
WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY
COM P AN I ES.
29. ALL UTILITY POLE RELOCATIONS SHALL BE COORDINATED WITH THE
RESPECTIVE UTILITY OWNERS. THE POLE RELOCATIONS SHALL ACCOMMODATE
THE PROPOSED SIDEWALK AND/OR DRIVE APRON(S) INSTALLATION WITHIN THE
RIGHTS-OF-WAY OF EXISTING STREETS. CITY OF CLEARWATER REQUIRES A 2
FOOT HORIZONTAL CLEARANCE FROM EDGE OF SIDEWALK TO ANY VERTICAL
OBSTRUCTION.
30. ALL UNUSED DRIVE APRONS AND/OR PARKING SURFACES SHALL BE REMOVED
IN THEIR ENTIRETY, BY THE CONTRACTOR, AT THE OWNER'S EXPENSE.
THE DISTURBED AREAS WITHIN THE RIGHTS-OF-WAY SHALL BE RESTORED
WITH NEW SIDEWALK AND SOD AS REQUIRED.
31. ANY NEW CONCRETE DRIVE APRON CONSTRUCTED WITHIN THE RIGHT-OF-WAY
SHALL BE A MINIMUM 6" THICK FIBROUS CONCRETE (3000 PSI MIN.),
REINFORCED WITH 6"X6" /1 OX1 0 WWM. SIDEWALKS SHALL NOT BE
CONSTRUCTED WITHIN THE APRON AREAS.
32. A SEPARATE RIGHT-OF-WAY PERMIT IS REQUIRED FOR ALL WORK WITHIN THE
RIGHT-OF-WAY OF ANY ADJACENT STREETS. CONTACT STEVE DOHERTY AT
(727) 562-4773, CITY OF CLEARWATER MUNICIPAL SERVICES BUILDING, ROOM
220.
33. THE CITY OF CLEARWATER, AT THE OWNER'S EXPENSE, WILL
REMOVE/RELOCATE ANY AND ALL WATER METERS TO ACCOMMODATE THE
PROPOSED DEVELOPMENT.
34. THE CITY OF CLEARWATER WILL PROVIDE ALL WATER TAPS, SET WATER
METERS AND BACKFLOW PREVENTION DEVICE, IF APPLICABLE, ALL ASSOCIATED
FEES SHALL BE PAID BY THE OWNER.
35. BOUNDARY, TOPOGRAPHIC SURVEY AND LEGAL DESCRIPTION
SUPPLIED BY OWNER.
SITE DATA TABLE
EXISTING PROPOSED REQUIRED / ALLOWED
ZONING DISTRICT: (LAND USE) T(CRD) T( CRD) T( CRD)
LAND USE: MOTEL (12 UNITS) 6 UNIT TOWNHOMES ALLOWED
LOT AREA: 14,400 SF (0.33 AC) 14,400 SF (0.33 AC) 20,000 SF MIN (1 )
LOT WIDTH: 120 120 50'
LOT DEPTH: 120 120 N/A
DENSITY: N/A 6 UN I TS N/A (1)
STRUCTURE HEIGHT: 15:t 35' (3) 35-100 (1)
AREAS: E7~ '=
-- -~~
BUILDINGS 6,604 6,464 N/A
PAVED AREA 3,029 1 , 51 8 ( 11 %) N/A
OPEN SPACE 4,767 6,418 N/A
FAR 0.459 0.449 N/A
ISR 0.669 0.554 N/A
SETBACKS:
FRONT: BRIGHTWA TER (N) VARIES 21 ' 0-15' (1 )
SIDE: EAST VARIES 5.34' (MIN.) 10'
SIDE: WEST VARIES 5.44' (MIN.) 10'
REAR: CHANNEL (S) VARIES 34.81' (MIN.) 20
BETWEEN STRUCTURE: VARIES N/A N/A
RESIDENTIAL GFA N/A 20,551 S.F,
HEIGHT FROM BFE TO ROOF N/A 25'-7"
PARKING (2) (4) N/A 12 9
(1) BASED ON FLEX DEVELOPMENT-COMPREHENSIVE INFILL REDEVELOPMENT PROJECT
(2) 2 SPACES PROVIDED IN EACH GARAGE
(3) AS MEASURED FROM FEMA EL 11.00 (NGVD)
(4) 1.5 SPACES/UNIT = 6 X 1.5 = 9 REQUIRED
SITE PLAN APPROVED
CASE # f!t-~tJ3 -07,03 V
~ ,;JAa..l- OD6()'l
DRC DATE fI / t? -O~
CDS DATE //J,- 2/ - 6
SIGNATURE . /'el-ilv
([>- J.:> -6
LEGAL DESCRIPTION:
LOTS 47 & 48 OF "BA YSIDE 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 '
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 48; THENCE
NORTH 00.57'49" WEST, A DISTANCE OF 120.00 FEET TO THE NORTH
LINE OF SAID LOT 48; THENCE NORTH 89.02'11" EAST, ALONG THE
NORTH LINE OF SAID LOTS 47 AND 48, A DISTANCE OF 120.00 FEET TO
THE EAST LINE OF LOT 47; THENCE SOUTH 00.S7'49" EAST ALONG
SAID EAST LINE, A DISTANCE OF 120.00 FEET TO THE NORTH RIGHT-
OF-WAY LINE OF BRIGHTWATER DRI~, ALSO BEING THE SOUTH LINE
OF LOT 47; THENCE SOUTH 89.02'11 WEST, ALONG SAID NORTH RIGHT-
OF-WAY LINE, A DISTANCE OF 120.00 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.331 ACRES MORE OR LESS.
ORA WING INDEX:
SHEET NO.
1 SITE PLAN
2 GRADING & STORM DRAINAGE PLAN
2 UTILITY PLAN
4 PAVING & STORM DRAINAGE DETAILS
5 WATER, SANIT ARY SEWER & MISC. SITE DET AILS
DEMOLITION NOTE:
ALL EXISTING BUILDINGS, PAVEMENT, WALKS
SIDEWALKS AND MISC PAVEMENT SHALL BE REMOVED
TO ACCOMMODATE PROPOSED CONSTRUCTION
FILE
FLOOD ZONE:
PREPARED BY:
GOVERNALE ENGINEERING SERVICES
- , ,
CONSUL TING · PlAN"NI G
'\..'4.J oJ
,J.
1807 PEPPERTREE DR,' ""
OLDSMAR, FLORIPi't
EB 0007622
FLOOD ZONE: A12 (EL 11) MAP#12S096 0007 D, 6/1/83 &
BOUNDARY INFORMATION FROM A SURVEY BY KLEIN & STAUB
SURVEYING, INC,
INC.
r.
PHONE: (813)855-3510
FAX: (813)855-1572
SECTION 08, TOWNSHIP 29S, RANGE 15E
PINELLAS COUNTY, FLORIDA
CLKARlrArKR HARBOR
2.86' :.
N89rJ2'11.W 12aOOrp)
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20'
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NOTE: EXIS77NG DOCKS FOR
USE BY RESIDENTS AND/OR
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DETEN77(;N POND NA"
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DESIGN &- PERMIT BY OTHERS GA TE
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HIGH PER CODE
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LEGAL DESCRIPTION
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5.34'
LOTS 47 & 48 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
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 48; THENCE
NORTH 00'57'49" WEST, A DISTANCE OF 120.00 FEET TO THE NORTH
LINE OF SAID LOT 48; THENCE NORTH 89'02'11" EAST, ALONG THE
NORTH LINE OF SAID LOTS 47 AND 48, A DISTANCE OF 120,00 FEET TO
THE EAST LINE OF LOT 47; THENCE SOUTH 00'57'49" EAST, ALONG
SAID EAST LINE, A DISTANCE OF 120.00 FEET TO THE NORTH RIGHT-
OF-WAY LINE OF BRIGHTWATER DRIVE, ALSO BEING THE SOUTH LINE
OF LOT 47; THENCE SOUTH 89'02'11" WEST, ALONG SAID NORTH RIGHT-
OF-WAY LINE, A DISTANCE OF 120.00 FEET TO THE POINT OF BEGINNING,
CONTAINING 0,331 ACRES MORE OR LESS,
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8 UNIT TOffNHOKES
GARAGE FLOOR ELEVATION: 6.5 1ST. FLOOR
LIVlNG ElEVA TlON: 16. 0
(AJ;E- l/N/rS)
EROSION CONTROL
BARRIER (TYP.)
LOT 46
NOTES:
/
1. EACH INDIVIDUAL UNIT WILL HAVE A ROLL-OUT
GARBAGE CAN TO BE HOUSED WITHIN GARAGE
SPACES. EACH CAN WILL BE ROLLED OUT TO
CURB ON SANITATION PICK-UP DAYS,
2. ALL EXTERIOR SITE LIGHTING WILL CONSIST OF
INDIVIDUAL ATTACHED "COACH TYPE" LIGHT FIXTURES
FOR EACH UNIT PLACED ON THE BUILDING WITH
NO SPILLAGE TO NEIGHBORS.
3. NO SIGN AGE PROPOSED ON SITE.
4, 12 PARKING SPACES ON SITE (TWO WITHIN
EACH GARAGE STACKED)
5. EXISTING UTILITY POLES AND METERS TO BE
RELOCA TED AND/OR REMOVED.
10' UTILITY EASEMENT
TO BE CONVEYED BY
PLAT
ii:'
~
~
UNIT 6 S:i
UNIT 3 UNIT 4 UNIT 5 ~
UNIT 1 UNIT 2 ~
~
~
ROLL-OUT TRASH ~
CONTAINER
(TYP.)
e) e) e) e)
PLAN LEGEND
EXISTING ELEVATION
EROSION CONTROL BARRIER
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XXXXXXXX
STAKED HAY BALES
: ! '
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, '/" ....... / '-.....~
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I >' > )/
I' '.' / /
/
NOTE: NO OBSTRUC770NS OI€R 30" HIGH ALLOWED
WITHIN 20' OF BACK OF CURB. I€HICLES SHALL
ENCROACH ON SIDEWALK.
G
t,
t>
{\ :,.,
CONST. 6" THK. 5'
SIDEWALK W/6X6
#10/10 W. w.M.
R/W LINE
A12 (EL, 11) MAP#125096 0007 D, 6/1/83
BOUNDARY INFORMATION FROM A SURVEY BY KLEIN & STAUB SURVEYING, INC.
JOB #030094.2 5/27/0.3
(,
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BALES
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(TYP,)
: I
12
,I
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BR/CHFfYA FBR .oR/VB
, l.r-"'-'L,r . rr
50' RIGHT-OF-WAY
'. \ T ~ '
PREP ARED FOR:
2 8/11/04
1 2/27/04
NO. DA TE
REV. POOL/REMOVE DECKING
REV. PER CITY REVIEW
REVISIONS
DA
DA
BY
DIGIOVANNI PARTNERS, LTD.
163 BA YSIDE DRIVE
CLEARWATER BEACH, FLORIDA 33767
SITE PLAN
HARBORSIDE TOWNHOMES
140 BRIGHTWA TER DRIVE
CLEARWA TER BEACH, FLORIDA
GOVERNALE ENGINEERING SERVICES, INC. DESIGN BY: DATE: PROJECT NO.
LG 12/5/03
CONSUL TING . PLANNING EB 0007622 DRAWN BY: SCALE: 03-22
DA 1"=10' SHEET NO,
1807 PEPPERTREE DRIVE PHONE: (813)855-3510 LEO L, GOVERNALE, P.E. NO. 16971 REVIEWED BY: FILE: ~OF~
OLDSMAR, FLORIDA 34677 FAX: (813)855-1572 LG 0.322
LOT 49
C.lKANffArKN HANBON
~ I \ f .
,:, i '
CONe. OVERFLOW SPILLWA Y
(SEE DETAIL)
DETENTION POND ':4"
TOP OF BANK EL. 5. 00
BO TTOM EL 4.00
CONe. OVERFLOW SPILLWA Y
(SEE DETAIL)
DETENTION POND "B"
TOP OF BANK EL. 5. 00
BO TTOM EL. 4.00
EROSION CONTROL
BARRIER (TYP.)
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LOT 46
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GARAGE FLOOR ELEVATION: 6.5 1ST. FLOOR
LIVING ELEVA TlON: 16. 0
(AU l/N./7'S)
5' WIDE DRAINAGE
EASEMENT
ROOF DRAIN
DOWN SPOUT
COLLECTOR (TYP,
@ ALL LOCA TlONS)
B B
~ J.
~
UNIT 5 UNIT 6 ~
~
s::s
~
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8
1
UNIT
2
UNIT
3
UNIT
4
: ~ -
72 LF. V-SWALE
TO POND
E:)
E:)
E:)
106 L.F. _6" ADS
@ 0. 50%
I t t
i j'
i !
t
t
t
t
CLEAN - OUT
INV. 4.50
8" L.F. -6" ADS
@ 1.00% (TYP,
BETWEEN DRAINS)
CLEAN- OUT
/Nv. 4.50
<7
10 L.F. _6" ADS
DURASLOT (N-12)
@ 0. 40J!{
/ ' (TYP. @ EA. DRIVE)
L]
,:,
1_,',' ,
i'.
L2
<J
<J
.:1 /,
~ /'
I
X.... :x
xxx'xxx
STAKED HA Y ___________ ..
BALES 5' CONe.
SIDEWALK
2 8/11/04
1 2/27/04
NO. DA TE
:~ .~; ;\1 '. /
BB/CHrffA rgB IJB/Vg
50' RIGHT-OF-WAY
NOTE: ALL NEW SIDEWALK WITHt-I RIGHT -oF-WAY SHALL BE
e- MIN. THlCKfESS FIBROUS CONCRETE (3000 PSI) REINF W /
exe #10/10 WWF. SDEWALKS SHALL NOT BE CONSTRUCTED
ACROSS DRIVEWAY APRONS.
PREP ARED FOR:
REV. POOL/REMOVE DECKING
REV. PER CITY REVIEW
REVISIONS
DIGIOVANNI PARTNERS, L TO.
163 BA YSIDE DRIVE
CLEARWATER BEACH, FLORIDA 33767
GRADING & STORM DRAINAGE PLAN
HARBORSIDE TOWNHOMES
140 BRIGHTWA TER DRIVE
CLEARWA TER BEACH, FLORIDA
PHONE:
FAX:
DA
DA
BY
1807 PEPPER TREE DRIVE
OlDSMAR, flORIDA 34677
EB 0007622
(813)855- 3510
(813)855-1572
SECTION 08, TOWNSHIP 29S, RANGE 15E
PINELLAS COUNTY, FLORIDA
o' 10' 20'
~- I
SCALE: 1" = 10'
GRAPHIC SCALE (IN FEET)
NOTES
1. BOUNDARY, EXISTING CONDITIONS AND EXISTING
ELEVATIONS FROM A SURVEY BY EAGLE
CONSULTANTS. JOB #030084.2 5/19/03
2. ALL RUNOFF FROM PROPOSED BUILDINGS TO BE
COLLECTED BY ROOF DRAINS AND DOWN SPOUTS
AND BE TO ON-SITE DETENTION PONDS
3. DETENTION PONDS ARE SIZED TO ACCOMMODATE
RUNOFF FROM THE FIRST 3/4" OF RUNOFF TO
ACHIEVE WATER QUALITY TREATMENT OVER TOTAL
SITE AREA INCLUDING THE RUNOFF FROM PAVERS,
~
PLAN LEGEND
EXISTING ELEVATION
PROPOSED ELEVATION
-#- DIRECTION OF SURFACE
WA TER RUNOFF
EROSION CONTROL BARRIER
~~" .....'-;../ ...... ,~'.
LEO L ~YER~'ALE,~:-E. NO, 16971
... / '- ' ..
