FLD2003-12069
FLD2003-12069
190 BRIGHTW ATER DR
DELFINO BAY
PLANNER OF RECORD: WW
ATLAS # 276A
ZONING: T
LAND USE: RFH
RECEIVED: 12/26/2003
INCOMPLETE:
COMPLETE:
MAPS:
PHOTOS:
STAFF REPORT:
DRC:
CDB:
CLWCoverSheet
E
SECTION 8 ,TOWNSHIP 29 S, RANGE 15
CITY OF CLEARWATER
PINELLAS COUNTY, FLORIDA
LEGEND
...
~
~
z ~~
000
- co '"
'; ~~
~ ~z
" I- ~~
~ -~
O ,,'^
MQ
Do !:: z
Z xi
~ ~x
~ ... '"
L- 0-....
r- 10'"
co'^
. M....Z
I
~ ~~
~ ~;(
I- _~
Z ~ I
W "....
~-
z
o
~
-
>
z
w
LEGAL DESCRIPTION
( <)
,)
>,C)'
X
EXIST. ELEVATION
10
EXIST. CONTOUR
A PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 29 SOUTH,
RANGE 15 EAST, PINELLAS COUNTY, FLORIDA. BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 34 AND 35 OF BAYSIDE SUBDIVISION No.2, ACCORDING
TO THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27,
PAGES 32 AND 33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY,
FLORIDA,
CONTAINING 0.312 ACRES MORE OR LESS.
+ 10.00
NEW ELEVATION
NEW CONTOUR
EXIST. STORM SEWER
- - -10- -
... \il
en.
NEW STORM SEWER
-
NEW UNDERDRAIN
I ___________ 1
\
~
EXIST. SAN. SEWER
t""')
:", .'
_1_1-'-
NEW SAN. SEWER
ii
I-I~
, I
r
! -
lTr
; tt7/ f
j I~:
EXIST. WATER SERVICE - - - - - - - - -
NEW WATER SERVICE - - - - - - - - -
.~
..
NEW INLET .
NEW SAN. MANHOLE .
.~
:. .'
. 0
M
,,0-
Z....1t\
_!:It\
Zj"
Z '^)~
4t-~
"':0
A.~-
t-~
Q'^g
ZO'"
4Zri
... ~ ....
..It-
....~
>
. .... ~ 10
..."'~M
_ '" 0-
>,...~It\
-0...=
\I 10 '" ....
C.O.
- 1 _[j]_ 1 _
NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
I" t 1 ! I I I \ 1'1 I 1 I I I I 1'1'11 II
I I t \ I ! ~ I ! I I 1 I I I ~ ' I ' ! I , I I 'I
L.....'
I ..:
, ~ ,;"
','
NEW ASPHALT
'. '
,
NEW CONCRETE
.c.:.
TEMP. SILT BARRIER
4
POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
METtR
BACKFLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
M
B.F.P.D.
F.H.A.
F.D.C.
T.B.O.
T.&V.
.'. . '"', . 'i
~ t';..; , '
I l
"t' ,I
.f f
if
I/
.Ii
~ ; ...
; J~ "
l J ~l
i//
.f t ;
. . .
///
/' .:. .~
/ /' /'
l i f
/ /'./
, . ,
,..' .~. .:4
t .' ,
/ " :-
:: i !
I NES Comm.: 0358 I
I Drawn By: LB. I
I Checked By: H.G. I
l~
,~' : \1' ,I \ I
) I"
,I
I
,.
~~
!~
Ii
MIA! 1:
tI ,,/
~ ,,'"
12/22/03
190 BRIGHTWATER DRIVE ~ RECEIVER SITE t
TDR DATA TABLE
SENDER SITE MAXIMUM EXISTING / I PREVIOUSLY REMAINING UNITS TO BE
ALLOWABLE APPROVED TRANSFERRED A V AILAOLE TRANSFERRED
DENSITY UNITS ON SITE I UNITS UNITS TO RECEIVER
1 SITE
I
.-....""
MOORINGS I 9 UNITS 6 UNITS ONE (1) UNIT TO 2 UN TS 1 UNIT
620 BAYWAY (BASED ON .33 530 SOUTH
ACRE SITE ) GULFVIEW BLVD.
BOULEVARD ( HARBOR VIEW GRANDE )
Descri tion
UPDATED NOTES
SITE DATA
EXISTING (E) PROPOSED (p) REQUIRED
TOURIST TOURIST TOURIST
ZONING:
R.F.H. R.F.H. R.F.H.
LAND USE:
OVERNIGHT ATTACHED ATTACHED
USAGE: ACCOMMODATION DWELLINGS DWELLINGS
13,610. S.L 13,610. S.F. 10,000 S.F.
LOT AREA: 0.312 AC 0.312 AC
12 MOTEL UNITS 10 UNITS W /TDR 9 UNITS MAX.
DENSITY OF 1 UNIT 30 UNITS PER AC.
BUILDING COVERAGE: 4,137. S.L 6,802 S.F. N/A
(S.F. &: % OF GROSS SITE) 30.4% 50%
GROSS FLOOR AREA (S.F.): 4,137. S.F. 19,895 S.F. N/A
F.A.R.: 0.30 1.46
FRONT: N/A 14.5' TO BLDG. 15'
4.2' TO PVMT
BLDG. 8.3'1'0 BLDG. 10'
SETBACKS: SIDE: N/A 0' TO POOl. DECK &: BOARDWALK
REAR: N/A 0' TO POOL DECK 20'
0' TO BOARDWALK
45.08' FROMBFE TO ROOF DECK
BLDG. HEIGHT: N/A 4.16' FROM ROOF DECK TO 35'
TO TOP OF PARAPET/RAILING
16' fROtA ROOF DECK TO TOP OF
ELEVATOR TOWERS ct CHUTE TOWERS
14.25' FROM ROOF DECK TO TOP
or PAVIWON
-PAVED'lERICUo.RlJsr-AREA: 1,106 S.F. 1,070 S.F. - PVMT OUTSIDE or BLDG. N/A
(V.U.A.) 5,288 S.f.- PVtAT UNDER THE BLDG.
IMPERVIOUS SURFACE RATIO: 9,169 S.F. 8,615 S.F. .95
(I.S.R.) 0.67 0.63
OPEN SPACE: 4,441 S.F. 4,995 S.F. N/A
(S.F. &: % OF GROSS SITE) 33% 36.7%
PARKING LOT INTERIOR LANDSCAPE: ---- -420S:F.