XXXXXXXX
1_
~-
GOVERNALE ENGINEERING SERVICES, INC.
CONSUL TING . PLANNING
STAKED HAY BALES
DESIGN BY:
LG
DRAWN BY:
DA
REVIEWED BY:
LG
DATE:
12/5/03
SCALE:
1"=10'
FILE:
0322
PROJECT NO.
03- 22
SHEET NO.
~OF~
,'.
LOT 49
--------
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RELOCATE EXIST.:\: ,i" I,' I I D
OVERHEAD LINES ,
AS NECESSARY
: I
6"-90'8ENo\l\ ;
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f 1
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RELOCA TE EXIST.
POWER POLE
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, I
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36 L. F. 6" ___ 7/ / ::',::~~'>
D.I.P,,, // '// 2:;~,
/// // ,/
/ '/C~<:/
PA VEMENT CUT &- '""'" ~// /// l,/ / '
RESTORA TlON ........ K> / [/// /
CL2 INJECTlON~ I> ,~I<:~:,<
POINT "'~/ / ////
6"x6" TAP &-~ ///<<
VAL..- "fS5(: t:j::
'F~
-'\'-"'!
. .
PROTECT INLET THROUGHOUT
CONSTRUC TlON
/
~
',/
X
XXXX XXX
STAKED HA Y --------------"
BALES
4 8/11/04
3 5/3/04
2 2/27/04
1 2/9/04
NO. DA TE
REV. POOL/REMOVE DECKING
RE~ PER HEALTH DEP~ RE~EW
REV, PER CITY REVIEW
REV. PER CITY REVIEW
REVISIONS
PREPARED FOR:
DA
DA
DA
DA
BY
~ )
'. ~, ~.
DETENTION POND '~"
760 5.F.
<J
1
CLKARFrArKR HARBOR
CONST. F.D, C. ---,
&- SAMPLE POINT
(SEE DETAIL)
N8IJrJ2'11.W 12aOOrp)
.. '.. .
-- ... ..
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,- ,-- j --', : .~. '.-~ f .
,.'. ;,-,-'';-''.;',
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(;ARAGE FLOOR ELEVATION: 65 1ST. FLOOR
LIVING ELEVA TlON: 160
(AlL f/./V.lrs)
'.>
t><
t><
UNIT
2
UNIT
3
-SAN. MH.
TOP 6.25
INV. 0.30 (8")
0.44 (6")
e)
e)
4" PVC SAN..:A
LA TERAL @
1,00% MIN. (TYP.)
C,O. )\
(TYP.) \
\LJ
\
C.O,
INV. 0.64\\ lK .
\:Y'
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METER
(TYP.)
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SAN. 'I \
LA TERAL
(TYP.)
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, .."..... '
J!
,
1/36 L.F-
V 8" P v.c.
@ 200%
'ta ~~
<J
,1
L_\
iJ
DIGIOVANNI PARTNERS, LTD.
163 BAYS/DE DRIVE
CLEARWATER BEACH, FLORIDA 33767
~
UNIT
4
e)
u
(
\
\
:
~
~,. .$~V-I" P/E,
II U (TYP.)
.. .
~J~
~"o LF. 6"
D.I.?
--------- - -.
~~.+~
\ ~4" 90' BEND
4" G. V.
\ -
,"
4,
DETENTION POND "B"
760 S. F.
~
.'
1/ I ~112 L.F-4"
~ / V O.LP. fiRE LINE
SECTION 08, TOWNSHIP 29S, RANGE 15E
PINELLAS COUNTY, FLORIDA
0' 10' 20'
~ I I
SCALE: 1" = 10'
GRAPHIC SCALE (IN FEET)
,--
Ll IU
/CONST. 480 LF. SILT FENCE ALONG
/ PROPERTY LINE
,j
<;7
",- EROSION CON TROL
~ /' BARRIER (TYP.)
.
. '" ,j
<J ~ ')L6''XI''<WATER "" (, /
""'-/ SERVICE (TYP.) ""1/ <J
V:>><I~<>/
CONNECT NEW 8" PVC ~ ~: ..:
SAN. SEWER TO ~ /
EXIST. SAN. MH. - / ///
CORE DRILL EXIST. MH. @ / / /
tNv. (-) 0.42 /' //,/A/-PAVEMENT CUT &-
'// 1./ ..Y;/ . RESTORA TlON
.~~~/>. . .
~::'T.!i":2N. MH. ~ V~:~:~C:~ DDT/Y LPPW A 'PPD
tNv.. (-) 0.62 (EXIST.) llfl1 LT.II 1 "B. 1 flfl
(-) 0.42 (NEW 8")
58 LF.-4" D'I.P'.~
ARE LINE .
... ....... .... .1.__
..'\-
<J
<!
<1
..
LOT 46
D;(
tx
~
~
~
s:)
~
~
~
~
~
/
,',
UNIT
5
UNIT
6
-
~~
----
----
SEE PLUMBING PLANS --- ~
FOR CONTINUA TlON ~ ~~
e) s:= ~
,\T
1 ~RELOCATE EXIST.
./' V OVERHEAD LINE
,. AS NECESSARY
D
L-J!
~
<)
- ./ Ii , _C--24 U:- 4-
/' / 1/ ___ ,..--~ D,I.P ARE LINE
. h j / ------- r4: 90' BEND
7 V V4NC.V. VI /:E:~~EXIST.
e.O" ./ 28 L.F.- " 1/ WATER METERS
INV. Q8if. 4" O,I.P ~t ' 1----4" DCVA ~/
~ FIRE LINE ~~ FD.C. 4" C. V. ~
:;:4"- __ ~; ~ r6N-90' BEND
l.no " <J I '/iR...'ELOCATE EXIST.
il ill.T. :~ I!i . POWER POLE
.. " L ,,<.'
~X ~::tR;; ~ ".. .
"" 17/ / ' ,/
6W TEE "-- 6"x4- ~/ / /} //
F.H. ASS'Y TEE :;:>:< ' //
4" C. V. / /L-----6 L.F.-6
<<//~. D.I.P
://'./ 1// 1 ..-PA VEMENT CUT &-
1/ 'hV' RESTORA TlON
1// /.: /
f>::< :: [,:~//
r T.B.O, &-
/ . 1/ SAMPLE TAP
//r~V6"X6" TAP &-
/ VAL VE
f/<>: ~%">>
.~
,1
~ a ~~
. 01-
. .. .
.
~~/
<:
IJH/VE
50' RIGHT-OF-WAY
UTILITY PLAN
HARBORSIDE TOWNHOMES
140 BRIGHTWA TER DRIVE
CLEARWATER BEACH, FLORIDA
/2 1/2 >>F.D,C. BY CLASS V
CONTRACTOR 2- 2-1/2"
CONNECTIONS
SAMPLE POINT
4>>x2 1/2" REDUCER
ANISHED GRADE
,'" ''''" "',,/...... " ''', "'~"
"''- ", // '''" / ~ "', / '"'" 0::::
/ ".. / ' ,/ /', ,/ . w
, / -....., / >
/ / / 0
/ '",,- U
,/// '" "
r.D
n
4"90'/
BEND
4" D.I.P
F.D.C. 0 DECK DETAIL
N,T's,
NOTE: SANITARY CONNECTIONS SHALL
BE INSTALLED PER CITY STANDARDS
(lNDMDUAL SER'v1CE CONNECTION
FOR EACH UNIT) CLEAN OUTS SHALL
BE INSTALLED @ SER'v1CE W>'FS PER
CITY STANDARDS
GOVERNALE ENGINEERING
CONSULTING . PLANNING
DESIGN BY:
LG
DRAWN BY:
DA
REVIEWED BY:
LG
SERVICES, INC.
EB 0007622
1807 PEPPER TREE DRIVE
OLDSMAR, FLORIDA 34677
PHONE:
FAX:
(813)855-3510
(813)855-1572
LEO L. GOVERNALE. P.L NO, 16971
DATE:
12/5/03
SCALE:
PROJECT NO,
03- 22
SHEET NO.
1 "=10'
FILE:
0322
~OF~
~:EXTERIOR
/ ~ FACE OF PROPOSED
% BUILDING
SOLID SODDED
%
%
~
%% '"
- ---
~ '/;"v/(//"
" ,-" '-,.,
/ /,'
6'
23,73'
TOP OF BANK EL,=
~~'
/<:;0
,,<,,,
lITYP,~
BOTTOM EL:= 4.00 ~
I
5,00
~1
4
, / /"V':':'-<".-:!/"V
15.73'
EST, SHWT EL. 2.0 * V
* BASED ON "DOUBLE RING INFILTRATION TEST" REPORT PREPARED
BY BTL ENGINEERING SERVICES, INC., BTL JOB NO, 4975-03-1569
(DRI) DATED 12/18/03 AND TABULATED AS FOLLOWS:
SECTION "A-A"
THRU DETENTION
PONDS "A" & "B"
LOOKING EAST
N.T.S,
EST. AVG, GROUND EL, IN VICINITY OF POND
EST, DEPTH TO SHWT
EST, SHWT EL.
= 4,5
= 2.5
= 2.0
/
%
%
~
.-
5,3' MIN,
SOLID SODDED UNLESS OTHERWISE
INDICA TED ON LAN DSCAPING PLAN
3'
2.3' MIN,
(EXIST. FACE
\ OF BLDG.
~
If;SEE PLAN
FOR I[
EL,
-H-
>?;.'0~~
~ ""/, "
SEE PLAN
FOR EL,
--.I'-
~/$'-(0.V <<<'0/(\//:<
/... " ,>/" ',,'
SECTION "B-B"
THRU SIDE YARD SWALE
N,T.S,
4:1 (MAX,)
--
5,5,
TO MEET
EXIST, GRADE
'"
z
""
1O
...8
0",
J(
<f
4'
~
DETENTION --
POND
5'
'1
24"
R=1/2", 12" 12"
~ ~--
{. C........~
24" ,
ROADWAY '\ R,:=3~-=\l ~
,--r _ \J~-~
~'=[.- ',.: '0 ' "..:, ,': -;:r~
r--- <l" <l'" '~L
8" I
TYPE "0" -----i
TOC~ I-
TRANSITlON
~ I~ PREFER ED MATCH
SLOPE SHALL NOT
EXCEED 12: 1
.. ... PROPOSED CURB
~TOC
EXISTING CURB .. ..
TYPE "B"
M
TRANSITION
TYPICAL TRANSITION PROFILE OF PROPOSED TO EXISTING TOP OF CURB
r-SLOPE TO MATCH
i EXIST, GRADE @
TOP OF SEAWALL
M,E,
---
SECTION VIEW
SLOPE TO MATCH
ALLEY/DRIVEWAY ~
R=3/4"
/ROADWAY~ 24"
14" 10" /
_--I~'
TI ('\..:.....j ff
C-'4 REBAR..J "
TYPE "D"
~ SLOPE TO MATCH
ALLEY /DRIVEWA Y
R=1/2" 24"
12" 12"
I 1/2'
-
i ,\ :' ,'. -: ..r
~'4 REBAR--1
TYPE "B"
f-
a.
Cl::
o
U
a.
MA TCH (l)
FLOW LINE
/0'h,'Y;.
/EXIST.
,~ CONC,
. SEAWALL
@ CURB RETURN CONNECTION
~I~oo
~~
- I MATCH @
FLOW LINE
(l) CURB RETURN CONNECTION
DROP SECTION VIEW
~~r'
.
~-:-
U, I' ~
N ~
~ ~
R=1" 5"
~I~~
J~~ \'''',
~II ","smoo
~ ,~
- IMATCH (l)
FLOW LINE
@ CURB RETURN CONNEC~ON
R=1/2"
, r-EAST OR
~ WEST If
I
I
~ .,
(' , "
--t
~. '.
I'-....
. I"
2-1/2" I
(TYP,) ~
TYPE "A" REPLACEMENT
DROP CURB
TYPE "A" OR UPRIGHT CURB
BRICK OR ASPHALT
PAVEMENT, TYPE "A"
CURB ONLY
: SLOPE TO MEET EXIST,
GRADE @ If (5: 1 MAX,)
I
I
I
I /' EXIST,
i ~ GRADE
//v/'//Y
'f/~'-(0.,.
NOTES:
1. WHEN REMOVING EXIS~NG CURB, THE CURB SHALL BE SAW CUT AT THE NEAREST CONSTRUC~ON
JOINT AND A FULL SECTION OF CURB REPLACED,
2, INSTALL EXPANSION JOINTS AT 50' INTERVALS, STRUCK CONSTRUCTION JOINTS AT 10' INTERVALS,
NOTE:
I
~
I
II
""C~ l
FLOW LINE
TRANSITION
+
@ STRAIGHT CONNECTION
TYPE "8" TO TYPE "D"
Cl::
Of-
wZ
5~ "-
w~
~C':
.J
-~
n
TRANSITION
"7
1
:::;
:::>
a :::;
z
~
MATCH Q
FLOW LINE
@ STRAIGHT CONNECTION
TYPE "B" TO TYPE "A"
Cl::
of-
~Q I
~:::;
w~ "1
z<l:
1a.
n
TRANSITION
./
:::;
:::>
a:::;
~z
~
MA TCH @
FLOW LINE
@ STRAIGHT CONNECTION
TYPE "D" TO TYPE "A"
ALL TRANSITIONS SHALL BE 3'-0" IN LENGTH,
TYPE "A ", "B", AND "0"
CURB DETAIL
t
:\\O~
~S\
h
;:Y
ISOMETRIC
:<::--o~
~9-
h
;:Y
ISOMETRIC
I
1
:\\O~
~S\
h
;Y
ISOMETRIC
N.T.S.
CURB TRANSITIONS DETAIL
N.T,S,
o
o
..
-
FIBERGLASS OR ALUMINUM
SKIMMER
3/8" THICKNES~
PLAN
. - ALONG SOUTH
POND BANK ONLY
~I
2W
00.
~g
aU)
roLL
00
Zw
)~
EXISTING
PAVEMENT
SURFACE
S
W+T+12"
6"
6"
/ ASPHALT PATCH I/BRUSH TACK COAT,
~ EACH EDGE
I
r:':'1': "." /<~,( ", "..<<, .'. '. ". '//// /////////////
<)~:"":,,::,,,;,,:,',"'::'::.;'..~,,::,.;':,,',:,,' ",,',',:<,<'::; .~.....~:<":<-",;>..",:":"",,:,:,::>,::,,:,,,~,:,:,,,',',,:>>
""""'''''''''','",'','''' ,'"., ~ ~",.."""""'''.,..''''''.,<
~:,<,/.,"::;;,~ ~. ~:.:><;:.';~i~~
EXISTING BASE _ I \ / 0 ~
SPRAY ON PRIME COAT 1/2T _\ W 1/2T
REPLACEMENT BASE I ~ /
BACK SLOPE AS REQUIRED-------=- X OD X f--
:0
~.',,:":,:-.:,,',:'
PIPE OR CONDUIT ~ I 00+2X I
~E NOTE ~
TOP OF BANK EL. 5,00
TRENCH BACKFILL,
SEE NOTE 3
.
o
I
;,.
r--- BASIN BOTTOM
\ EL. 4,00
,-:y:,-"?"
5"
X
SEE NOTE 6
PIPE OD
UP TO
6" TO
38" TO
86" TO
36"
84"
144"
8"
18"
24"
No.4 BARS ~4"X4'X4" THICK
ClO"O,C, EA, WAY CONC, SLAB
(2"CL. MIN,) REIN, W/6X6X10/10 WWF
SECTION "A-A"
LOOKING WEST
" /'
....w
I
,OVERA~~O~~NGTH ,
II" WEIR SLOT 'II'
6'
~
CONCRETE OVERFLOW SPILL WAY
LOCATED IN DETENTION POND - SOUTH SIDE
N.T.S,
PREPARED FOR:
NO.
DATE
REVISIONS
BY
S C H E D U L E
A
ITEM
ASPH. THICKNESS
MINIMUM
BASE THICKNESS
MINIMUM
SURFACE REPL,
MINIMUM
DEPTH (COVER)
MINIMUM
ALLEY /DRIVE
1"
1"
HEA VY DUTY ROAD
2-1/4"
STD, ROAD
REMARKS
9"
16"
MAY BE SUBSTITUTED
WITH ASPHALT
T
12"
24"
S
36"
36"
30"
o
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 MAYBE REDUCED TO WIDTH OF THE
MECHANICAL TAMPER IF BACKFILLED WITH DRY 15: 1 SAND/CEMENT MIX, OR OTHER APPROVED
MA TERIAL, TO 4" ABOVE PIPE,
FLEXIBLE PAVEMENT
RESTORA TION DETAIL
N.T.S,
DETENT/ON POND ':.4"
4,00
4.50
5.0
DIGIOV ANNI PARTNERS, LTD.
163 BA YSIDE DRIVE
CLEARWATER BEACH, FLORIDA 33767
PAVING & STORM DRAINAGE
HARBORSIDE TOWNHOMES
140 BRIGHTWATER DRIVE
CLEARWA TER BEACH, FLORIDA
'Y
.y
~
lC,-,O
,y
""
"''''
~
~
lC'-'o
I NORMALLY 48' ,
I MAXIMUM 50' l
t-r[~A~fON JO,"T STRUCK J.NT I" ''',"5100 JOINT I
~ I I I ~~ I ~J
WIDTH, SEE NOTES 5 & 6 BELOW ~
TYPICAL SIDEWALK PLAN EQUAL TO SIDEWALK
WIDTH (6' MAXIMUM)
tl:>.:[q'~~~~~NI~T}:~':" TI
EXPANSION JOINT STRUCK JOINT STRUCK JOINT
4'
r~SEE NOTE -=.J R/W 12"
'--t 5 & 6 - I li\ MINIMUM
" ~ "
v/v/u/, , ,', ;'-;'<<
::i1:>:-~~-:;";::'''''';::0-'>''''''''''>''''''''-:'''::< .' ~ 1 /0
~ 50 MAX,
COMPACT
~\...o-l\
L
I.-
l
TYPICAL SIDEWALK SECTION
DRIVEWA Y ~ 5" RESIDENTIAL
\ 6" COMMERCIAL
L
L ' ~1
~ I 12 MAX,
REINFORCEMENT: 6x6-W1.4xW1.4
SINGLE LAYER FOR 5" RESIDENTIAL
DOUBLE LAYER FOR 6" COMMERCIAL
R/W 12"
Ii ---j MINIMUM
t
It~l I
I COMPACT I
TYPICAL SIDEWALK SECTION
ACROSS DRIVEWAY
NOTES:
1, SIDEWALKS SHALL HAVE TOOLED EDGES,
2. CONSTRUC~ON 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 CONTINUOUS 1/2" BITUMINOUS EXPANSION STRIP AS SHOWN
5, SIDEWALKS TO BE 4' WIDE EXCEPT AS OTHERWISE NOTED. "
6, SIDEWALKS ABUTTING CURB: 6' MINIMUM WIDTH, W/EXPANSION JOINT AT CURB.
CONCRETE SIDEW ALK
CONSTRUCTION DET AIL
N,T,S.
DETENT/ON POND "B"
4,00
4.50
5.00
'"
"'''''
~
4{14 5: F.
569 5:F
760 5:F.
404 5:F.
569 5:F
760 5:F.
SURF ACE AREA TABULATIONS
DETENTION PONDS "A" & "B"
1"=10'
GOVERNALE ENGINEERING SERVICES, INC.
CONSUL TING . PLANNING
EB 0007622
1807 PEPPER TREE DRIVE
OlDSMAR, FLORIDA 34677
PHONE:
FAX:
(813)855 3510
(813)855 1572
AS REQUIRED TO
OBTAIN 1:12 MAX,
PROPERTY LINE OR 1\
'^" OF BUILOINC I .....;\~ +
.." , , " " ",: PT OR PC
t~ ~ ~
,'~. ~~~
: ..<,,~ ~~
~"ORPC
TAC~LE SURFACE, TYP"
SEE NOTE 1 BELOW
WOOD FLOAT FINISH, TYP.
TYPE I
.. 4' MIN., MATCH EXISTING
WIDTH IF GREATER
ROADWAY
,~SIDEWALK 1/4" l
p~"" ~~
'.<.....:y,,~/,,:..../~~;y; >;;:/ r
1:12 MAXIMUM SLOPE, TYP7" ",
TYPE "A" CURB
DROPPED
~,.
*12_
I * I) * I~
~a.
TYPE II
· AS REQUIRED
TO OBTAIN 1:12 MAX,
SEE NOTE 2 BELOW
ROADWAYl
1/4" ~
~"':"I
TYPE "B" CURB
DROPPED
TYPICAL SECTIONS
TACTILE SURFACE,
SEE NOTE 1 BELOW
~ROADWAY
1/4"
~
"/:; ;" ! . ~ ,,: : "
TYPE "D" CURB
DROPPED
NOTES:
1, TAC~LE SURFACE-TAMP OR ROLL, 1/8" DEEP, #6 EXPANDED METAL MESH NO SAW SHALL BE ALLOWED
2, SIDE SLOPES FOR TYPE II RAMP SHALL BE 1:12 MAXIMUM, UNLESS PROHIB'ITED BY SITE CONDmONS '
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 DETAIL
N.T,S.
" /
",,);/;~.....);/;~/
/(~~r}j}!/;1!.'fj0
/>-.......'/ ' ,
-:<//1,' ,
~'>;I' ,"
'//.1,
I'
I'
I ,
I~--~~,~-~- '
EXTEND SUBGRADE~
12" BEYOND EDGE OF
PAVEMENT ALONG ALL
AREAS OF NO CURB
<
4
I I
I.. I
I I ,,.,
I .I ~;i5ic i:!8i'5 '--I
1 J 0- ""0",,
"""",;oz I I
I I ~" loJ;o loJ 1 I
I': ~~~~~ I I
1 I ;. ~ "" 1O0- I I ~4'X4'X4" THICK
I. I CONC SLAB
r I : 1:12" ., 'I"" : ,,' , REI~ W/6X6
1.1 ~ f." ' #10/10WWF
~ J::Jgo~oogo~d'6gogo~qo~ogooPc5 'I:,'" ", "., ': .,~
II000oOCCoOo:lCOOOoOoOooooct'o . " , , ., ',.
I 100000000000.......00000000000000000 '. 'I :", ....- '.
o oq 0 oq , 1'0 0 oq 0 oq 0 cp '. I' ' ,..--'...
i'.pCoOOooooogOoooCoooOoOdO .1......V,'.,
Wi 0000000 oOo:lCOOO 0000 ooo~o" I r o. , ..
A ' Ino 00000 1;:€f5,oOO 00 Ooooe ~oo 0 0' I ,,~i11 ' ,b . ~. '
i' '16s;'il}os;'oooOog'bs;'ocsoOs;'o~Os;'0(jO. :'~"N~.' o<i. ".
I, I Oo~ '6,00 0 Oo:l COoO 0000 0 OoOLJ,~C' .
I 1000&aOo&oOCI 000&00 00000 Otbo ' , I..'," ,,' ,
I "ps;'ocOs;'oo~O 08Ds;'000s;'0~Os;'orn~O:':' ~', "
00900000i:CQCOoooO:::{JoOoO'--" 'I' . ", ,
t : 00 uoooo 000((0 Uooo OOC?oo 00000 0 b'--',.. : I " . C-~ . ',' .
I I I I . :\1'" ': ' "
1'1 I , . .
~ I r" ~,
1'1 I I
I' I II II ALUMINUM OR
I I 5,5. FASTENERS
I '1 I I ANCHORED INTO
f I I I FACE OF CONC,
!: 1 4- -B- - STUCTURE
NOTE: ALL DISTURBED
AREAS, EXCEPT POND
BOTTOM SHALL BE
SOLID SODDED,
\~BERGLASS OR ALUMINUM SKIMMER
\ 3/8" THICKNESS
~ 1," """ I---l
% ' ' WEIR CREST ~ASIN SIDE SLOPE
/ ,',,'(/" 001 I EL 4,78 (BEYOND)
EXIST \ ~xO(p~ 0 I
GRADE .......15CP..P,~CP(OoD2?d'6oo0 "1
......0 ox?n:..UOO 0 0 I I
~A~~f6rVOUO /I::';'~'/~' " . " ,
...~~OO 1'1 \
1."G'D~DoOO 1.1
I <<16 00 CONC. OUTFALL I: 1 8"
o STRUCTURE I
/1 I FOOT GRADE 57 POURED IN PLACE 1-1 :1- 12"
EXIST.'-/ r" AGGREGATE (3000 P,S,I.) ~ J-..:.:
CONC, : I (24" THICKNESS) 'N .,. ~~
SEAWALL I 1 BELOW WOOD ~T --
PROMENADE I 32" .1
(6" THICK CONC.
(3,000 PSI REINF.
W /6x6 #6 WWM
., <' < ,
" 1;'
~~'0,V:/\\A"'S<'0<"
<'0.(/// ~'//):Y
/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.
~. .~",
r'1' '" 14;
vrr-'
LEO L. GOVERNPllE, P:E. NO. 16971
DESIGN BY:
LG
ORA WN BY:
DA
REVIEWED BY:
LG
DATE:
12/5/03
SCALE:
1 "-1 0'
FILE:
0322
PROJECT NO.
03- 22
SHEET NO.
4 OF 5
.~ :1 =nu.,.oo
7 I 0 ~,O' 0 ,.... ~~v/
I ~ :v-:: I I, ../: ,'I{ t I 'W~
I 'W 0 I s: \\f:IR CREST I 0 'W' - ' /
BASIN SIDE I - t L EL, 4,78 .;,: SOLID -W--
SLOPE I ../: .;,: 0 0 -;--' ______J 0 SKIMMER BOTTOM I SODOED
I -w- ,"-r\ , EL. 4.50 I
: ~, / : '~' 0 '~ II
I "to 7to f> t>
'y>,y),y/ ' I BASIN BOTTOM EL. 4,00
~~---------------f--------------------------4<,
J/-'7~%~--- - - - - ~-;;;;G~A;S-O;:L~M-;;'~M-S;'~M~R--7-7~y---..Y'
(FACING POND) /, "
COMPACTED EARTH 3/8" THICKNESS
(98" MIN, COMPACT10N) SECTION "B-B"
LOOKING SOUTH
71fCleanout Plug
......,""""",,," ---
Concrete Pad 4"
Thick x 1'-6" Sq. i?1
~~
.
N
"-
LI 95/8" 'I
W/////@
I
6" or 8"- 1/8 Bend
~ 10 5/8" -----;j
Ir97/8"---l1
.c~ f
"- /I
~ n V7J
I ~ 8" ---1 I
1-131/2"-1
Plug
(See Note)
}..
II
1 h'"
Sewer Main ~
CLEANOUT PLUG DETAIL
CLEANOUT DETAIL
NOTE: Clean aut plug to be
U.S, Foundry 7621
or equal.
ST ANDARD CLEAN OUT (Sanitary)
N,T.S.
~t1"l
~ ILJI
~<w
--::::=;:L
r-
~I a 0
>---
...rh.
IJI
'LI1'
-=:J..,.,
o DI
U
o
~
BJI
UJ
--==::r
Top View
Approved Backfiow
Prevention Device *
Water Meter Connection
Ford Angle
Valve (Typ.)
\ / Fo,d R'golato, Adapto'
------..... ~ Jf'L ~ ~ n .Jll... N '"
1111 BJI I [II IIJI
~ ~ UJ 1 'u l..JJ' ~;:::;J
~l-l Meter III
....
Q)
'6 ~ Brass.~ ~~
2 Vi Nipple u; Vi
::J
U
Flow
.
Yv
12"
~
~i
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
Conbraco 402DO
* 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
1. It shall be the responsibility of 011 site, building and utility contractors to be familiar with 011 applicable
regulatory agency permits, specific land. development requiren:ents, permit c~mplianc~ requi~ements, and
permit inspection procedures of the various regulatory agencies and the project deSign engineer.
2, All contractors must establish construction methodology and sequencing of operations to ensure
compliance with 011 environmental regulatory agency permits and Section 62-302, F,A.C. Water Quality
Standards.
3. Prior to any site clearing, 011 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 sholl 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 boles 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 strow, mulch, or other suitable -naterial 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 a~thorities, excessive quantities of earth hove been tr~nspo:ted
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 sholl be secured and properly maintained during construction, and shall
remain in place until any erosion or depositional sediments hove been properly stabilized or any generated
turbidity has subsided.
7. All site development contractors sholl inspect turbidity and erosion controls doily. Contractors shall
immediately repair any deficiencies.
8. During construction in and adjacent to wetlands, water~ of the state, ,:",~tland. upland buffer~, and
designated critical upland habitat, 011 areas of exposed sOils sholl be stabilized with on appropriate ground
cover within 72 hours of obtaining final grade.
9. All site, building and utility contractors sholl clear and grub those portions of the site necessary for their
respective construction activities,
PREP ARED FOR:
rl
5/8"
Min, 4 Required
Pick HOle7 S.
1-1/4"117
-. I
I
...RW~
~ 000 J-
..., '"
08ANITARY"
000000
8EWERo
000 0
Non Skid
Pattern
Required
RING - HALF PLAN
/.
Required .&-
o
N
o ~ L ~O
....
o
.~
"
n
I
36"
~23"~
21"
Machined Surface
'i I / I L
/~ "'~
'" ~l '"
~'"
SOLID COVER
I
I
t
~
'--- :
nN
I ....
I 22-3/4" I ~ 0
~~~
Machined Surface
c,.,
....
o
j--...
'I
RING - SECTION
Minimum Weight 7" 232 Ibs.
9" 278 Ibs,
SOLID COVER SECTION
Minimum Weight 128 Ibs,
NOTES
1. Where roadway base is 8" or thicker use 9" ring,
011 other cases 7" ring is permissible.
2. Manufacturers model of storm ring and cover to
be approved by City Engineer.
SANIT ARY SEWER MANHOLE COVER
N.T.S.
~ See Index No, 301
3' /
~r""' ~I ~ 4 loye" of bdc'
- -
- -
Approved barrel joint seals ore
"O-Rings" and "Rom-Necks"
~
1\
Concentric cone (Flat cover
on shallow manholes 0' to
4' depth)
~
~
Steel rein forcem en t
8" Brick
Pourea
\
~IJ _ :,; f'
/. '~:/1 2"/ft min. \..11 ~ Grout fill opening with
':~, - :~: V \ non-shrink mortar
/~\~ I/~ I <
Encasement ~ Idi:A;.:: T .. ' .. ' ,'---.1,' 'I.' .. T l \::'"
.' " ,'R, . ,
Grout flow channel ~
-
- 5" min. wall thickness
type II acid resistant
cement 4000 p.s.i.
4' Min,
2' joint in pipe entry
(Typical)
NOTES
1. Precast manhole drop may be approved by City
Engineer, Shop drawing submittal required.
2. Drop required when 2' or over.
3. Manholes sholl hove on interior and exterior coating
of at least 15 mils dry thickness PROLO EP214-351
Epoxi-Mastic or Koppers bitumastic block solution
300M.
P.V,C, pipe requires manhole
adapter coupling by Flo
Control, Inc" or approved
water stop coupling,
NOM,I
PIPE I
SIZE 11.25
4 2
6 3
8 4
PRECAST SANITARY MANHOLE DETAIL
N.T,S.