30%
(S.F. &: % OF V.U.A.) (OF V.U.A. OUTSIDE OF THE BLDG.) 10%
PARKING: N/A 16 15
-
PARKING CALCULATIONS: 1.5 SPACES PER UNIT x 10 UNITS = 15 REQUIRED PKG. SPACES
INDEX OF SHEETS
C1.1 CIVil SITE DATA
C1.2 CIVil SITE SPECIFICATIONS
C2.1 DEMOLITION SITE PLAN
C3.1 STAKING SITE PLAN
C4.1 GRADING AND DRAINAGE
SITE PLAN
C5.1 UTiliTIES SITE PLAN
C6.1 CIVil SITE DETAilS
l1.1 lANDSCAPE SITE PLAN
l1.2 LANDSCAPI: DETAilS AND
SPECIFICATIONS
I.
co
LO
I'-
wC'?
>C'?
-<C
0:::0
0-
0:::0:::
wO
1--1
<C LL....
~ffi
:I: I-
C)<C
-3:
0:::0:::
"'<C
OW
0)-1
~(.)
:2
<(
<0
..-
<D
..-
o
..-
<C
~
C
LLI
I-
.....
en
-.I
.....
>
-
(..)
~
ca
o
z
-
LL.
...J
W
C
-.t
o
o
N
--
..-
..-
--
10
Ol
~
u
Ii
w
>
o
(J
-c::
o
FLOOD ZONE INFORMATION
THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE AE (EL.11) PER FLOOD INSURANCE RATE MAP 12103C 0102 G
MAP REVISED: SEPTEMBER 03, 2003
~
Q)
10
~
.c
Ol
'C
III
o
0>
..-
SITE PLAN APPROVED
CASE if. ~p Z-Do3- ) LOw"
CASr TYPE c..1)t.p
D~C DPJE Jlli~~
CUB [M.l E IJ 5
~~T~/\TUR~~~. _
)elL- ~~~~d
\)~ Q.
TIllS DRAWING IS -'N INSlRUMENT Of SERVICE AND SHALl REMAIN TIfE PROPERlY or THE
ENGINEER, AND NOT BE REPRODUCED, PU OR USED IN AHf WAY Wlrnour
lliE CONSENT TIlE ENGINEER. IGHT 2004 NOT rull.lstlED
eo
10
(")
o
--
en
-
o
Q)
.0'
~
0.
o
<(
(J
o
-
:J
<(
(")
o
o
~
X
C1.1
MAY 11200+
KENNETH H. ROUSH, P .E. # 33366
COPIES OF THESE PLANS ARE Nor VAlJD UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAL
SURVEY INFORMATION PROVIDED BY A SIGNED &: SEALED SURVEY BY:
BRUCE A. KLEIN PLS # 5052
DATED: 12/10/03
,
I
I
I
.'
I
,
"
I
.'
i
h
i
i
I
I
I
co
l()
('t)
o
--
(/)
'0
Q)
'0'
'. ...
.,..i 0-
o
c( I'
o
o
-
.::1
,C(
('t)
o
o
~
(/)
Q)
ii:
'0
Q)
'e-
a.
"0
~
o
-
::I
ctI
-c::
Q)
c:
Q)
(/)
Q)
ji=
CLEARING AND GRUBBING NOTES ICON'TI
S.W.F.W....D. / EROSION CONTROL NOTES
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING.
8. THE CONTRACTOR WILL BE RESPONSIBLE FOR MAKING A VISUAL INSPECTION OF THE
SITE AND WILL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF ALL
UNDERGROUND AND ABOVE GROUND STRUCTURES THAT WILL NOT BE INCORPORATED
WITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PLANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CAlliNG THE OWNER AND REQUESTING
A CLARIFICATION OF THE PLANS PRIOR TO DEMOLITION.
9. 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.
1. DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. THE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STORM WATER DIRECTED TO IT. AnER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FINAL SIX (6) INCHES AND SOD. CONTRACTOR TO MAINTAIN THE SIDE SLOPE REQUIRED
AND SHOWN ON PLAN, AND NOTIFY ENGINEER FOR AN INSPECTION PRIOR TO SODDING.
3. THE RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARLY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY I
IN PARTS OFF SITE.
4. AnER COMPLETION OF THE PROJECT, THE OWNER WILL BE RESPONSIBLE FOR THE
OPERATION AND MAINTENANCE OF THE STORMWATER FACILITIES. ACTIONS INCLUDED
SHALL BE REGUlAR MOWING OF THE BOTTOM AND SIDE SLOPES, PLUS PERIODIC
INSPECTIONS AND REMOVAL OF DEBRIS, TRASH, ETC. THAT MAY BLOCK THE
OPENINGS IN THE CONTROL STRUCTURES.
5. ALL DISTURBED CONDITIONS SHALl BE RESTORED TO NATURAL CONDITIONS OR BETTER.
6. ALL SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORMWATER BASIN.
10. ALL EROSION AND SILTATION CONTROL METHODS SHALL BE IMPLEMENTED PRIOR TO
THE START OF CONSTRUCTION AND MAINTAINED UNTIL CONSTRUCTION IS COMPLETE.
11. WHEN CONSTRUCTION IS COMPLETED, THE RETENTION/DETENTION AREAS WILL BE
RESHAPED, CLEANED OF SILT, MUD AND DEBRIS, AND RE-SODDED IN ACCORDANCE
TO THE PLANS.
12. CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY
BALES OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY,
STREETS, STORM SEWERS, WATERWAYS, AND EXISTING WETlANDS.
WATER SYSTE" NOTES
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAILURE TO INSTALL OR PROPERLY MAINTAIN THESE BARRICADES WILL
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
40D-4 &: 40D-40 F.A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WI:rH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
1. ALL WATER MAINS SHAlL HAVE A MINIMUM OF 36 INCHES OF COVER.
2. ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHAlL BE CLASS 52 IN ACCORDANCE' WITH ANSI A 21.50
(AWWA C 150) AND ANSI A 21.31 (AWWA C 151) AND PIPE SHALL RECEIVE
EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21.6, 1 21.8 OR A
21.51 AND SHALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS LARGER THAN 2" SHALL BE DUCTILE IRON CLASS 53 IN ACCORDANCE
WITH AWWA C-110 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111. FITTINGS SHALL BE
CEMENT MORTAR LINED AND COATED IN ACCORDANCE WITH AWWA C-104.
5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE WITH AWWA
C-900. PIPE SHALL BE CLASS 150 AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D-2241.
6. WATER MAIN PIPING OF LESS THAN 4" SHALl BE PER ASTM 02241-89.
7. ALL FITTINGS 2" AND SMAllER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TYPE JOINTS.
8. ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT WEDGE
MEETING THE REQUIREMENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE LOCAL UTILITY AND FIRE MARSHALL
10. THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
11. THRUST BLOCKING SHALL BE PROVIDE!) AT ALL FITTINGS AND HYDRANTS AS SHOWN
ON DETAILS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL
BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES.
13. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
MAINTENANCE AND OPERATIONS INSPECTIONS FOR STORM WATER DISCHARGE FACILITY
1. ALL SODDED AREAS SHALL BE MOWED AND MAINTAINED PROPERLY.
2. UNDER NO CIRCUMSTANCES SHALL THE RETENTION AREA BE FILLED WITH ANY OTHER
SUBSTANCE THAN STORMWATER.
3. SWALE AREAS SHALL BE KEPT CLEAN AND FREE OF ANY OBSTRUCTIONS.
4. IF DAMAGE TO THE SYSTEM DOES OCCUR, THE SYSTEM SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN.
OPERATION & MAINTENANCE OF THE STORMWATER SYSTEM
THE OWNER SHALL PERIODICALLY MONITOR THE STORMWATER SYSTEM (PIPE CONVEYANCE
SYSTEM AND RETENTION POND) FOR SILT AND SEDIMENTATION BUILD UP. THE PIPE
CONVEYANCE SYSTEM SHALL BE FLUSHED, AS DEEMED NECESSARY NO LESS THAN TWICE A
YEAR. ALL MATERIAL SHALL BE COLLECTED DOWNSTREAM AND REMOVED. THE RETENTION
POND SHALL BE KEPT MOWED AND THE BOTTOM FREE OF DEBRIS. IF WATER STANDS IN
THE POND MORE THAN 48 HOURS THE OWNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS THAN TWICE A YEAR TO RESTORE THE
PERCOLATION CHARACTERISTICS OF THE POND. THE OWNER WILL BE RESPONSIBLE TO MAKE
SURE THAT TO THE BEST OF HIS ABILITY NOTHING ENTERS THE SYSTEM BESIDES
STORMWATER THAT COULD DETERIORATE THE FUNCTIONING CAPABILITIES OF THE SYSTEM, I.E.
GASOLINE, OIL. GREASE, CHEMICALS, ETC.
THE POND UNDERDRAlN SYSTEM SHALL BE INSPECTED ANNUALLY AND RETROFITTED AND
FLUSHED SEMI-ANNUALLY. CLOGGED OR SPENT FILTER MATERIAL SHALL BE DISPOSED OF IN
ALL MANNERS AS WITH THE HANDLING OF HAZARDOUS WASTE. THE SPENT FILTER MATERIAL
SHALL BE DISPOSED OF IN A PERMITTED FACILITY.
EROSION AND SILTATION CONTROL NOTES
<3
a.
.-:..
c:-
e?
o
a.
E
Q)
~
1. 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 ONTO ADJACENT PROPERTIES, OR INTO EXISTING WATER BODIES, MUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE LAND ALTERATION PROCESS. SUCH i
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANY OTHER DISTURBANCE OF THE SITE BEGINS.
2. 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, AND WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTALLATION. I
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDRAlN PIPE. IN ADDITION, PERMANENT RETENTION AREAS MUST
BE TOTALLY CLEANED OUT AND OPERATE PROPERLY AT FINAL INSPECTION AND AT :
THE END OF THE WARRANTY PERIOD.
4. SWALES, DITCHES AND CHANNELS: ALL SWALES, DITCHES AND CHANNELS lEADING
FROM THE SITE SHALL BE SODDED WITHIN (3) DAYS OF EXCAVATION. ALL OTHER
INTERIOR SWALES, ETC., INCLUDING DETENTION AREAS WILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
5. PROTECTION AND STABILIZATION OF SOIL STOCKPILES: FILL MATERIAL STOCKPILES
SHALL BE PROTECTED AT ALL TIMES BY ON-SITE DRAINAGE CONTROLS WHICH
PREVENT EROSION OF THE STOCKPILED MATERIAl. CONTROL OF OUST FROM SUCH'
STOCKPILED MATERIAL, MAY BE REQUIRED, DEPENDING UPON THEIR LOCATION AND THE
EXPECTED LENGTH OF TIME THE STOCKPILES WILL BE PRESENT. IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS.
6. MAINTENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AnER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPEClnCATIONS
1. ALL SANITARY SEWER MAINS &: LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2. ALL SANITARY SEWER MAINS &: SERVICE LATERALS SHAlL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWISE INDICATED ON THE
CONSTRUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW WORK TO EXISTING
LINES OR APPURTENANCES, THE CONTRACTOR SHALL VERIFY LOCATION AND
ELEVATION OF EXISTING CONNECTION POIINT AND NOTIFY OWNER'S ENGINEER OF
ANY CONFLICTS OR DISCREPANCIES.
5. PVC PIPE AND FITTINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-3034-77C, MA SDR 35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE WITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2321.
ALL S,~ITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, WITH A
GREEN MAGNETIC TAPE A MINIMUM OF 2'- WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN".
7. ALL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21.50
(AWWA C 150) AND ANSI A21.51 (AWWA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 21.6, A 21.8, OR A 21.51.
8. ALL SANITARY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAlNS THAT
REQUIRE DJ.P. ARE TO BE POLYUNED OIR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
WATER SYSTE" TESTING AND INSPECTION REQUIRE..ENTS
1. ALL COMPONENTS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION, AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCCr,;;\NCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS.
2. NEW WAfER MAINS
AnEi~ ~OMrLETlON OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PL~roRMED IN ACCORDANCE WITH THE LOCAL JURISDICTION WATER SYSTEM
STANDARDS AND SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONFORM WITH COUNTY PUBLIC HEALTH UNIT
REQUIPEMENTS AND RESULTS FORWARDED TO THE ENGINEER. UNDER NO CIRCUMSTANCES
SHALL A. NEW WATER SYSTEM BE PLACED INTO SERVICE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A, RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN ISSUED.
SANITARY SEWER NOTES
<'
~
~
o
(D
o
.......
o
'0
l()
o
,....
-
Q)
-,
C
01
'in
Q)
o
~
c(
<Xl
c:'!
,....
l()
a;
~
o
o
N
-
(D
-
~
c;
~
"0
Ii
w
>
o
o
-c::
o
THE FILTER SAND SHALL BE WASHED MATERIAL MEETING F.D.O.T. ROAD AND BRIDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
THAN ONE (1) PERCENT SILT, CLAY AND ORGANIC MATTER), UNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER WITHIN THE
FILTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0.20 TO 0.55 MIWMETERS IN DIAMETER; A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER. i
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FILTER .
SAND IS LESS THAN 0.125 CM/SEC. A REPLACEMENT OF THE FILTER SYSTEM WILL
BE REQUIRED AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR SHALL HAVE THE
SAND TESTED AND APPROVED BY THE ENGINEER PRIOR TO INSTALLATION. IT IS
RECOMMENDED THAT THE CONTRACTOR HAVE THE FILTER SAND TESTED AND APPROVED.
2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
ASTM 0 3033, HAVE MINIMUM OF SIXTEEN (16) 3/8 INCH DIAMEfER ~ERFORATlONS'
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 1350 OF THE PIPE.
3. THE CONTRACTOR SHALL PROVIDE DEWATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDER DRAIN AND ALL OF ITS COMPONENTS.
4. THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL THE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA
5. SWFWMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM.
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERMEABILITY
SHALl BE INCLUDED IN THE AS-BUILT SUBMITTAL
SANITARY SEWER TESTING AND INSPECTION REQUIRE..ENTS
...
Q)
-
ctI
~
.c
01
'C
CD
o
m
,....
1. ALL GRAVITY SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR. CONTRACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION.
2. THE CONTRACTOR SHALL PERFORM AN EXFlLTRATION TEST ON ALL GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION.
MAXIMUM ALLOWABLE lEAKAGE RATE: 100 GPD PER INCH PIPE DIAMETER PER MILE.
TEST RESULTS ARE TO BE SUBMITTED TO THE REGULATORY AGENCY FOR APPROVAL
COORDINATION AND NOTIFICATION OF ALl PARTIES IS THE CONTRACTOR'S
RESPONSIBILITY.
3. ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO BE CREATED BY THE ENGINEER OF RECORD AND SUBMITTED TO THE
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
CLEARING AND GRUBBING NOTES
,"
", .,'
1. PRIOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
TREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRlffiN APPROVAL FROM THE
OWNER.
2. THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
CONSTRUCTION IN ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
SOILS REPORT ARE AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING
COMPANY. QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY.
3. THE CONTRACTOR SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
PLANTED WITH OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
CONSTRUCTION.
4. THE TDP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING I
PURPOSES, UNLESS OTHERWISE DIRECTED BY THE OWNER.
WATER/SEWER CLEARANCE REQUlRE..ENTS
VERTICAL ClEARANCE AT CROSSINGS
GRAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BETWEEN THE INVERT OF THE UPPER PIPE AND
THE CROWN OF THE LOWER PIPE. THE CROSSING SHALL BE ARRANGED SO THAT THE SEWER
JOINTS AND WATER JOINTS WILL BE EQUAL DISTANT FROM THE POINT OF CROSSING WITH ND
LESS THAN 10 FEET BETWEEN AN'( TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALl BE
UTILIZED:
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 n. LINEAR SEPARATION BETWEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D.I.P. FOR 20 FEET CENTERED ON THE
CROSSING (10 n. LINEAR SEPARATION BETWEEN JOINTS);
5. ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS. ONLY -GRADING BY
HAND" IS PERMITTED WITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
1____
..
.
WATER/SEWER CLEARANCE nEQUIREMENTS ICON'TI
C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TES1ED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING; OR
D. EITHER THE WATER MAIN OR THE SEWER LINE MAY BE ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTH SIDES OF THE CROSSING, MEASURED
PERPENDICULAR TO THE WATER MAIN. THE CARRIER PIPE SHALL BE OF MATERIALS
APPROVED BY THE DEPARTMENT FOR USE IN WATER MAIN CONSTRUCTION.
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN THERE IS NO ALTERNATIVE TO
SEWERS CROSSING OVER WATER MAINS. IN SUCH INSTANCES, ADEQUATE STRUCTURAL
SUPPORT SHALL BE PROVIDED FOR THE SEWER TO MAINTAIN LINE AND GRADE.
HORIZONTAL SEPARATION BETWEEN PARALLEL LINES
GRAVITY SEWERS OR FORCE MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY
FROM ANY EXISTING OR PROPOSED WATER MAIN. THE DISTANCE SHALL BE MEASURED EDGE
TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10FT. SEPARATION, THE
WATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ElEVATION SO THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, AND THE
WATER AND SEWER JOINTS SHALL BE STAGGERED.
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SEWER MUST BE CONSTRUCTED OF SLIP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING.
SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER LINE IS TRANSPORlING WATER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF RECLAIMED WATER LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED. A MINIMUM HORIZONTAL SEPARATION OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BE MAINTAINED BETWEEN REClAIMED
WATER LINES AND EITHER POTABLE WAfER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTICAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS.
WHEN REClAIMED WATER LINE IS TRANSPORTING WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE RECLAIMED WATER MAIN SHAlL BE TRfATED LIKE A SANITARY SEWER, AND A 10 n.
HORIZONTAL AND 18 INCH VERTICAL SEPARAlION SHALL BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND ALL EXISTING OR PROPOSED POTABLE WATER MAINS. NO
MINIMUM SEPARATION IS REQUIRED BETWEEN THE RECLAIMED WATER MAIN AND SANITARY
SEWERS, OTHER THAN THAT NECESSARY TO ENSURE STRUCTURAL INTEGRITY AND PROTECTION
OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBfAIN PROPER HORIZONTAL AND VERTICAL SEPARATIONS
AS STIPULATED ABOVE, DEP MAY ALLOW DEVIATION ON A CASE-BY-CASE BASIS IF SUPPORTED
BY DATA FROM THE DESIGN ENGINEER. APPROVAL FOR THE DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
GRADING AND DRAINAGE NOTES
1. ALL DELETERIOUS SUBSTANCE MATERIAL. (I.E. MUCK, PEAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE pLANS, OR AS DIRECTED BY THE
OWNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFILLED WI1H APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COLLAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PLACED. DEWATERING SHAlL BE USED AS REQUIRED.
3. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS.
4. PVC STORM PIPE, 12" AND SMALLER SHALL CONFORM TO AWWA C-900, CLASS 150
STANDARDS, UNLESS OTHERWISE NOlED.
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RETENTION/DETENTION POND AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STHEETS AND STORM DRAINAGE
CONSTRUCTION SHALl BE IN ACCORDANCE WI1H THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
ELEVATION(S) OF THE STORM PIPES(S).
STORM PIPE SHALL BE SAW-CUT EVEN WITH THE STRUCTURE WALL(S).
GROUT AROUND PIPES FOR WATER TIGHT AND SMI)OTH FINISH.
PAYING, GRADING & DRAINAGE TESTING AND INSPECTION REQUIREMENTS
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAl INSPECTION BY THE OWNER'S SOILS ENGINEER PRIOR TO THE PLACEMENT OF
BACKFILL
2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
ACCEPTANCE OF THE PROJECT.
3. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIRED PURSUANT WITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING CONSTRUCTION DRAWINGS. UPON
COMPLETION OF THE WORK, THE SOILS ENGINEER MUST SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING THAT ALL REQUIREMENTS HAVE BEEN MET.
PAYING NOTES
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SUBMIT A
PROPOSED JOINTING PATTERN TO THE OWNER'S ENGINEER FOR APPROVAL
2. THE CONTRACTOR IS TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL
WITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3. ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FOOT STANDARD SPECIFICATIONS 971-12. PARKING STALL STRIPING
TO BE 4" WIDE PAINTED WHITE STRIPES.
4. THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BETWEEN THE PAVEMENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES.