~
1~1-
~~~/
lJ -r-- ~ -
JL~ 1" ~
~ ~:--~ ~II ~ e
......... ~...
SEDIMENT TRAP
ALTERNATE
TOE-IN
RECOMMENDED
TOE-IN
2"x2" WOOD STAKES
2 PER BALE
PREASSEMBLED SILT FENCE
(PREFERRED)
GWlRE OR NYLON
BOUND BALES
~] L EXISTING GRADE
'YN'/>Y- _ ~
12' (MIN,)
SECTION
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,
I FLOW I FLOW I
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 a first step in the land
alteration process,
~XTXX /Y rxx/YJX
~ /.y
'/Y
~
I DOWNSLOPE
PLAN
ANGLE FIRST STAKE~
TOWARD PREVlOUSL Y
LAID BALE
r Bales butted tightly
/1J together
C, MAINTENANCE: All erosion and siltration control devices
shall be checked regularly, especially after each rainfall
and will be cleaned out and/or repaired as required,
()
n
.x [>Y
x
'.l/ f7X,
?)
~~
'.l, "" '.lJ<
y" XJ(
l L
ELEVATION
STRAWBALE SILT BARRIER
(AL TERN ATE)
L
EROSION CONTROL DETAIL
N.T.S.
@
~~
~
...-
Connecting Piece w /integrally
cast Mech. Joint Gland on
one End-D.I. Rotatable Mech,
Joint Gland on Other End,
Valve and Hydrant Tee
w /D,I. Rotatable Mech. Joint
Gland on Plain End Branch.
-.
.
I
NOTES:
1. On Hydrants Requiring Runout
Last Two Joints Must Be Restrained
Per Detail 403 (2 of 2).
..
Fire Hydrant Assembly
(Typ.)
, /"\Y/~~~, ,~
"~'>>>1< r- ~%~
,~,,<,/
(f)
c
o
2
Adjustable
Valve Box
~
L
o
'+-
--
Length Varies
(See Note 1)
c
2
to
L
Q)
>
o
(,)
-
When Valve Occurs in Roadway, ~
set Base on 1 a-Common Brick.
J \~4'
/~I II " II " " Iv~
~<( ~~~ ~
.. ~ '" ""F ~
Mech. Joint Valve / ~
Restraining
Joint
--
N
'+-
o
( @ ) .
IlIf
-[llf
Mech, Joint
Valve
.r:
-+-'
0...
Q)
to
1.
~
~ Water Main
Water Main
TYPICAL VALVE SETTING
N.T,S,
TYPICAL HYDRANT SETTING
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
N.T.S,
-~
~lI II!~
~ -~
-;!;
...
~ II __ I ! I .~
..... -.,.:.
2" Ball valve-./
~
Hose Bibb ~ ~
3/4" Galvanized ~
~
I-- L ---1 ~ Megalug Restrainer (Typ.)
!;'~
.. ~
(~
Ebba 1500 Series (Typ.) ~ : Y
li.
TEST PRESSURE.
ELBOWS (deg,)
VALVE
TEES
BRANCH
28
47
66
46
65
85
NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS, THRUST RESTRAINT
BETWEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS,
DEAD
END
22.50 45
4 9
6 12
8 16
90
21
29
38
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
8" PVC MAXIMUM SIZE USED IN SYSTEM
P.V.C. PIPE RESTRAINT
N,T,S,
Q)
,S
. ~ P
I rt ~
L.i.L...
[il"'"
Max. 15' - Min. 4'
~
"
....
18" Min.
24" Max,
!
Ii.
v~<~ t .
i
I
i
I
i
+ ~
1 a __
(~i m it.
--=r===-
NOTES: I
1, Steamer Connection to Face Street.
2. All Fire Hydrants to have 5 1/4" Valve Seat.
3, Fire Hydrants Shall 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,
Distance
Varies I rValve Box
i/
/JV/~~ T ~
I
i
~
I
i
,
.S
:2:
to
I
N
I Mech.
Joint Valve
.... I _
m JI!I[JIIl
-T--
i ~ Restraining
.
2" Galvanized ~
~
~
l
.J B~
v=r
~
L ~~
2" Corporation ~ !
~I~
---=--
Tapping Saddle
~
<!L
~~
k
r
TOP CONNECTION
~
I\;
Restrained 2'~
Tapped Plug
~
END CONNECTION
TEMPORARY BLOWOFF AND SAMPLE TAP
N.T.S.
"I
Back of Curb
or
Edge of Pavement
. r "'V.f;< I
Stop Less Check
MUELLER H14350 with Lock Wing and
Compression inlet or approved equal
ONLY APPROVED
Threaded Corporation Stop
MUELLER H15008
or approved equal \
( TAP AT 45' ANGLE)
Saddle required on
4" P.V.C. only ~, .'~
{(:~'{~ ~
~ ~~I~
--=-
Service Tubing
Driscopipe 5100 or EndotjYardley
Blue Jet, SDR 9, 3408 Polyethylene W
Kennedy Guardian No, K-81 A
Muller Centurion No, A-423
U.S, Pipe Metropolitan
-.
~
,.,.
:::':',
Joint (Typ.)
\ Water
Saddle shall have double
stainless steel straps
with epoxy coated
ductile iron body.
Water Main
TYPICAL FIRE HYDRANT SETTING
N.T.S.
CHLORINATION TAP
N.T.S,
PHONE:
FAX:
-
)l ./) ,:;::
~.' '.h.: //FlY
~.":,,,:~, ThY"
~ ,., I, f /
LEO L. GOVE~NALE: P,E, NO, 16971
DESIGN BY:
LG
DRAWN BY:
DA
REVIEWED BY:
LG
5 OF 5
WATER, SANITARY SEWER & MISC. SITE DETAILS
GOVERNALE ENGINEERING SERVICES, INC.
CONSUL TING . PLANNING EB 0007622
DATE:
12/5/03
SCALE:
03- 22
SHEET NO.
DIGIOV ANNI PARTNERS, LTD.
163 BA YSIDE DRIVE
CLEARWATER BEACH, FLORIDA 33767
1 2/27/04
NO. DA TE
REV. PER CITY REVIEW
REVISIONS
DA
BY
HARBORSIDE TOWNHOMES
140 BRIGHTWA TER DRIVE
CLEARWATER BEACH, FLORIDA
1807 PEPPERTREE DRIVE
OLDSMAR, FLORIDA 34677
PROJECT NO,
1"=10'
(813)855-3510
(813)855-1572
FILE:
0322
CONC BARREL
TILE ROOFING
6:12 ROOF PITCH
TOP PLATE 41".0"" = 47.5 NGVD
BUILT UP ELEV/SPIRAL
ROOFING STAIR ROOF
ACCESS
.
.
...
I
CIQ
TOP OF PARAPET 36"-4"
ROOF DECK 32".1" FFE = 38.58 NGVD
BAY
b WINDOW
." 1'.10"
...
. O,H.
IMPACT RES
FRENCH DOORS
1ST LIVING FLR 9".5" FFE = 15.92 NGVD
o 0 III
STUCCO ON CONC
BLOCK (TYP)
DO DDD
DO
ALUM. POT OR EQ.
IMPACT R S
WINDOWS
mm moo
;
...
...
--.----------.--
11'I111111111;1111111111111111
-.,______1_-
- -.-- - ---- - -..--
1111111111111111111111111111
_.,------,..
2ND LIVING FLR 20"-9" FFE = 27.25 NGVD
;
...
...
.
EEEHE
EEEHE
EEEHE
EEEHE
EEEHE
EEEHE
.
in
I
Ot
YER 0"-4" FFE = 6.75 NGVD
GARAGE SLAB 0".0" = 6.5 NGVD
SOUTH (FRONT) ELEVATION
1/4" = 1'.0"
I
I
CONTROL
JOINTS
(1 112")
CONTROL
JOINTS
(1 1/2")
ODD
DD~
DDD
ODD
D
D
ODD
SIDE ELEVATIONS
1/4" = 1'-0"
1".10"
109".8"
1" 1 Oil
HANG
.
OVER
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SECTION
CI TY OF
08 TOWNSHIP
CLEARWA TER,
29 SOUTH,
PINELLAS
RANGE
COU N TY,
15 EAST
FLORIDA
SITE PLAN APPROVED76)U /A/~~()()1-()otJoP
CASE # Pi-/) J..do:J - 0 7 I rvr r
CASE TYPE Fw:J -f- /It..:r
DRC DATE f-/F- a1
COB DATE /0-"2/- oJ
SIGNATURE Il( ~
DATE /o,lf-tJ)
HARBORSIDE TOWNHOMES
,0'0.......-;"
,:r I'
o
is'1t-,
~.
300m
90
,~
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....<!r~
--kJ ~
T11'dn
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-
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~~
VICINITY MAP
NOTES:
(1) ALL WORK TO BE DONE ACCORDING TO CLEARWATER
AND PINELLAS COUNTY STANDARDS AND SPECIFICATIONS.
(2) ALL DISTURBED AREAS WITHIN PUBLIC RIGHT-OF-WAY ARE TO BE
RESTORED TO ORIGINAL CONDITION OR BETTER.
(3) CONTRACTOR TO NOTIFY THE ENGINEER OF ANY DISCREPANCIES
BETWEEN THE PLANS AND FIELD CONDITIONS PRIOR TO COMMENCING
WORK.
(5) ALL UTILITY LOCATIONS SHOWN ARE APPROXIMATE. CONTRACTOR
TO VERIFY ALL LOC,~ TIONS BEFORE BEGINNING WORK,
(7) ALL PIPE SHALL BE PLACED ON DRY, UNDISTURBED SOIL. WET
UNSUITABLE MATERIAL SHALL BE REPLACED WITH COMPACTED
SELECTED BACKFILL MATERIAL.
(8) BACKFILL MATERIAL SHALL BE SOLIDLY TAMPED AROUND PIPES IN
6" LAYERS UP TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE
TOP OF THE PIPE. IN AREAS TO BE PAVED, BACKFILL SHALL BE
COMPACTED TO 100% MAXIMUM DENSITY AS DETERMINED BY
AASHTO T-99.
(12) 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.
(13) ALL STOP BARS, STOP PAVEMENT MARKINGS, ARROWS AND
HANDICAP SYMBOLS ARE TO BE THERMO PLASTIC ALL OTHER
LINES AND MARKINGS ARE TO BE PAINTED,
(14) ALL PAVEMENT STRIPING IS TO COMPLY WITH BOTH THE MANUAL
ON UNIFORM TRAFFIC CONTROL DEVICES AND SECTION 710, PAINTING
TRAFFIC STRIPES, OF F.D.O. T, STANDARD SPECIFICATIONS FOR
ROAD AND BRIDGE CONSTRUCTION, LATEST EDITIONS,
(15) TREE BARRICADES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. ENCROACHMENT INTO OR FAILURE TO MAINTAIN
TREE BARRICADES WILL RESULT IN ENFORCEMENT ACTION WHICH
MAY INCLUDE CITATIONS AND / OR PERMIT REVOCATION,
(16) CONTRACTOR TO OBTAIN ALL PERMITS / EXEMPTION NOTICES /
UTILITY LICENSES PRIOR TO CONSTRUCTION,
(20) THE CONTRACTOR / SUBCONTRACTOR SHALL PLACE A 1" DEEP
CONTRACTION JOINT EVERY 4' FEET IN THE SIDEWALK.
(21) THE CONTRACTOR / SUBCONTRACTOR SHALL LOCATE, FORM, AND
SLOPE THE SIDEWALKS IN ACCORDANCE WITH THE SITE GRADING
PLAN, MINIMUM SLOPE SHALL BE 1,0% AND MAXIMUM SIDEWALK
SLOPE SHALL NOT BE MORE THAN 3,0%,
(22) THE CONTRACTOR / SUBCONTRACTOR SHALL CONSTRUCT
PAVEMENT IN ACCORDANCE WITH THE TYPICAL PAVEMENT SECTION
DETAILS. THE FINISH PAVEMENT GRADES SHALL CONFORM TO
THOSE SPECIFIED ON THE SITE GRADING PLAN.
(26) REPAIR AND REPLACEMENT OF ALL PRIVATE AND PUBLIC PROPERTY
AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION
EQUAL TO OR BETTER THAN EXISTING CONDITIONS, ADDITIONAL COSTS
ARE INCIDENTAL TO OTHER CONSTRUCTION AND NO EXTRA
COMPENSA TION IS TO BE ALLOWED.
OWNER/DEVELOPER
GUS DIGIOVANNI PARTNERS, LTD
(27) ALL DISTURBED AREAS ARE TO BE SODDED AND MAINTAINED UNTIL
t-\CCEPTABLE TO THE REGULA TORY AGENCY, OWNER AND ENGINEER
OF RECORD, ANY WASHOUTS, REGRADING AND GRASSING WORK AND
,:;Tf.1ER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE
:ONTRACTOR / SUBCONTRACTOR UN~L THE SYSTEM IS ACCEPTED
rOR MAINTENANCE,
(28; THE CONTRACTOR / SUBCONTRACTOR SHALL TAKE PRECAUTIONS
,\S NECESSARY TO PROTECT ALL EXISTING UTILITIES DURING
CONSTRUCTION, IF UTILITIES ARE DAMAGED AS A RESULT OF THE
pr,OPOSED WORK, THE CONTRACTOR / SUBCONTRACTOR SHALL
~.EPAIR THE UTILITIES AT NO ADDITIONAL EXPENSE TO THE OWNER,
(29) THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS
HAVE BEEN DETERMINED FROM THE BEST INFORMATION AVAILABLE
AND ARE GIVEN FOR THE CONVENIENCE OF THE CONTRACTOR /
SUBCONTRACTOR, THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
ACCURACY. PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY,
IT SHALL BE THE CONTRACTOR'S / SUBCONTRACTOR'S
RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO MAKE
THE NECESSARY ARRANGEMENTS FOR ANY RELOCA~ONS OF THESE
UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR /
SUBCONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING AN
LJ~~DERGROUND UTILITY, WHETHER SHOWN ON THE PLANS OR LOCATED
BY THE UTILITY COMPANY, ALL UTILITIES WHICH INTERFACE WITH
PROPOSED CONSTRUC~ON SHALL BE RELOCATED BY THE RESPEC~VE
UTILITY COMPANIES AND THE CONTRACTOR / SUBCONTRACTOR SHALL
COOPERATE WITH THE UTILITY COMPANIES DURING RELOCATION
OPERA TIONS. ANY DELAY OR INCONVENIENCE CAUSED TO THE
CONTRACTOR / SUBCONTRACTOR BY THE RELOCA~ON OF THE
VARIOUS UTILITIES SHALL BE INCIDENTAL TO THE CONTRACT AND
NO EXTRA COMPENSATION WILL BE ALLOWED.
(33) THE CONTRACTOR / SUBCONTRACTOR IS EXPECTED TO MEET ALL
THE REQUIREMENTS OF THE CITY OF CLEARWATER AND PINELLAS
COUNTY AND ANY OTHER GOVERNMENTAL AGENCY INVOLVED AND SHALL
OBTAIN ALL NECESSARY TESTS AND INSPECTIONS PRIOR TO FINAL
INSPECTION BY THE OWNER & ENGINEER.
(43) PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR
GROUND SURFACE GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
(52) ALL WORK REFORMED SHALL COMPLY WITH THE REGULATIONS AND
ORDINANCES OF THE VARIOUS GOVERNMENTAL AGENCIES HAVING
JURISDICTION OVER THE WORK.
FLOOD ZONE:
FLOOD ZONE: A12 (EL, 11) MAP#125096 0007 D, 6/1/83 &
BOUNDARY INFORMATION FROM A SURVEY BY KLEIN & STAUB
SURVEYING, INC.