5. STANDARD INDEXES REFER TO THE LATEST EDITION OF FOOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6. PAVEMENT IN THE PROPERTY SHALL CONSIST OF 1-1/2" ASPHALT,
TYPE S-3, ON 6" L1MEROCK BASE COMPACTED TO 98% OF
MAXIMUM DENSITY, ON SUB-BASE COMPACTED TO 98% OF MAXIMUM
DENSITY PER MSHTO T-180.
7. PAVEMENT IN R.O.W. SHALL CONSIST OF 2" ASPHALT, TYPE S-1
ON 8" L1MEROCK BASE COMPACTED TO 98" OF MAXIMUM DENSITY,
ON 10-1/2" SUB-BASE STABILIZED TO 40 LBR AND COMPACTED TO
98% OF MAXIMUM DENSITY PER MSHTO T -180.
RIGHT OF WAY NOTES
1. ALL PROPOSED WORK WILL COMPLY WITH FOOT "ROADWAY PLANS PREPARATION MANUAL"
2. ALL R.O.W. INSTALLATIONS WILL BE IN ACCORDANCE WITH PRACTICES REFERENCED
IN THE STATE OF FLORIDA UTILITIES ACCOMMODATIONS MANUAL
3. ALL DESIGN AND CONSTRUCTION MUST CONFORM TO THE MINIMUM STANDARDS
SET DOWN IN PINELLAS COUNTY LAND DEVELOPMENT, ZONING AND/OR RELATED
ORDINANCES, AND MINIMUM TESTING FREQUENCY REQUIREMENTS.
4. SIGNS AND BARRICADES SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF
TRANSPORTATION'S -MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND THE
FLORIDA DEPARTMENT OF TRANSPORTATION'S "ROADWAY AND TRAFFIC DESIGN STANDARDS"
INDEXES 600 THRU 665 (LATEST EDITIONS).
5. INSTALLATION INVOLVING CONCRETE AND ASPHALT DRIVEWAY, IN GOOD CONDITION
MUST BE ACCOMPLISHED BY JACK AND BORE OR PUSHING. NO JETTING IS ALLOWED.
6. COMPACTION FOR PIPE BACKFILL SHALl COMPLY WITH MSHTO T-99(100 %).
7. DISTURBED AREA WITHIN THE R.O.W. WILL BE COMPACTED TO 100 % OF MAXIMUM
DENSITY AND SODDED.
8. ANY PORTION OF THE ROADWAY THAT SUSTAINS EXCESSIVE CONSTRUCTION RELATED
DAMAGE, IN THE OPINION OF PINELLAS COUNTY HIGHWAY DEPARTMENT, SHALl BE
REPAIRED AT CONTRACTOR EXPENSE IN A MANNER SPECIFIED BY PINEUAS COUNTY
HIGHWAY DEPARTMENT.
9. SAFE PEDESTRIAN TRAFFIC IS TO BE MAINTAINED AT ALL TIMES.
10. ANY SIDEWALK WHICH BECOMES UNDERMINED MUST BE REMOVED AND REPLACED.
SIDEWALKS ARE TO BE RECONSTRUCTED WITHIN THREE(3) DAYS AnER REMOVAL
WHEN EXISTING SIDEWALK IS REMOVED, IT IS TO BE REMOVED AT THE NEAREST JOINT.
11. NO STOCKING OF MATERIAL IN ROADWAY OR ON SIDEWALK; ALL DIRT OR DEBRIS
WILL BE REMOVED FROM THE JOB SITE DAILY. ROADS AND SIDEWALKS ARE TO BE
SWEPT DAILY AS PART OF DAILY CLEAN-UP.
RIGHT OF WAY NOTES ICON'TI
12. SAW CUT EXISTING EDGE-OF-PAVEMENT PRIOR TO DRIVEWAY CONSTRUCTION.
13. DISTURBED AREA WITHIN THE RIGHT OF WAY WILL BE COMPACTED TO 100% OF
MAXIMUM DENSITY AND SODDED.
14. 00 NOT DISTURBED EXISTING UNDERDRAIN OR STORM SYSTEMS. IF FILTRATION BED IS
DISTURBED, CONTACT THE AREA INSPECTOR WITH THE PINEUAS COUNTY HIGHWAY
DEPARTMENT AT 464-8900 FOR ASSISTANCE.
15. PROVIDE A MINIMUM OF 3" COVER OVER UTILITIES AT ALL DITCH CROSSINGS.
16. NO STREET SHALL BE CLOSED WITHOUT THE WRITTEN PERMISSION OF THE PINELLAS
COUNTY TRAFFIC DIVISION. AT LEAST 48 HOUR ADVANCE COORDINATION IS REQUIRED.
17. THE PERMITTEE'S ATTENTION IS DIRECTED TO THE PROVISIONS OF THE TRENCH SAFETY
ACT (FLORIDA STATUTES, 553.60 et. seq.) AND THE OCCUPATIONAL SAFETY AND HEALTH
HEALTH ADMINISTRATION EXCAVATION SAFETY STANDARDS (29 CFR SECTION 1926.650,
SUBPART B) WHICH SHALL APPLY TO CONSTRUCTION, OPERATION AND MAINTENANCE
PURSUANT TO THIS PERMIT.
RIGHTS-OF-W A Y
1. DRIVEWAY TO BE CONSTRUCTED TO FOOT INDEX 1515.
2. EROSION CONTROL AND SHOULDER SODDING SHALL CONFORM TO FOOT INDH104 &
105.
3. GUARDRAILS SHALL CONFORM TO FOOT INDI400.
4. ALL STRIPING SHALL BE LEAD FREE NON-SOLVENT BASED THERMOPLASTIC AND MEET
ACCORDING TO THE FOOT SPECIFICATION SECTION 711.
5. REFLECTIVE PAVEMENT MARKERS SHALL MEET THE REQUIREMENTS OF FOOT
SPECIFICATIONS SECTION 706.
6. ALL SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL MEET THE REQUIREMENTS OF FOOT
SPECIFICATIONS SECTION 700.
7. REFLECTIVE PAVEMENT MARKERS SHALl BE PLACED IN ACCORDANCE WITH FOOT
STANDARD INDEX NO. 17352.
8. STRIPING WITHIN FOOT RIGHT-OF-WAY SHALl BE PLACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 17346.
9. SIGNS WITHIN FOOT RIGHT-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 11860 AND SHAlL BE PLACED IN ACCORDANCE WITH
FOOT STANDARD INDEX NO. 17302.
10. SIGNING AND STRIPING WITHIN FOOT RIGHT -OF-WAY SHALL BE IN ACCORDANCE
WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).
11. ALL WORK PERFORMED WITHIN THE FLORIDA DEPARTMENT OF TRANSPORTATION
RIGHT-OF-WAY CONFORM TO:
A.) FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS
FOR ROAD AND BRIDGE CONSTRUCTION (2000), (aka: STANDARD SPECS).