COVER SHEET
HARBORSIDE TOWNHOMES
140 BRIGHTWA TER DRIVE
CLEARWATER BEACH, PINELLAS COUNTY, FLORIDA
;.-" MA,
:':
q.V[ "t1i:::,L~ ;':i:' Ari~'ek~~:' -'-- 0 -~?Omi
"'t;ct;;tiiri~t~~lt", ~@' , -.. "e/' Dad (C~ktY
"1- ";',;' , '" ",.' ' , ..-" ';" ',' 0-'" 52 e IV 1
,,', , ',," '" i''- ,f ," " '"', '< " ". ',"" ","' ,
/~ ~ ~,,:,~,':, i. -', .;1 ,: _ ~~~:.. ';::> ~1>r: / ~; i
r,' ~eW' ,~,rl RI~h'~~~~Ph~r~hiUS~ '""
" ,~,~~h'~,a,,~ ~~n @ __ 89~~,:, , .@."..
.. '.' ,:"".", , , / I ,;'
::i,'; ~:-,'4,d'; J&~I m Harlio;r , , 39
,'T", , ,,~; 'J' , .'~1.} 'Y',: lOt'}, ,33-P'lft'nt City,
, ,:t> 'Y\';'~'}"'j"~~~~~~~er. ~dl~Pt\-""""!
,j" .~., :,;i "i :'; ,. li.rg~:~, 21: ' ~:' .' .~~.. "@ >
Iridian Ro cl(s Bea.ch '; '-~;-~";;'~:"'l.o>Br.aAdon "" '
',~, "',~~:i;,9"'! ~lli!(l1j';:' A'?:'} ~ rl '
.',ji" ' :Pin~lla5 '~'r.kl P ; "~Lki;i3!t~~ kfl' G(j'l
\~~L. ' ':.:'~!,l ' " ,,:~~<l~ ;i--Lt:' .:~ie,erfi3' burg Ll.!.J
'f' '. St~ Pete Bea.ci1)Q-~ "If '~'~it',<;\t" 301' ~
)~: " '.,';: i- '> '.' > ,;i'i,_.,~';:; '-u.,.p~> '~ ~ '
It ""'\''''~'\;:t,.""
''*' .';'::~l;,~I 3~ 4"
:", ",...,'.:..,..,,:,::,',.T.' ",,@2
,; .;..:'~I~I.~~.:,~~~'''~, ..1', ~
, HO'hll~s B~~~h}P' ,? Bradenton
. ues~,CD mine,' Fl;.~: ,:~~~' ::'~,~\_, __04"-'-
D u ette
o
VICINITY MAP
(47) CONTRACTOR IS TO PROVIDE EROS'ON CONTROL / SEDIMENTATION
BARRIER (HAY BALES OR SILTATION CIIRTAIN) TO PREVENT
SILTATION OF ADJACENT PROPERTY, S REETS, STORM SEWERS AND
WA TERWA YS, IN ADDITION, CONTRACTOR SHALL PLACE STRAW, MULCH
OR OTHER SUITABLE MATERIAL ON GROUND IN AREAS WHERE
CONSTRUCTION RELATED TRAFFIC IS H" ENTER AND EXIT SITE. IF, IN
THE OPINION OF THE ENGINEER AND / OR LOCAL AUTHORITIES,
EXCESSIVE QUANTITIES OF EARTH ARE TRANSPORTED OFF-SITE
EITHER BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC, THE
CONTRACTOR IS TO REMOVE SAID EARTH TO THE SATISFACTION OF
THE ENGINEER AND / OR AUTHORITIES AT THE CONTRACTOR'S
EXPENSE.
(57) ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE
DISPOSED OF OFF-SITE IN ACCORDANCE WITH APPLICABLE
REGULA TIONS.
(61) ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL
DATU M ,
(63) THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND
DISCREPANCIES PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL
NOTIFY THE OWNER'S ENGINEER OF ANY CONFLICT BEFORE PER-
FORMING ANY WORK IN THE AFFECTED AREA, INCLUDING
DISCREPANCIES BETWEEN THE PLANS AND FIELD CONDITIONS.
(64) THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS
OF BURIED UTILITIES AND SHALL PROVIDE AT LEAST FORTY-EIGHT
(48) HOURS NOTICE TO THE VARIOUS UTILITY COMPANIES IN ORDER
TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND
UTILITIES IN ADVANCE OF CONSTRUCTION, BY CALLING SUNSHINE
AT 1-800-432-4770.
(65) THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE
TO EXISTING FACILITIES, ABOVE OR BELOW GROUND, THA T MAY
OCCUR AS A RESULT OF THE WORK PERFORMED BY THE
CONTRACTOR CALLED FOR IN THIS CONTRACT.
(66) WORK PERFORMED UNDER THIS CONTRACT SHALL INTERFACE
SMOOTHLY WITH OTHER WORK BEING PERFORMED ON SITE BY OTHER
CONTRACTORS AND UTILITY COMPANIES. IT WILL BE NECESSARY FOR
THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS ACTIVITIES.
WHERE NECESSARY, WITH OTHER CONTRACTORS AND UTILITY
COMPANIES,
(NOTE) NUMBERS ARE NOT CONSECUTIVE
BOUNDARY, TOPOGRAPHIC SURVEY AND LEGAL DESCRIPTION
SUPPLIED BY OWNER.
7 /12/03
REV# DATE
ight 2003 ~ot Published
. /o/i3ft,J ,
.-----
ate:
Copies of these plans ore Not
Valid unless embossed with the
signing Engineer's seal.
CITY OF CLEARWATER USE:
SITE DATA TABLE
EXISTING PROPOSED
REQUIRED / ALLOWED
T(CRD)
ALLOWED
ZONIN G DISTRICT: (LAND USE)
T(CRD) T(CRD)
I MOTEL (12 UNITS) 6 UNIT TOWNHOMES
14,400 SF (0,33 AC) 14,400 SF (0.33 AC)
120 120
20,000 SF MIN (1)
50'
LAND USE:
LOT AREA:
LOT WIDTH:
LOT DEPTH:
120 120
N/A
N/A (1)
35-100 (1)
DENSITY:
N/A
15' + /1
6 UN I TS
35' (3)
STRUCTURE HEIGHT:
AREAS:
BUILDINGS
PAVED AREA
6,604 6,464 N/A
3,029 1,518 (11 %) N/A
4,587 6,418 N/A
46% 12,2 N/A
67% 55% N/A
OPEN SP ACE
FAR %
ISR %
SETBACKS: ~...,..
FRONT: BRIGHTWATER (N) ('\
-t,
VARIES
19'-21'
5
0-15' (1)
10'
10'
SIDE: EAST
VARIES
SIDE: WEST
5
VARIES
VARIES
20
34,40
REAR: CHANNEL (S)
t-.
I
26,663 SF
N/A
VARIES
N.A.
BETWEEN STRUCTURE:
RESIDENTIAL GFA
HEIGHT FROM BFE TO ROOF
28'-8"
PARKING (2)
NOTE1: BASED ON FLEX DEVELOPMENT-COMPREHENSIVE INFILL REDEVELOPMENT PROJECT
NOTE 2: 2 SPACES PROVIDED IN EACH GARAGE
NOTE 3: AS MEASURED FROM FEMA EL 11.00 (NGVD)
NOTE 4: 1.5 SPACES/UNT = 6 X 1.5 = 9 REQUIRED
~l;''':-:-:'''''._-'
i
""....,~~:"
,1,'/ i:
r',
L_
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, t ". ~~~~4~:~&""':~~--..I
LEGAL DESCRIPTION:
LOTS 47 & 48 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
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 48; THENCE
NORTH 00'57'49" WEST, A DISTANCE OF 120,00 FEET TO THE NORTH
LINE OF SAID LOT 48; THENCE NORTH 89'02'11" EAST, ALONG THE
NORTH LINE OF SAID LOTS 47 AND 48, A DISTANCE OF 120.00 FEET TO
THE EAST LINE OF LOT 47; THENCE SOUTH 00'57'49" EAST, ALONG
SAID EAST LINE, A DISTANCE OF 120,00 FEET TO THE NORTH RIGHT-
OF-WAY LINE OF BRIGHTWATER DRIVE, ALSO BEING THE SOUTH LINE
OF LOT 47; THENCE SOUTH 89.02'11" WEST, ALONG SAID NORTH RIGHT-
OF-WAY LINE, A DISTANCE OF 120,00 FEET TO THE POINT OF BEGINNING.
CONTAINING 0.331 ACRES MORE OR LESS,
DRAWING
INDEX:
EILE
COVER
C-1
C-2
C-3
C-4
C-5
L-1
COVER
SITE PLAN & UTILITIES
PAVING, GRADING & DRAINAGE
UTILITY PLAN
GENERAL DETAILS
UTILITY DETAILS
LANDSCAPE PLAN
DEMOLITION NOTE:
ALL EXISTING BUILDINGS, PAVEMENT, WALKS
SIDEWALKS AND MISC PAVEMENT SHALL BE REMOVED
TO ACCOMODATE PROPOSED CONSTRUC~ON
REVISIONS
SHAW
ASSOCIATES
&
DESIGN & DEVELOPMENT CONSULTANTS
1515 1 24TH STREET NORTH
ST. PET RSBURG, FLORIDA 33704
(727) 821-8537 (727) 821-8466 (Fax) Emall: ]shaw.dell.cam
Issued for Construction
REV. DESC.
Designed: S&A Checked: JJS
Drawn: Scale: N/A
Approved: .
Date:
Date:
REV. BY.
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. .. ... - - . . . - - + + ~) 0.....\ -Cl -Cl -Cl -Cl -Cl -Cl . - . - . . - . - - - - . - - - . I
I. . . . . . . . . . . . . . . . . . . -- - t + + + + + \_ S, -Cl -Cl -Cl -Cl -Cl -Cl -Cl -Cl -Cl -Cl .... ~ .
. _ _ .. _. _ _ + + + + ~_'Ill' -Cl.(\ A -Cl A, -Cl 1\ __ . . _ . _..... _ . . . _ . _ . _ . _ . _ . _ . _ .'. .
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6
UNIT TOWNHOMES
GARAGE FLOOR ELEVATION: 6,5
1 ST, FLOOR LIVING ELEVATION: 16,0
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STREET \.11TH CURB
NOTES
STREET \.IITHOUT CURB
1. 2' PVC Morking ColuMns to
be set 12' obove existing
groae ot eoch ena of PVC
sleeves,
Finishea G
Finishea Grode
~
Mi,~, 2' pve
M( rking colUMn
'copped'
Detectoble
Tape
0....
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Min, 2' pve
Marking coluMn
'capped'
II L....:::II Imill
18'Min,
4' Min.
4' Min,
Sch, 80 pve
(Size Varies)
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADt.AINISTRATION
ENGINEERING
End of sleeve to
be copped or
tapped (typicol
each end)
TYPICAL IRRIGATION
SLEEVE
INDEX NO.
409
N
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SIGHT VISIBILITY
TRIANGLE FOR
ROADWAY TRAFFIC
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50' RIGHT-OF-WAY
BR/CHTfrATER lJR/VE
~ OWNER/DEVELOPER LANDSCAPE PLAN ~
GUS DIGIOVANNI PARTNERS, LTD HARBORSIDE TOWNHOMES
153 BA YSIDE DRIVE
140 BRIGHTWATER DRIVE, CLEARWATER BEACH
CLEARWATER, FLORIDA 33657
PINELLAS COUNTY, FLORIDA
.... ~
NO OBSTRUCTIONS
ABOVE 30" HEIGHT
DOUBLE STRAND #12 GAUGE
TWISTED WIRE
2 PIECES OF RUBBER HOSE
1/2" DIAMETER
2"x2" YELLOW PINE STAKE______...
3" SAUCER AROUND TREE
3" SPECIFIED MULCH
I
SYMBOL
-
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\...,~
+ + + +
+ + + +
+ + + +
r- : . : . : . : . :1
6" COMPACTED PLANTING SOIL
UNDISTURBED SUBSOil
11:-~1
1~1
TREE STAKING DETAIL
~7/15/03 REVISIONS ~
SHEET L~l
2 9/29/0 REVISE PER CITY COMMENTS
1 97f57O'3 REVISE PER DRC JS
.... REV# DATE REV, DESC, REV. Br..
N
GRAPHIC SCALE
10 0
~
5
I
10
I
20
I
( IN FEET )
1 inch = 10 ft.
LANDSCAPE SCHEDULE
TYPE COMMON NAME QUANTITY HEIGHT/SIZE
(BOTANICAL NAME) NOTES
CANOPY DAHOON HOLLY 3 10' MIN. H, 2-1/2" CALIPER
30-45' SPACING
UNDERSTORY SPANISH CHERRY 6 1 0' MIN, H, 2-1/2" CALIPER
(MIMUSOPS ELENGI) 15-20' SPACING
UNDERSTORY CREPE MYRTLE 7 8' MIN, H, 2" CALIPER
(LAGERSTROEMIA INDICA) 15-20' SPACING
UNDERSTORY WASHINGTONIAN PALM 11 10' CLEAR TRUNK
(WASHINGTONIA ROBUSTA) 15-20' SPACING
SHRUB CHINESE HIBISCUS 26 2' MIN. H, 3 GAL., 36" O,C,
SHRUB OLEANDER 5 5 GAL, 24" O.C,
(NERIUM OLEANDER)
CLIMBING VINE FICUS PUMILA 80 3 GAL, 24" H, 18" O,C.
GROUND COVER INDIAN HAWTHORNE
(RAPHIOLEPIS INDICA)
3 GAL.M, 18" O,C.
210
GROUND COVER YELLOW LANTANA
(LANTANA CAMERA)
210
1 GAL" 12" O,C,
SOD
ST. AUGUSTINE
3" SPECIFIED MULCH
UNDISTURBED SUBSOIL
6" COMPACTED SUBSOIL
EXCAVATE SHRUB WELL
1-1/2 TIMES SIZE OF CONTAINER
SHRUB PLANTING DETAIL
SHAW
&
ASSOCIATES
DESIGN & DEVELOPMENT CONSULTANTS
1515 1 2 Fourth Street North
ST. PET RSBURG, FLORIDA 33704
(727) 821-8537 (727) 821-8466 (fax)
S-T-R
8-29-15
i<;jht 2003 Not Published
, tv I j/tJ .)
Designed: S&A Checked: JJS Approved: .
Drawn: Scale: 1 "=1 0' Date:
ate:
Copies of these plans ore Not
Valid unless embossed with the
signing Engineer's seal.
INV. EL.=1,58
12"CMP
WA TERVIEW VISIBILITY TRIANGLE
\
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LOT 49
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RETENTldN AREA
760 S.lF,
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CURB INLET
INV,=1.97
OWNER/DEVELOPER
GUS DIGIOVANNI PARTNERS, LTD
153 BAYSIDE DRIVE
CLEARWATER, FLORIDA 33657
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NOTE: EXISTING DOCKS
FOR USE BY RESIDENTS
AND/OR GUESTS ONLY
i
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TO BE CONVEYED______ ~:!
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o DESIGN & PERMIT BY OTHERS
~ GATE W/ SELF-CLOSING
LATCH @ 54" HIGH PER CODE....
34.6'
--
UNIT TOWNHOMES
GARAGE FLOOR ELEVATION: 6,5
1 ST. FLOOR LIVING ELEVATION: 16,0
6
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50' RIGHT-OF-WAY
SITE PLAN
HARBORSIDE TOWNHOMES
140 BRIGHTWA TER DRIVE, CLEARWATER BEACH
PINELLAS COUNTY, FLORIDA
;.:::::~
.:.- -
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BR/CHFfI7A FER LJR/VE
- - r-
WA TERVIEW VISIBILITY TRIANGLE
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LOT 46
..
I
'-5.4'-1
NOTE: NO OBSTRUCTIONS OVER 30" HIGH
ALLOWED WITHIN 20' OF BACK OF CURB
VEHICLES NOT TO ENCROACH ON SIDEWALK
---'
I CONST, 6" THK.
L 5' SIDEWALK
W/W,W,M,
----
-- ---
'\
~7/15/03 REVISIONS ~
SHEET C~l
2 9/29/03 REV. PER CITY COMMENTS
1 9/15/03 REV. PER DRC COMMENTS JS
.... REV# DATE REV. DESC. REV. BJ.il
~
N
GRAPHIC SCALE
'~
5
I
10
I
20
I
( IN FEET )
1 inch = 10 ft.
FLOOD ZONE: A12 (EL. 11) MAP#125096 0007 D. 6/1/83
BOUNDARY INFORMATION FROM A SURVEY BY KLEIN & STAUB SURVEYING, INC.
JOB #030094.2 5/27/03
LEGAL DESCRIPTION:
LOTS 47 & 48 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
MORE PARTICULARLY DESCRIBED AS FOLLOWS:
BEGINNING AT THE SOUTHWEST CORNER OF SAID LOT 48; THENCE
NORTH 00.57'49" WEST, A DISTANCE OF 120,00 FEET TO THE NORTH
LINE OF SAID LOT 48; THENCE NORTH 89.02'11" EAST, ALONG THE
NORTH LINE OF SAID LOTS 47 AND 48, A DISTANCE OF 120.00 FEET TO
THE EAST LINE OF LOT 47; THENCE SOUTH 00.57'49" EAST, ALONG
SAID EAST LINE, A DISTANCE OF 120,00 FEET TO THE NORTH RIGHT-
OF-WAY LINE OF BRIGHTWATER DRIVE, ALSO BEING THE SOUTH LINE
OF LOT 47; THENCE SOUTH 89.02'11" WEST, ALONG SAID NORTH RIGHT-
OF-WAY LINE, A DISTANCE OF 120,00 FEET TO THE POINT OF BEGINNING,
CONTAINING 0,331 ACRES MORE OR LESS.
NOTES:
1. EACH INDIVIDUAL UNIT WILL HAVE A ROLL-OUT
GARBAGE CAN TO BE HOUSED WITHIN GARAGE
SPACES. EACH CAN WILL BE ROLLED OUT TO
CURB ON SANITATION PICK-UP DAYS,
2, ALL EXTERIOR SITE LIGHTING WILL CONSIST OF
INDIVIDUAL ATTACHED "COACH TYPE" LIGHT FIXTURES
FOR EACH UNIT PLACED ON THE BUILDING WITH
NO SPILLAGE TO NEIGHBORS,
3. NO SIGNAGE PROPOSED ON SITE.
4. 12 PARKING SPACES ON SITE (TWO WITHIN
EACH GARAGE STACKED)
5. EXISTING UTILITY POLES AND METERS TO BE
RELOCATED AND/OR REMOVED.
LOT SIZE: 14,400 S,F, / 0.33 AC.
EXIST. BLDG. COVERAGE: 6,604 S.F. 4670
PROP, BLDG, COVERAGE:
6,464 S.F. 4570
EXIST, CONC/ ASPH.: 3,029 S.F, 2170
PROP. PAVER DRIVES:
1,518 S.F,
1070
EXIST, GREEN SPACE: 4,767 S.F, 33%
SHAW
Designed: S&A
.... Drawn:
ASSOCIATES
DESIGN & DEVELOPMENT CONSULTANTS
1515 1/2 Fourth Street North
ST. PETERSBURG, FLORIDA 33704
(727) B21-B537 (727) B21-B466 (Fax)
Checked: JJS
Scale: 1"=10'
PROP. GREEN SPACE:
6,418 S,F.
44%
&
~
Approved: ,
Date:
S-T-R
8-29-15
.lJ:].:;;;;",/'hed
Date:
Copies of these plans., are Not
Valid unless embossed with the
signing Engineer's seal.
~
CLEARWA TER HARBOR
r:-----Ti
I" // I L------l
"12'x12' r
I " "/ I ------...,
I ~~T I I' I
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WOOD DOCK
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(SEE DETAIL)\
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INV, EL. -1,58
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CURB INLET 7' <1
INV,=1,97 I ~
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'0~
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ments see Note B.
EMERGENCY OVERFLOW
/1.(3~EE DETAIL) .'Y'Y
/ 1 CONC, SEAWALL 7
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UNIT TOWNHOMES
GARAGE FLOOR ELEVATION: 6,5
1ST. FLOOR L~VIN ELEVATION: 16.0
~
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'01/
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3
UNIT
4
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TOP OF BANK: 5.00
RETENTION AREA "B"
760 S.F.
-- BOTTOM: 4.00
----
MES
_-~~INV: 4^
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Max Slope ~ 1"
1"~ Max Slope
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6
TYPICAL DRIVEWAY CROSS SECTION
ED
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=---
~-
i-t--
i-!--
f-L- -
@~[m.)
Remove Back of Curb on Stote or Vertical Curbs with a vertical Saw cut
or Remove entire Curb and Replace as Part of Sidewalk Ramp,
Modified and Valley Gutter Curbs
join exist back of curb
12" ~ Textured Surface
1"~ Max Slope ~
... . . . . .
,-
Remove to an
even joint or sawcut
RETENTION AREA
760 S.F.
BOTTOM:
y
I I I I I
I I I I I
L.l 4
I I I I I I I
"TJI--.-----= =J =R-~
~ I~
t
I I I I I I
4" PVC TYP.
/ BEiWEEN DRAINS
I I I I I I
4<1
~
Joint
<1
/
~
MATCH
S'85ilV2 '!!"W '2000 rp)
<1 ~ L
q ~/4
<1
<1
<1
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 wlll be permitted on concrete
sidewolks 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 surfoce to be light broom finish.
7, Concrete driveway construction sholl be 6" thick w 6x6/1 Ox1 0
welded wire mesh reinforcement.
y
~
\S
\J)
".J
~
\()
hf
~
~
~
-::::\
~
y
<1
<1
A
4
v.~
~-- --
IMA TCH
v
- -- -- --~,
v~.
- ---- ---- - - ~-'
~
4
<1
A
cON" - -- 0 ~:l[-f~~
,-, ~"?" ",. MA TCHI
rV
~'
IMATCHI
BR/CHFfI7A FER LJR/VE
LOT 46
If "x" is less than 48" then
the slope of the flared side
shall not exceed 12:1,
ISOMETRIC VIEW
CURB
TRANSITION
DROP
CURB
CURB
TRANSITION
M A TCHI
~~y
-/-
50' RIGHT-OF-WAY
BACK OF SIDEWALK
..........-
~----I__I~~
FLOW LINE
ELEVATION A-A
NOTES:
1. Ramps are designed to the
Uniform Federal Accessibility Standards
to comply 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 FOOT
Roadway and Traffic Design Standards, Detail 304
10' TRENCH
DRAIN (TYP,
@ EA, DRIVE)
Or Most Recent Modifications,
-1-
~ OWNER/DEVELOPER PAVING & GRADING PLAN ......
GUS DIGIOVANNI PARTNERS, LTD HARBORSIDE TOWNHOMES
153 BAYSIDE DRIVE 140 BRIGHTWA TER DRIVE, CLEARWA TER BEACH
CLEARWATER, FLORIDA 33657 PINELLAS COUNTY, FLORIDA
.... ~
1/4" per Foot
.
"~.. " l>, 4' ,
Back of Curb
3000 psi conc 6" thick. Constr. 6"
thick at driveways with 6x6 #10
welded wire mesh. See note 7,
SECTION B-B
8. Ramps sholl hove 0 tactile surface, textured to 0 depth not
exceeding 1/8" by use of tamp ar roller in conformance with
requirements of FDOT Roadway and Traffic Design Standards,
Detail 304 or most recent modifications,
TYPICAL SIDEWALK
CONSTRUCTION AND
RAMP DETAIL
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
INDEX NO.
109
CONC. SIDEWALK
Match Existing if
Existing Sidewalk ~
Grass Planting or Other
Non-Walking Surface~
6"
4'/5'
6" 6" Vertical Curb
~ in Transition
,~
'1-
RAMP CURB
,.
Exist. Type I Curb
~
I.Remove _Back of Curq I'" Flow Line
if Existing
RETURNED CURB RAMPS
CURB
CONC. RAMP
Textured Surface
. ..
.
12: 1 MAX.
SECTION B-B
TYPICAL SIDEWALK
CURB CUT RAMPS
PHYSI CALLY HAN DICAPPED
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
INDEX NO,
109
VARIES
1'-0.
alEST
_TDI EDGE CF 1EAM.L eN'
NOlE: CanRAC'RIt TO
API'\. Y ClIlCIO[lf;
WATDPROOf' MASTIC PRICIt
TO ~ CllNNEC110N TO
EPliar .. lACK
, -=::::::::J,
. (1YI')
NlIlE: ~V~TO
. CAP D.EVAnoNS
...
~
~
q
~
OVERFLOW @ SEAWALL
N,T.S.
~
SHAW
&
N
GRAPHIC SCALE
10 0
~
5
I
10
I
20
I
( IN FEET )
1 inch = 10 ft.
;/:'0
~.
= EXIST, GROUND ELEVATIONS
~ PROPOSED GRADE
NOTES:
1, BOUNDARY, EXISTING CONDITIONS AND
EXISTING ELEVATIONS FROM A SURVEY
BY EAGLE CONSULTANTS, JOB #030084,2 5/19/03
2. ALL RUNOFF FROM PROPOSED BUILDINGS TO BE
COLLECTED BY ROOF DRAINS AND DOWN SPOUTS
3. RUNOFF FROM FRONT PAVERS TO ENTER MUNICIPAL
COLLECTION SYSTEM,
4. WA TER QUALITY POND IS SIZED TO ACCOMODA TE
3/4" OVER TOTAL SITE AREA INCLUDING THE
RUNOFF FROM PAVERS.
ASSOCIATES
~
DESIGN & DEVELOPMENT CONSULTANTS
1515 1/2 Fourth Street North
ST. PETERSBURG, FLORIDA 33704
(727) 821-6537 (727) 821-8486 (Fax)
Designed: S&A
.... Drawn:
Approved:
Date:
I
I CLEAN
-OUT
~/~
- -~-
~
Ll 5' CO~ALK q. ~
H___~~(-
)(~'l-
"7/15/03 REVISIONS ~
SHEET C~2
2 9/29/03 REVISE PER CITY COMMENTS
1 9/15/03 REVISE PER DRC COMMENTS JS
.... REV# DATE REV. DESC, REV. B~
Checked: JJS
Scale: 1"=10'
S-T-R
8-29-15
(DC. ;right 200;:ot IjJblished
k/~1/4.J
Date:
Copies of these plans are Not
Valid unless embossed with the
signing Engineer's seal. ......
i-------l
I WOOD I
I I
I DOCK I
I I
I r---.-J
I I
I I
I I
I I
I I
I I
I I
\':-----711
I" // I L------l
"~2'X1~ r
I I ------...,
I ~~T I I' I
I / " I I I
I / LIFT "I I
'I WOOD I
~_____+J I
DOCK
I )
I /
I /
I //
I (
I I
I I
I I
I
CLEARWA TER HARBOR
CONST.
F.D.C.
(SEE
DETAIL)
I
CONST. 35' C900 4" PVC FIR\~ I
SUPPLY DR14 W/36" COVER I
I
INV. EL,=1,58
12"CMP
I
I
I
I
I
I
I
I
I
: ~
I I
I
I
I
I
: ~
I
I I i II I I
~--
'ii : II ! I i I:
---- ---/--
--~I! /
Ii:
i
I I
RETENTION AREA "A"
760 S. F.
t------ -
POOL
-- ,-
/ )~-
/ ---
-, ---
r~'-
--
f
LOT 49
6 UNIT TOWNHOMES
GARAGE FLOOR ELEVATION: 6,5
1 ST, FLOOR LIVING ELEVATION: 16.0
~
c:s
'J)
'\.J
~'
\()
~
~
~
~
~
~
50' RIGHT-OF-WAY
,.. OWNER/DEVELOPER UTILITY PLAN ~
GUS DIGIOVANNI PARTNERS, LTD HARBORSIDE TOWNHOMES
153 BAYSIDE DRIVE 140 BRIGHTWATER DRIVE, CLEARWATER BEACH
CLEARWATER, FLORIDA 33657 PINELLAS COUNTY, FLORIDA
~ ~
~2 1/2 " F.D.C. BY
CLASS V CONTRACTOR
2- 2-1/2" CONNECTIONS
4"x2" REDUCER
I
I
I
F.D.C.
N.T.S.
DECK
@
1.3' CONC. SEAWALL
, I
I I
I I
I .
~'::-......
- -
4" G.V.
90.
-- 4" I
I
I
I
I I
I
RETENTION AREA "B"
760 SF
! ./ CONST, 480 L.F. SILT FENCE
~ ALONG PROPERTY LINE
~
c:s
'J)
'\.J
~
\()
LOT 46
r-.f
~
~
~
~
~
NOTE:
SANITARY CONNECTIONS SHALL BE INSTALLED
PER CITY STANDARDS (INDIVIDUAL SERVICE
CONNECTION FOR EACH UNIT)
CLEAN OUTS SHALL BE INSTALLED
@ SERVICE WYES PER CITY STANDARDS
60' D.I.P.
COVER
NT CUT & RESTORATION
CTION
OINT
TAP
VE
.'
,.. 7/15/03 ~
REVISIONS
SHEET C~3
2 9/29/0~ REV, PER CITY COMMENTS JS
1 9/15/03 REV. PER DRC COMMENTS JS
~ REV# DATE REV. DESC. REV. B~
N
57' 4" PVC DR 14
DET AIL
GRAPHIC SCALE
10 0
~
5
I
10
I
20
I
( IN FEET )
1 inch = 10 ft,
~ SHAW & ASSOCIATES ~
DESIGN & DEVELOPMENT CONSULTANTS @)CO~''';'hl.2003 No~;,t""d
1515 1,~2 Fourth Street North !/~)6J
ST. PET RSBURG, FLORIDA 33704 S-T-R
(727) 821 -8537 (727) 821-8466 (Fax)
Date:
Designed: S&A Checked: JJS Approved: , 8-29-15 Cofties of these plans are Not
Va id unless embossed with the
~ Drawn: Scale: 1 "=1 0' Date: signing Engineer's seal, ~
GRADE
WATER MAIN
(D.i.P, OR P,Y,C.)
1131
MIN, SPEC, COVER
QI
~
.
......
!..
T
1B' Mln.
24' Ma.x,
Ma.x, 15' - Mln, 4'
18" MIN. VERTICAL CL.
Dlsta.ncE' Va.rlE's
Box
Ba.ck of C~rb
or
-~"g, of Po.,",nt
v~
AclJ~sta.bl~
V a.l VE' Box __________
~12"
I MIN,
WATER MAIN
(D,i.P, OR P,Y,C.)
ME'ch, Joint Va.IJ
VI
'Cj
~
!..
o
...
C !..
:i: QI
>
~ 8
1 ...
o
?u ..I:
.p
a.
QI
~
NOTES:
1, ALL BOLTED FITTlNGS ARE TO BE POLYETHYLENE
WRAPPED,
2. IF YALVE(S) IS TO BE LOCATED WITHIN A PAVED
SURFACE, OR WITHIN 3' FROM PAVING, IT IS TO BE ENCASED
IN A CONCRETE COlLAR PER P,C,U.E. STANDARDS,
3. IF FIRE HYDRANT IS TO BE LOCATED WITHIN 10 FT.
OR LESS OF A VEHICULAR TRAVELED AREA, GUARD POSTS
ARE TO BE INSTALLED PER P,C.U.E. STANDARDS UNLESS
OTHERWISE APPROVED BY THE DIRECTOR OF PINELLAS COUNTY
UTlLlTlES ENGINEERING OR AUTHORIZED REPRESENTATlVE.