B.) FLORIDA DEPARTMENT OF TRANSPORTATION ROADWAY AND TRAFFIC
DESIGN STANDARDS, CONSTRUCTION, MAINTENANCE AND UTILITY OPERATIONS
FOR STREETS AND HIGHWAYS ON STATE MAINTAINED SYSTEMS. (JAN. 2000),
(oka: STANDARD INDEX). COMPLIANCE WITH ALL APPLlCAIBLE INDICES IS
REQUIRED.
C.) FLORIDA DEPARTMENT OF TRANSPORTATION MANUAL OF UNIFORM MINIMUM
STANDARDS FOR DESIGN, CONSTRUCTION AND MAINTENANCE FOR STREETS AND
HIGHWAYS (2000), (aka: GREEN BOOK).
12. TRAFFIC CONTROL &: SIDEWALK CLOSURE ARE TO BE PER FOOT INDICES 1600 AND
#623.
13. APPLICANT MUST NOTIFY THE FLORIDA DEPT. OF TRANSPORTATION PINEUAS COUNTY
MAINTENANCE OFFICE (48) HOURS IN ADVANCE OF STARTING PROPOSED WORK.
CALL (727) 570-5101. .
14. BEFORE CONSTRUCTION IS TO BEGIN, THE APPLICANT SHALL DELIVER TO THE FLORIDA
DEPT. OF TRANSPORTATION PROOF OF INSURANCE VERIFYING THAT THE APPLICANT OR
THE APPLICANT'S CONTRACTOR HAS COVERAGE UNDER THE LIABILITY INSURANCE
POLICY IN ACCORDANCE WITH THE REQUIREMENTS OF F .A.C. RULE CHPT.
14-96.007(5)(C)6.
CONTRACTOR'S RESPONSIBILITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM A SURVEY (ACCOMPANIED BY
THE ARCHITECT AND OWNER) OF THE ENTIRE PROJECT AREA INCLUDING BUILDING(S)
AND SITE IMMEDIATELY UPON OCCUPYING THE WORK AREA AND BY PHOTOGRAPHIC
AND WRITTEN CORRESPONDENCE DETAILING ANY AREAS THAT AR~E NOT IN A FIRST
CLASS CONDITION (SURFACES THAT ARE UNBROKEN, NON-CRACKED, NON-RUSTING,
WITHOUT CHIPS, WITHOUT SPLINTERS, OF TEXTURE MATCHING ITS SURROUNDING,
WITH NEW APPEARING FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT. THE CONTRACTOR WILL BE RESPONSIBLE FOR PROVIDING
THE OWNER A COMPLETE PROJECT IN FIRST CLASS CONDITION MEETING INDUSTRY WIDE
STANDARDS IN QUALITY AND PERFORMANCE THROUGHOUT THE ENTIRE PROJECT AREA
BUILDING(S) AND SITE (REGARDLESS OF WHETHER AN AREA IS SPECIFICALLY IDENTIFIED
WITHIN THE DRAWINGS AND SPECIFICATIONS OR NOT) UNLESS Ai, PARTICULAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS.
CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUILDING(S),
UTILITIES AND SITE THROUGHOUT THE PROJECT TIME FRAME. SHOULD, DURING THE
COURSE OF THE WORK, ANY AREA OF THE BUILDING(S) AND/OR UTILITIES AND/OR
THE BUILDING(S) AND/OR UTILITIES AND/OR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF T1HE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
AS A PART OF THESE DOCUMENTS, A SITE SURVEY AND/OR SITE DATA. WHEN
PROVIDED, AND ANY ADDITIONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUJME NO RESPONSIBILITY
FOR THEIR PREPARATION, COMPLETENESS NOR ACCURATENESS AND THE CONTRACTOR
IS FULLY RESPONSIBLE WHEN USING SAID SOURCES. THE CONTRACTOR SHOULD
USE SUCH INFORMATION ONLY AS A GUIDE TO THE SUSPECTED LQlCATlON OF
UNDERGROUND SERVICES, INCLUDING BUT NOT LIMITED TO:
WATER SUPPLY
STORM SEWER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE AlARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL A1ND LP GAS LINES
RECLNMED WATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROUND MECHANICAL
INCLUDING INSULATION
IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE SPECIFIC LOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HAND EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
WORK. THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, AN'(
AND ALL DAMAGED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER.
1. TRENCH EXCAVATION
- INCLUDE OSHA STANDARD 29 CFR, SECTION 1926.650 SUBPART P, WHICH IS
NOW A PART OF LAWS OF FLORIDA CHAPTER 90-96.
- THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE
WITH THIS LAW.
- A SEPARATE COST ITEM IDENTIFYING THE COST OF COMPLIANCE.
- A TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR, AND
APPROVED BY THE ENGINEER.
2. ALL RETENTION AREAS, STORM SEWER PIPING, STORM SEWER STRUCTURES, ETC.
MUST BE IN PLACE AS PART OF THE FIRST PHASE OF CONSTRUCTION.
IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ACCOMMODATE POSITIVE
DRAINAGE THROUGHOUT CONSTRUCTION TO AVOID FLOODING OF THE ADJACENT .
PROPERTIES. ANY FLOODING THAT MAY OCCUR DUE TO HIS WORK WILL BE
THE SOLE RESPONSIBILITY OF THE CONTRACTOR
3. THE USE OF ELECTRONICALlY STORED DATA IS INTENDED FOR INFORMATIONAL
PURPOSES ONLY AND NOT TO BE USED FOR CONSTRUCTION. CONTRACTOR
MUST UTILIZE SIGNED AND SEALED DOCUMENTS FOR CONSTRUCTION.
NOTE TO CONTRACTOR
THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR.
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENTION BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOrrOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOT & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING THE SANITARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF THE CERTIFIED
RECORD DRAWINGS TO THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
GENERAL CONSTRUCTION NOTES
1. ALL THE WORK PERFORMED SHALL COMPLY WITH THE REGULATIONS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
2. ALL ElEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM.
3. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES,
AND OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAIlABLE
AT THE TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR WILL VERIFY
THE LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES AND OTHER FEATURES AFFECTING THIS WORK PRIOR TO CONSTRUCTION.
4. THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER
OF ANY CONFLICTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN THE
AFFECTED AREA.
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 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. MINIMUM OF 2 DAYS AND MAXIMUM OF 5 DAYS PRIOR TO THE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM.
6. CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUCTION SAFETY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWER LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
8. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT
AND INSPECTION REQUIREMENTS OF THE VARIOUS GOVERNMENTAL AGENCIES. THE
CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION, AND
SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
9. THE CONTRACTOR SHALL SUBMIT FOR APPROVAL TO THE OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL AND
REPLACEMENT AT THE CONTRACTOR'S EXPENSE. ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
OWNER'S ENGINEER.
10. AT LEAST THREE (3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM WITH
ALL REQUIRED SHOP DRAWINGS, THE CONTRACTOR'S NAME, STARTING DATE,
PROJECTED SCHEDULE, AND OTHER INFORMATION. AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOTIFYING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, MAY BE SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S
EXPENSE.
11. 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 MSHTO T -99.
12. SITE WORK CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF AT lEAST 3,000
P.S.I. IN 28 DAYS, UNLESS OTHERWISE NOTED.
13. ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHER CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
MULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STANO OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, HAVE
BEEN OBTAINED. ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING WORK,
AND OTHER EROSION WORK REQUIRED, WILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER OF RECORD.
15. THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPACTION TESTS, AND ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY
TO THE ENGINEER OF RECORD, IN WRITING, THAT ALL TESTING REQUIREMENTS,
REQUIRED BY THE LOCAL REGULATORY AGENCY, AND THE FLORIDA DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, HAVE BEEN SATISFIED.
16. THE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17. THESE DRAWINGS MAY NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFETY.
18. ALL SODDING, SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE OWNER.
19. ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
CENTER OF STRUCTURES OR FITTINGS. PIPE MEASUREMENTS FOR MITERED END
SECTIONS ARE TO THE END OF PIPE.
20. EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED.
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, WATER VALVES, WATER
METERS, ETC., SHALL BE INCLUDED IN THE CONTRACTOR'S BIO AND NO CLAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED.
22. ALL BACKFILL OVER AN'( PIPE (STORM SEWER, SANITARY SEWER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROADWAY,
SHALL BE COMPACTED IN ACCORDANCE WITH F.D.O.T. STANDARD SPECIFICATIONS,
SECTION 125-8.3, LATEST EDITION.
23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFETY STANDARDS, 29 C.F.R., S.1926.650, SUBPART P,
INCLUDING ALL SUBSEQUENT REVISIONS OR UPDATES TO THE STANDARDS AS
ADOPTED BY THE DEPARTMENT OF lABOR AND EMPLOYMENT SECURITY (DLES).
24. CONTRACTOR TO COORDINATE THE POINTS OF CONNECTIONS OF THE UTILITIES WITH
DIFFERENT SUBS. SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCTURES
i.e. SANITARY SEWER, STORM SEWER, WATER LINES, FIRE LINES, ETC., TO 5' OUTSIDE
OF THE BLDG(S). THE PLUMBING CONTRACTOR TO CONNECT AND MEET THE INVERT
ELEVATIONS OF THE SAID UTILITIES. ANY UTILITY WORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS.
25. ALL WORK SHALL BE PERFORMED AND FINISHED IN A WORKMANLIKE MANNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE WITH
THE BEST RECOGNIZED TRADE PRACTICES.
26. DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
MAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FROM THE ENGINEER.
...
J
... tij
fl.
.,~
..
--
'"
Z ~~
000
- CO '"
t- I .
~ ~"
t- j_Z
'c=
~ -A.
O .... '^
"'0
A. eZ
V\ -
Z X~
~ .:1:
~ 110 '"
t- 0-'"
~I-
CO'"
· "'...Z
.
.. "" ..
.A "'It....
~ "'It.
t- _~
Z ~.
III .......
~-
Z
o
~
-
>
Z
III
. 0
""
,,0-
Z"'1t\
-CIt\
Zj....
Z~~
~I-.
..~O
A.~-
I-~
O'^g
ZOllo
~Zei
......
"'1-
....
>
. III ~ ~
.....c=""
_ '" 0-
>,..~II\
-O...eQ
\I~",...
. ,', t ", ,,'
I NES Comm.: 0358 I
I Drawn By: LB. I
I Checked By: H.G. I
Issue Date: 12/22/03
Revisions:
No. Date Descri tion
04 05 04 UPDATED NOTES
/ /
tn
Z
o
-
I-
<C
(.)
.....
LI..
.....
(.)
LI.I
Q.
CI)
LU
......
-
tn
...I
-
>
-
(.)
~
a:.
o
z
-
LL.
...J
W
C
CD
LO
I"-
wM
>M
-<e
tx:c
c-
c:::tx:
wO
t--J
<eLL:.
~ffi
:I:t-
~~
tx:c:::
al<e
OW
cn-J
~(.)
THIS DRAWING IS AN INSTR\IMENT or SERVICE AND SIWl. REMAIN THE PROPERlY or lllE
ENGINEER, ~D J~ NOT BE REPRODUCED, PUBlISHED OR USED IN Nf( WAY WITHOUT.
lllE CONSENT; E ENGINEER. COPYRIGHT 2004 NOT puflUSHED
'I
C1.2
11200~
H. ROUSH, P. . # 3366
COPIES OF n-tESE Pl.>>fS ARE NOT VAUD UNLESS
EMBOSSED WITH THE SIGNING ENGlNEER'S SEAl
--..-
---.--.------- ,.-",,--
.'~~._- ~
I
I
I
I
I
I
I
I
I LOT 37
I
I
,I I
I
, I I
i I
I
I
i I
I
Z ~~
000
- cou
J- 'u
~ ~z
" J-.... &2
~ -A.
O "'"
1'40
A. !:: ~
Z x~
~ .x
Uou
~ ~....
J- ~I-
co::
· ':4z
... "" ..
-A .... =
~ .....
J- _~
Z ~ I
UI .........
t-
Z
o
~
-
>
Z
UI
CLEAR\J A l-ER
I-1ARBDR
UNPLATTED
~~~
/
/
I
... tii
en.
/
/
.
.
DEMOLITION NOTE ES
THE SITE INCLUD
DEMOUTI~~A~/RELDCATION ~~THIN
THE REM STRUCTURES
ALL EXISTING PAVING AND
PROJECT ~EALINES (SANITARY
BASE, UTILI PIPES, WATER
SEWER, ST RM POLES, OVERHEAD
LINES, PO ER D POWER AND
AND UNDFRGRO~~S GAS LINES,
TELEPHOt'JE CAB I ETC.) AND IS
TREES, SHRUBS, WHAT'S SHOWN.
NOT 11TED TO I
, 0 THE
/ CONCRETE WALKS T
CRETE PADSt-/ AND .
OJ REMOV~T C&~ANSION JOI T. E AND FOOTING.
NEARE NG STRU UR ,
III REMOVE EXISTI
fJ1 REMOVE EXISTING tx~~L :
~ T TRtE. , 0
r.1 REMOVE/RELOCA I MP AND CONC. PA .
LiJ OOL ~MP. HEAT PU AND RECLAIM METER.