4. IF DISTANCE BETWEEN YALVE AND HYDRANT IS 10 FT.
OR GREATER, AN ADDITlONAL YALVE IS TO BE INSTALLED
FOR CONTROL OF HYDRANT UNLESS OTHERWISE APPROVED BY
THE DIRECTOR OF PINELLAS UTlLlTlES ENGINEERING OR
APPPROVED REPRESEN T A Tl VE.
R/W
SAN, SEWER
FORCE MAIN
--01
C
:i:
IJhE'n Va.lvE' Occ~rs In ROa.cI~
SE't Ba.sE' on la-COMMOn Brick, ~
1:;:;:;IISI~1
~
1
?u
ONLY APPROVED
r
HYDRANT
BURY
LINE
...
10'
10'
KE'nnE'cly G~a.rclla.n No, K-B1A
M~llE'r CE'nt~ria.n No, A-423
U,S, PipE' ME'tropollta.n
""- ~ ~ot,c Moln
RE'stra.lnlng Joint
18"10 20"
18" OR LESS
VERTlCAL CL,
~
~~i'
NOTE~ i
1. StE'a.ME'r ConnE'ctlon to Fa.cE' StrE'E't,
2, All FirE' Hyclra.nts to ha.vE' 5 1/4' Va.lvE' SE'a.t,
3, FirE' Hyclra.nts Sha.ll bE' Pla.cE'cI a. t StrE'E't CornE'rs
or In thE' R,O,IJ, AclJa.cE'nt to SlclE' Lot LInE'S
IJhE'nE'vE'r PossiblE',
4, SE'E' ShE'E't 3 for Typica.l ConnE'ctlons P. Fittings,
<Typ,)
TYPICAL VALVE SETTING
""'tMCl. n,t,s,
. .
.
TYPICAL FIRE HYDRANT SETTING
q"
SA""'" s~ '
GRAVITY MAIN
. .
<l
'2""
L", ,,,,,,.,,, " "P
OR P.Y.C, SAN. SEWER IS REQ'D
WHEN THE VERTICAL CLEARANCE
BETWEEN WATER & SEWER MAINS
IS 18" OR LESS,
VERTlCAL CLEARANCE
NOTE:
CONC. ENCASEMENT OF SAN, SEWER
GRAVITY MAIN IS NOT REQ'D WHEN
C.i.P, OR D,i.P, IS USED IN PLACE
OF Y,C.P. OR P,Y,C, FOR A MIN. OF
10' EACH WAY FROM q,OF WATER MAIN
NOTES.
\. 'WATER MAINS TO BE ON NORTH or EAST SIDE OF R,O,'W" APPROX, 4 FT, BACK OF CURB
UNLESS OTHER'WISE 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 'WITHIN THE SUBDIVISION, DRIVE 'WAYS
SHALL NOT BE BUILT OVER METERS,
3, ALL LINES SHALL BE CHLORINATED ..nd PRESSURE TESTED (TEST FOR ONE HOUR l! 150 P,S,I,)
UNDER THE DIRECTION OF THE UTILITIES DEPARTMENT, ArTER SUCCESSFUL COMPLETION OF THE
TESTING ..nd CHL~INATION, THE PRESSURE SHALL REMAIN ON THE SYSTEM AT ALL TIMES,
4, TEN FT, SEPARATION REQUIRED BET'WEEN PARALLEL 'WATER .. SANITARY SE'WER LINES,
5, SADDLE IS REQUIRED FOR ALL SERVICE CONNECTIONS TO 4' PVC M"INS, SADDLE IS
REQUIRED FOR 2' SERVICE CONNECTIONS TO 6' onol LARGER PVC MAINS, LARGEST SERVICE
CONNECTION TO A 4' MAIN IS I 1/2' ..nd LARGEST TO ANY MAIN IS 2',
6, MINIMUM DISTANCE BET 'WEEN SERVICE TAPS TO BE NOT LESS THAN 36',
ConnlOctlng PIKIO w/lntlOgr..Uy 1ro - FlrlO Hydr..nt ASSIOMbly
C..5t M..ch, Joint Glo.nd en CTyp,)
enlO End-D.!, Ret..to.bl.. MIOCh, -..............
Jelnt Gl..nd en OthlOr End, ------- I
LIOngth V....,..s
(SIOIO Neb I)
V..lv.. ..nd Hyd....nt T....
wiD,!. Roto.to.bl.. MIOCh, Joint ~
Gl..noI on Pl..ln End B....nch, - MIOCh, Joint
V..lvlO
UNDISTURBED
EARTH
(TYPICAL) ~
SPEC'D COVER
ADJUST ABLE
YALVE BOX
~R,W, YALVE
~ VARIES c1
l' 10 10'
.
MIN, SPEC. COYER
WATER MAIN
d=(D.i.P. OR P,Y,C,)
10" MIN,
o ... HORIZONTAL CLEARANCE
""- 'W..tlO.. M..ln
N,T,S'I
RESILIENT WEDGE
CONTROL YALVE(M,J,)
ANCHORING COUPLING OR
RESTRAINED PIPE
YARIES
:to\!
Th....o.d..d Ce..pe..o. tlen Step
MUELLER HISOOe
0." o.pp..ev..d ..quo.l \
<To.p o.t 4S' Angl..)
So.ddl.. If' R..qul....d
S.... Net.. S ~
r Cu..b Step
/' MUELLER HI4350 with Leck 'WIng o.nol
~ Cel'lp....sslen Inl..t 0." o.pp..ev..oI ..quo.l
NOTES,
\. On Hyol..o.nts R..qurlng Runeut
L..st Two. Jelnts Must Be R..st....,n..d
PIOr DIOto.ll 403 (2 ef' 2),
LEGEND
Y,C,P,= VITRIFIED CLAY PIPE
P. Y,C.= POLYVINYL CHLORIDE
D.i.P,= DUCTlLE IRON PIPE
BETWEEN WATER & SEWER MAINS
IS 18" OR LESS.
So.oI011.. sho.U ho.v.. deubl..
sto.lnl..ss st....l st..o.ps
with ..peKY ceo. t..oI
oIuctll.. I..en bedy,
\. IJo.t.... S....vlc.. Tubing
D..lsceplp.. 5100 0." Endet/Yo...0I1..y
Blu.. J..t, SDR 9, 340e Pely..thyl..n..
TYPICAL HYDRANT SETTING
FIRE HYDRANT ASSEMBLY
..
3'
'W'
n.t.s.
5'
SEWER GRAVITY MAIN
Y,C,P, OR P.Y.C, SAN,
an or~~~
~UIUC "liIIiNt'l&I'C' _nOlI
~
Va.rlE's
...,
Finish gra.dE' to
a.llow 0.4' Mln" 1.0'
Ma.X, fa.ll frOM
property linE' to
ba.ck of c~rb,
R/IJ
I
WATER MAIN SERVICE
CONNECTION DETAIL
HORIZONTAL CLEARANCE
'"ftd"'
18" MAX,
r · USF No., 7605 OR
.. USF No.. 7635
YALVE BOX AND HEXAGONAL COVER
MARKED'S' [NOT REQ'O IN SODDED AREAS]
EXPANSION JOINT
MA TERIAL
~
i
NOTE
1. RISES SHALL BE INSTALLED ON ALL WYES (BOTH PRESENT & FUTURE SERVICES)
TO PROVIDE DEPTH AT SERVICE NOT OVER 4.0' EXCEPT WHERE OTHERWISE REQUIRED,
2. MINIMUM CUT UNDER ROADWAY - 4,0'.
MINIMUM CUT AT PROPERTY UNE - 3.0' OR AS REQUIRED FOR SERVICE,
3. RISERS SHALL PREFERABLY FOLLOW SLOPE OF BANK TO REQUIRED DEPTH,
4. RISER MA,~RIAL SHALL BE THE SAME AS MAIN MATERIAL.
WATER / SEWER CLEARANCES
N,T.S.
It
. 4"X6" DOUBLE SWEEP TEE
.. OR 6"X6" STRAIGHT TEE
". 6" PVC CLEANOUalR
. 4" PYC CLEANOUT
HDMEDIJNER OIJNED
AND MAINTAINED
SERVICE PIPE
..
Tapped Flang/
Ball Valv/
r Brass Nipples
I <Typ,)
2' Backflow
/ Pre venter
~ Tapped Flange
~ Ball Valve
PA
~
CITY OIJNED
AND
MAINTAINED
Flow
6" PVC
~ GLUED PLUG
/ NOTE:
GLUED PLUG TO REMAIN
IN PLACE UNTlL PLUMBER
MAKES CONNECTlON.
SECTION
ANY VARIANCE MUST HAVE
IJRITTEN APPROVAL OF THE CITY
ENGINEER,
SEE NOlE 2
. (SINGLE FAMILY RESIDENTlAL)
. (MUL ll-FAMIL Y RESIDENTlAL AND COMMERCIAL)
SE'rvlcE' La. tE'ra.1
~LUG
'- 30' CURVE
'- SINGLE "Y" BRANCH
90. Brass Ell
BYPASS DETAIL
TO GRAVITY SEWER
NOTE'
All La. tE'ra.1 Ma. tE'rlals, Inclucllng
a.pprovE'cI CIE'a.no~t ha.rclwa.rE', arE'
to E'xtE'ncl to thE' R/IJ or to thE'
E'a.SE'ME'nt linE' a.s notE'cI,
SERVICE CONNECTION - DETAIL
ALTERNATE DETAIL
AT TOP OF RISER
Resilient Seat
OS 8. Y Valve~
Flanged T e~
90. Be~ ~
Approved Backflow
! Prevente~
Resilient Seat
/ os &. Y Vo.lve
/ Flanged Tee
/ / Flanged 90.
o ~ Unlflange
Bend
ELEYA TlON
SECIlQti
STREET LATERAL DETAILS
INDEX NO,
SEWER SERVICE CONNECTION DETAIL
N.T.S.
Flanged
6" PYC
6" X 4" HARCO PYC REDUCER
REQUIRED FOR CONNECTION TO
EXISTING CLAY SERVICES
(DONUTS NOT ALLOWED)
DUCTILE
IRON
PIPE
RE STRAINT
NOTES:
1, NEW SERVICES SHALL BE 6" PYC.
2. CONTRACTOR SHALL BE REQUIRED TO
MAKE CONNECTION TO EXISTlNG SERVICES
AND TO PROVIDE UNINTERRUPTED SERVICE,
3, CONTRACTOR SHALL INSTALL BALL
MARKER PER MANUFACTURER'S
SPECIFICA 1l0NS,
P,V,C,
PIPE
RESTRAINT
SANITARY SEWER CLEANOUT
THE FOLLO'WING 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
THE FOLLO'WING JOINTS MUST BE RESTRAINED IN ALL APPLICATIONS'
1. BEND - INLET AND OUTLET
2, TEE - ALL BRANCHES
3, OFFSETS - INLET AND OUTLET
4, CAPS
5, PLUGS
6, DEAD ENDS
7, HYDRANT RUNOUTS SHALL BE RESTRAINED AS DEAD ENDS
Supports
M,J, 90.
.
Flow
TYPICAL COMPOUND ~ATER METER SET
I. L
.\ ~ Megolug RestrQiner <Typ,)
RestrQining GQsket <T~
L
.1 ~ Thrust RestrQlnt <Typ,)
NOTE'
1. 0 S &. Y Valve Handles will be Chained and Locked,
2, Meter Sets will be Painted After Installation,
3, Bypo.ss Pipe 8. Fittings Shall be Threaded Brass,
n,t.s,
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 Cft,)
FIGURES BASED ON 30' DEPTH BURY, 150 PSI TEST PRESSURE,
8' PVC MAXIMUM SIZE USED IN SYSTEM
ON ALL TEES, A MINIMUM OF 5' SHALL BE
RESTRAINED ON EACH RUN LEG,
L = MINIMUM LENGTH TO BE
RESTRAINED ON EACH SIDE OF FITTING Cft.)
'* = CONTACT ENGINEER FOR VALUES
FIGURES BASED ON 30' BURY DEPTH, 150 PSI TEST PRESSURE
FIGURES DON'T APPLY TO POLY 'WRAPPED PIPE
* APPROVED R,P, DEVICES
Hersey-Beeco Model 6CM
AMes 5000 SS
'Watts Model 909 or 009
Conbraco 40200
* APPROVED DOUBLE -CHECK VALVES
Hersey- Beeco Model No, 2
AMes 2000 SS
'Watts Model 709 or 007
Conbro.co 40100
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
TYPICAL COMPOUND
WATER METER SET
900 RISE
3",4" and 6" MODELS
INDEX NO,
405
NOTE: THRUST RESTRAINT AT FITTINGS AND VALVES SHALL BE
BY USE OF EBBA IRON MEGALUG RESTRAINERS, THRUST RESTRAINT
BET'WEEN PIPE JOINTS SHALL BE BY EBBA IRON SERIES 1500
RESTRAINERS,
NOM, ELBOW'S (oIeg,) VAL VE DEAD
PIPE TEES
SIZE 11,25 22,50 45 90 BRANCH END
4 2 4 9 21 28 46
6 3 6 12 29 47 65
8 4 8 16 38 66 85
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINE ERING
THRUST
RESTRAINING
NOM, ELBOW'S (oIeg,) VALVE DEAD
PIPE TEES
SIZE 11.25 22,50 45 90 BRANCH END
4 2 3 7 17 18 30
6 2 5 10 23 30 42
8 3 6 12 30 42 54
12 4 8 17 42 '* 76
16 5 10 22 53 '* 97
20 6 13 26 63 '* 117
NOTE: THRUST RESTRAINT ON SLIPJOINT DUCTILE IRON PIPE SHALL BE U,S,
PIPE FIELD LOCK GASKETS FOR TYTON JOINT PIPE or AMERICAN FAST-GRIP
GASKETS FOR AMERICAN FASTITE PIPE, THRUST RESTRAINT ON DUCTILE
IRON FITTINGS SHALL BE PROVIDED BY THE USE OF MEGALUG RETAINERS
AND MECHANICAL JOINT FITTINGS,
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
THRUST
RESTRAINING
INDEX NO.
403
INDEX NO.
403
~ OWNER/DEVELOPER UTILITY DETAILS ~
RODGER'S BEACH DEVELOPMENT HARBORSIDE
140 BRIGHTWA TER DRIVE
CLEARWATER, PINELLAS COUNTY, FLORIDA
..... ~
~ ""IIIl
06/23/03 REVISIONS
SHEET C~4
..... REV# DATE REV. DESC. REV. B~
,.. SHAW & AS S 0 ClATE S ""IIIl
DESIGN & DEVELOPMENT CONSULTANTS v~t~;r'd
1515 ~~2 4TH STREET NORTH . ' . ;:,:', ,,;v, ~"J'-'1iJ/~~.J
ST, PET RSBURG, FLORIDA 33704
(727) 821-8537 (727) 821-8466 (Fe.) Emell: jshawOldsfl,cem 1'1:
Designed: S&A Checked: JJS Approved: Conies of these plans .,are Not
" Va id ,unless embossed' with the
~ Drawn: Scale: N/A Date: ~', . ,;\.'>->,.....: : ,.,~in.~ E'rnjiruier's seal. ......
Interlocking Concrete P
{, Sand Filled Joints
01 I[
Concrete Sand ~ 0
& Bedding Cours~
1/2" - I" ~
Course
Granula~
Base
... . .. . . . . . . . . . .. . .. . . . . . .. . . . . . . .. . . . . . . . . .. . . . . . . . . . . .
COMpacted~/ /
Subgrade / / /_
II!
II!
III
INSTALLATION PATTERN
(Pattern will vary with selected paver)
TYPICAL CROSS SECTION
1. Interlocking po.ving units sho.ll genero.lly be insto.lleol in o.ccorolo.nce with r'lo.nufo.ctures requireMents,
2, Po.ver Thickness: 2 3/8" Resiolentio.l, Light Duty Tro.ffic; 3 1/8" COMMercio.l, Heo.vy Duty Traffic
3, Concrete Po.vers to conforM to ASTM C936-82,
4, Course Gro.nulo.r Bo.se shall be in o.ccorolance with Mo.nufactures requireMents (4' Min. for 2 3/8' pavers
anol 8' Min, for 3 1/8" pavers), Gro.nulo.r bo.se sho.ll be crusheol concrete or other 1'10. terial approveol by City Engineer,
5, Coloring or oIye shall be uniforM throughout eo.ch concrete po.ver unit, Dlppeol or externo.lly coloreol po.ver units o.re uno.ccepto.ble,
6, Po.vers sho.ll be insto.lleol with eolge restro.int o.nol confineol with ceMenteol po.ver units, curbs, poureol concrete or other sulto.ble Methool,
7, Flno.l finisheol surfo.ce sho.ll be of uniforM elevo.tlon or slope,
8, Subgro.oIe sho.ll be free of clo.y, orgo.nics, or other 1'10. terio.ls which will o.llow future settleMent o.nol COMpo.cteol to 98% AASHTO T -180-57,
INTERLOCKING CONCRETE
BLOCK PA VERS
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
INDEX NO,
113
4"XS" Interlocking Concrete Pavers,
'Wash Sand/CeMent Mix Into Joints
1/2" - 3/4" Sand Setting Coarse
6" (Min) Concrete 3000 PSiI Saw Cut Exist, Asph,
'With Fiber Mesh
, . 12" ~ Existing Asphalt
'vi ARNING
CONTRACTOR TO CALL 'SUNSHINE STATE ONE CALL'
1-800-432-4778 48 HOURS PRIOR TO ANY CLEARING
DR CONSTRUCTION FOR EXISTING UTILITY LOCATIONS,
Ex, Base
*All exposed concrete edges
to be hand tooled,
PAVING HEADER DETAIL
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
PA VING HEADER &
BRICK PA VER DETAIL
INDEX NO,
116
BUILDING
WALL
4" DOWNSPOUT
L EXIST OR NEW GRADE
---
--
~
""
""
""
MITERED
END SECTION
DRAIN
6" PVC DRAIN PIPE
PIPE DETAIL
N,T,S,
OWNER/DEVELOPER
...
20.00'
I-
17.00'
SPACING OF POSTS
TO BE 6-10 FEET APART
FILTER FABRIC
MATERIAL
t
2' rN
FOR ADDITIONAL STRENGTH
FILTER FABRIC MATERIAL CAN
BE ATTACHED TO A 6-INCH (MAX)
MESH WIRE SCREEN WHICH HAS
BEEN FASTENED TO THE POSTS
BACK~LLED TRENCH
FIL TER FABRIC
MATERIAL SECURELY
FASTENED TO THE
POSTS OR IF USED
THE WIRE MESH
A TT ACHING TWO SILT FENCES
\
. . ~---T-
APPROXIMA TEL Y 8
INCHES OF FILTER
FABRIC MATERIAL
MUST EXTEND INTO
A TRENCH AND BE
ANCHORED WITH
COMPACTED
BACKFILL MATERIAL
-- -----' ,.... ,--
PLACE THE END
POST OF THE
SECOND FENCE
INSIDE THE END
POST OF THE
FIRST FENCE
1
(m.f/-
ROTATE BOTH
POSTS AT LEAST
180 DEGREES IN
A CLOCKWISE
DIRECTION TO
CREA TE A TIGHT
SEAL WITH THE
FABRIC MATERIAL
DIRECTION OF RUNOFF WATERS
t
t
t
DRIVE BOTH
POSTS ABOUT 10
INCHES INTO THE
GROUND AND
BURY FLAP
~
APPROXIMA TE
4-INCH BY
4-INCH TRENCH
--.m. ___ /' --
INSTALLING A
FABRIC SILT
FIL TER
FENCE
CITY OF CLEARWATER, FLORIDA
PUBLIC WORKS ADMINISTRATION
ENGINEERING
INDEX NO,
607
GENERAL DETAILS
7/11/03
GUS DIGIOVANNI PARTNERS, LTD
SHEET
C~5
Roll of 12 1/2" Guage Welded
Fence, 2"x2" Mesh, 8"-10"
Diameter Filled With 3" Stone.
60.00'
A
A
POND
A
(NTS)
55.00'
-I
B
B
POND B (NTS)
Building Block Laid 6" From Throat
Web Horizontal.
Spacer Block
NOTES:
1, Fiberous filler material in front of block
prevents gravel from washing into structure,
2. 2"x4" Behind block and across throat helps
keep block in place, Place in outer hole
of spacer block.
3. Bales of hay and sod, similarly placed,
may also be used.
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
..
20'
TOP OF BANK 5.00
--
OF BANK 5.00
D, H, W, WATER QUALITY ELEV. 4,33
o
SOD
SIDE SLOPE 4: 1
SIDE SLOPE 4: 1
POND BOTTOM ELEV. 4.00
S. H. W. ELEV. 2.50
CITY OF CLEARWATER
o
POND A
SECTION
A-A
N,T.S,
TOP OF BANK
i.
5.00
17'
-I
--
OF BANK 5.00
SIDE SLOPt
~
SOD
D, H, W. WATER QUALITY ELEV. 4.33 0
SOD
SIDE SLOPE 4: 1
POND BOTTOM ELEV. 4.00
S, H. W, ELEV, 2.50
CITY OF CLEARWATER
o
POND B
SECTION B-B
N.T,S.
SLOPE =
SLOPE 4:1
SOD
1'--- 3'-0" --,
MERGENCY HIGH STAGE
OVERFLOW WEIR
NTS
Gravel Filler
2"x3" Perterred
Fiberious Filler Material
Building Block or Drilled 2"x6"
2"x4" Timber
WErR CREST 4,33
8' 6'
~ TOP SKIMMER 5,25
Sill
STAINLESS LAG BOLTS
TWO (2) STANDARD
CONCRETE BLOCKS
WITH CONCRETE
FILLED CELLS
CONST A UMINUM SKIMMER
36" X 10" X 1/4'
Spacer Block
OVERFLOW WEIR Be SKIMMER
NTS
TEMPORARY SEDIMENT
TRAP AT CURB INLET
INDEX NO,
604
REVISIONS
REV# DATE
REV, DESC.
REV. B'r:
r- SHAW & AS SO CIATES ""'IIIl
DESIGN & DEVELOPMENT CONSULTANTS t"~~tYdbH'h'd
1515 \62 4TH STREET NORTH ." ",~,1 ~
ST. PET RSBURG, FLORIDA 33704 . ... - /. ~: . ~
(727) 821-8537 (727) 821-8466 (Fax) Emall: jshawOldsfl.carn Date:
. .... .,\~ .l.. .:r'......."'.;
Designed: S&A Checked: JJS Approved: Conitls' "O'(Ulese plans ore Not
..... Drawn: N/A Vo Jdunless embossed with the
Scale: Date: signin.gEn(jirieer'~"seat. ' , ....,j
HARBORSIDE TOWNHOMES
140 BRIGHTWA TER DRIVE
CLEARWATER, PINELLAS COUNTY, FLORIDA
HARBORSIDE
TOWNHOMES
THE
A REPLAT OF LOTS 47 AND 48, "BAYS IDE SUBDIVISION No.
MAP OR PLAT THEREOF, AS RECORDED
RECORDS OF PINELLAS COUNTY, FLORIDA. LYING
RANGE 15 EAST, CITY OF CLEARWATER,
2", ACCORDING
IN PLAT BOOK 27, PAGES 32 AND 33 OF
IN SECTION 8, TOWNSHIP 29
PINELLAS COUNTY, FLORIDA
TO
THE PUBLIC
SOUTH,
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 DESCRIBED AS FOLLOWS:
STATE OF FLORIDA )
COUNTY OF PINELLAS )
LOTS 47 AND 48 OF /IBAYSIDE SUBDIVISION No. 2/1, 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 MORE PARTICULARLY 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 SOUTHWEST CORNER OF SAID LOT 48; THENCE NORTH 00057'49/1 WEST, A DISTANCE OF 120.00 FEET TO
THE NORTH LINE OF SAID LOT 48; THENCE NORTH 89002'11/1 EAST, ALONG THE NORTH LINE OF SAID LOTS 47 AND 48, A
DISTANCE OF 120.00 FEET TO THE EAST LINE OF LOT 47; THENCE SOUTH 00057'49/1 EAST, ALONG SAID EAST LINE, A
DISTANCE OF 120.00 FEET TO THE NORTH RIGHT-OF-WAY LINE OF BRIGHTWATER DRIVE, ALSO BEING THE SOUTH LINE OF
LOT 47; THENCE SOUTH 89002'11/1 WEST, ALONG SAID NORTH RIGHT-OF-WAY LINE, A DISTANCE OF 120.00 FEET TO THE
POINT OF BEGINNING.
THIS
DAY OF
, 2003.
ATTEST: KARLEEN F. DE BLAKER, CLERK
PINELLAS COUNTY, FLORIDA
DEPUTY CLERK
CONTAINING 0.331 ACRES MORE OR LESS
DEDICATION:
CERTIFICATE OF APPROVAL OF CITY COMMISSION:
THE UNDERSIGNED CERTIFIES THAT IT IS THE OWNER OF THE ABOVE DESCRIBED TRACT OF LAND HEREBY PLATTED AS
/IHARBORSIDE TOWNHOMES/I, THAT IT GRANTS TO THE CITY OF CLEARWATER, A POLITICAL SUBDIVISION OF THE STATE OF
FLORIDA, 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.
STATE OF FLORIDA )
COUNTY OF PINELLAS )
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.
OWNER: HARBORSIDE TOWNHOMES, LLC, A FLORIDA LIMITED LIABILITY COMPANY
APPROVED:
BY:
AGOSTINO DIGIVANNI, MANAGER
WITNESS
WITNESS: PRINT NAME
WILLIAM B. HORNE II, CITY MANAGER
WITNESS
WITNESS: PRINT NAME
REVIEWED FOR CONFORMITY TO CHAPTER 177, PART 1, FLORIDA STATUTES:
ACKNOWLEDGEMENT:
THOMAS L. MAHONY
PROFESSIONAL SURVEYOR AND MAPPER
LICENSE NUMBER LS 6289 - STATE OF FLORIDA
CITY OF CLEARWATER, PUBLIC WORKS ADMINISTRATION
ENGINEERING DEPARTMENT
DATE:
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 HARBORSIDE TOWNHOMES, LLC, A FLORIDA LIMITED LIABILITY COMPANY, WHO IS
PERSONALLY 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 HARBORS IDE TOWNHOMES, LLC FOR THE PURPOSE THEREIN EXPRESSED, AND THAT THE
SAID DEDICATION OF PLAT IS THE ACT AND DEED OF SAID LIMITED LIABILITY COMPANY.
WITNESS MY HAND AND OFFICIAL SEAL THIS
DAY OF
2003.
SURVEYOR'S CERTIFICATE:
COMM I SSON No.:
MY COMMISSION EXPIRES:
I, BRUCE A. KLEIN, THE UNDERSIGNED, REGISTERED SURVEYOR AND MAPPER, HEREBY CERTIFY THAT ON THE 24TH DAY OF AUGUST,
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.
B;U~A. K~I~s'IDENT
FLORIDA PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION No. 5052
FLORIDA LICENSED BUSINESS No. 6928
NOTARY PUBLIC
NAME OF NOTARY (PRINTED OR STAMPED)
JOB No,: 030094P.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
HARBORSIDE
TOWNHOMES
A REPLAT OF LOTS 47 AND 48, "BAYSIDE SUBDIVISION No.2"" ACCORDING TO
THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 38, 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
-
o
N
II
..-
CLEARW A TER HARBOR
o
I
I
10
20
I
40
I
12'x12'
BOAT
LIFT
WOOD
DOCK
WOOD
DOCK
SPKND
NORTH LINE OF LOTS 47 & 48
N8go 02'1111E 120.00'
1.3' CONCRETE
SEAW ALL
6.46'(P)
SPKND
PC
O[:>-j
I () T ,)
4.0' DRAINAGE AND/OR
UTILITY EASEMENT
N
;--l
o
o
i ~ ,'\ Y S i [ ) 1 S u tJj [) \i! S I ()!" . :- j (). /
(c .',! i )()()/ ;;1 , ~) ;,(; ~));; .~ j)
,
<.::::----
COMMON AREA
N
-...,J
o
o
19.00'
N89002'11"E
18.34' 18.34'
111.36'
18.34'
18,34'
19,00'
.
o
SPKND
= SET PERMANENT REFERENCE MONUMENT 4ux4u, PSM
= SET (5/8u) 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
~z CD 0 CD CD 0 (/) ~
C0 rrl
rrlo 0 Ul
UlO 0 -1
-1 0 0
,(]I (]I ,
-...... ...... z
z - ~ rrl LOT 46
LOT 49 rrl~ z Z z z z z Z <0
<0 00 0 0 0 0 0 00 a BAYSIDE SUBDIVISION No.2
BA YSIDE SUBDIVISION No, 2 a - 00 0 0 0 0 0 00 1"'1
(PLA T BOOK 27, PAGES 32 -33) 'l~ ~ 0 0 0 0 0 0 o ~ '1 (PLA T BOOK 27, PAGES 32 -33)
()l ()l .....
~()l (Jl (Jl (Jl (Jl~ t\) ,
,..... o:! -...,J -...j -...j -...j -...j :!o 0 a
at\) - - -
---j? Z~ ~ ~ ~ ~ ~ ~z 0 -1
c.D c.D c.D c.o c.D c.D c.o
0 ~~ = - = =~ q ~
~o ~ ~ ~ ~ ~ -...j
co 1"'1 ~1"'1
>c.D c.D c.D c.D c.o c.D c.o>
0J 0J 0J 0J 0J 0J 0J
0 0 0 0 0 0 0
0 0 0 0 0 0 0
- -
P.O.B.
SOUTHWEST
5052. CORNER OF LOT 48 10' UTILITY
(P.B. 27, PGS, 32-33 EASEMENT
- - -- --
6.46'(P) 4.32' 4.32'
19,00' 18.34' 18.34' 18,34' 18.34' 19.00'
LEGEND:
SCM
PCP
P.O.B.
PSM
PC
P.B.
PGS.
(P)
LB
LS
PC
S8go 02'1111W 120.00'
NORTH RIGHT-OF-WAY LINE
N N
(Jl (Jl
o 0
N
(Jl
o
FND.
R-2030,OO'(P) NAIL
SPKND
50' RIGHT-OF-WAY
(P,B, 27, PGS, 32-33)
S89002'11"W 120,00'
SPKND
6.46'(P&M)
S89002'11"W 317,85'
- ~PKND
(NO 10)
N
(Jl
o
BRIGHTWATER DRIVE
N
(Jl
o
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOTS 47 AND 48, ACCORDING
TO THE MAP OR PLAT THEREOF, HAVING A BEARING OF SOUTH 89002'11u 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.
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.
JOB No,: 030094P.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
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 HARBORSIDE TOWNHOMWES HOMEOWNERS
ASSOCIATION, INC.