.." REMOVE EX. P OW PREVENTER
l2J ETER BACKFL
TER M ,
.." REMOVE EX. WA AND COORDINATE
~ POWER POLE
r::;-, REMOVE EX. wooa ER
l2J WITH FLORIDA PO'fl . 'M REMOVAL OF
VCAVATION RESULri~~R~AP\E~GN.
B ALL CAV~~R~BS PIPES. ~~L~ClED WITH t;!,~OFTS TO
TREES, LE BAS SHALL COMPACTED ,IN
AND PO [RIAL AND I
SUITABLE MAT DENSITY. : AND
95% OF MAX TURES.' UTIUTIESD WASTE
'OSAL OF STRUC OCCUR IN SOU NO
9 OFF-SITE DI~~ DEBRIS SHAL~D BY F.D.E.P.. A
CONSTRUCTlp;JCILlTIES APPROV :
DISPOSAL F UNTY.
PINELLAS C ,
/
/
1 31 CONC,
SEAwALL
LEGEND
REMOVE, . l
..... .0 'to.. t : -: ..
'. .. '.... .' '. ,.'
I~-.,'...::,: ~;1 :..........
~ .':': . ~ONCRETE
o 7' CONC,
BLOCK 'vi ALL
.~
..
I~~I
ASPH. '" BASE
. ~
\:I~
Z .... 1ft
I-Ift
- -"
Z ::) ""
Z ~ ""
~ 1-.
"'=a
A. D: D:
O!;;g
ZOUo
~ Zrl
... .....
....1-
.....
. >~~
.... ~ ""
... "D: ~
- .Ift
~ 0 ~IQ
\J ~ u ....
~~
'-S:
, ,
~C)
0?C)
C) ~
ruC::J
~!3j
LOT 36
I NES Comm.: 0358
LB.
I Drawn By: H.G.
I Checked By:
Issue Date: 12/22/03
Revisions: Descri tion
= No. Date
E. FACILITIES
NOT =. EGROUND UTILllY BE RELOCATED
1. ~I~~~G P~~~~c~gf 'i;Ng:Rci':i~l~gIE~H~~RVE
AND / OR ERTY WHIIJ.1 THE
THE PROP OPED. ES NOT
IS REDEVEL PMENT THAT DO UTILITIES
2. FOR DEV~L~UBDIVISION. ATL~BUTION LINES
INVOLVENG INDIVIDUII'u D~ UNLESS SUCH
INCLUDIBE UNDERGROUN T PRACTICABLE
SHALL ROUNDING IS NO
UNDERG
.
-
II
TOwNHOMES
BRIGHT\v' A TE~GS, 65-66
P,B, 126)
01) CURVE DA T A I
C1 , A=106,85
R=975.00,Cp) 106.95'CM)
CHD,=106.7 9"55' 17//\v' CP)
CB=N69" 2' 09//\v'CM)
CB=N69 5
~ CURVE DATA
EX.
Foe
----------
-----------
(0
LO
......
M
M
<(
o
-
0::
wO
>..J
- LL.
0:: ~
Ox
>- 0:: u
...",. W <(
--..... I- ~
a:l ~ 0::
o J:: LIJ
xl-
~~~
LL. 0:: 0::
--I a3 <(
Wo~
C~u
z
:3
a..
LU
....
....
CJ:)
Z
o
-
I-
-
....I
o
':E
W';
Q
~
a.
lD
I{)
to
,...
N
.".
o
o
N
--
I{)
lJT
~
-q
,~
z
eI)
-
U3
-c:::
o
/
/
/
/
/
/
/
I
21
"~
--~
"
SCALE: 1ft=10'
L-
ei)
-
ro
~
.c
01
'C
m
o
0>
..-
LOT 22
"
~"
"~
"
/'
10
~E
AND StW.L. ~ TJ:.E Nff WAY ED
MOO Of SERVICE PUBlISHED OR 2004 NOT 'VJIUStt
THIS ORA_ ~ AN ~ BE REPROOOCED, 4) .
ENGINEER, ..... ENlllNEER. ".,
1llE cat"'" or 1200+ .
(()
I{)
. (")
o
~
'0'
L-
a.
o
<1:
U
o
-
::J
<1:
(")
o
o
~
X
"
Bast Co!'y
A vCJit:::?Jie
C2.1
LOT 23
E #33366
ROUSH, P. . r
KENNETH H. S ARE NOT VALID;J1~S,
COPIES OF ~E ~'fHSIGNING -EN~EER ,
EMBOSSED , , . r
/
, '
. '.
. :t '.
- ~
. _ --
I
I
I
I
I
I
I
I
I
I
I
I LOT 37
I
I
I
I
I
I
,
~ z ~~
~ 000
- cov
~ ~~
" ~ ~z
t- ~~
~ -A.
O ~V\
MO
A. t:: z
Z xi
~ ~x
c: ..."
t- .,....
~t-
co:
· ~z
... ~ ..
..A ~....
~ ~;(
t- _~
Z ~ I
&II ~...
~-
z
o
c:
-
>
Z
&II
CLEAR'W A l-ER
I-iARBDR
UNPLATTED
~~
-::::::,
/
, /
I
,/
I /
, /
!
/ .
/ ,
/
/
/
i
I
, i
I
I
, I
, I
I
I
, I
I
THE BOATS MOORED AT THE DOCKS, LIFT AND/OR SLIPS
BE FOR THE EXCLUSIVE USE BY THE RESIDENTS
AND/OR GUESTS OF THE CONDOMINIUMS AND NOT
TO BE PERMITTED TO BE SUB-BASED SEPARATELY FROM
THE CONDOMINIUMS.
1.3/ CONC,
SEAwALL
... tii
en.
NEW 4' NON OPAQUE
FENCE ( NON
CHAIN LINK FENCE )
0,7' CONC.
BLOCK \v' ALL
.~
..
. 0
~
,,'"
Z ... It\
_ I: It\
Z :;) ....
Z":~
~ .... ~
... t:: 0
A. ~-
....~
Q V\ 9
ZO'"
~zti
... ~ ...
--'t-
....
>
. ... ~ ~
...d~~
- .A .,.
> ~ ~It\
-O--'ec
\J~v...
/
S}~
,'V ~
~ '
0)CJ
~C)
C) C)~
OJ OJ
~~
, ,
I
I
I
LOT 36
/
/
/
/
/
/
I
,
!
~~
Lr)~
\/-;;-:
, ~v
if)VJ
oLr)
\.[)o
VJ
5252
RETAINING WALL
/
/
/
NES Comm.: 0358
Prawn By: LB.
Checked By: H.G.
/
/
~
, \..;
&
~~
~
S}S}
Od"'\..;
8:~
~~~
~rv
tl~
,
0)
o~
rV
o BRIGHTw A TEf~ TOwNHDMES
P,B, 126) PGS, 65-66
/
Issue Date: 12/22/03
Revisions:
No, Date Descri tion
/
- ---- /
770 - - ---- L
/0 46/12//'W - - ____
51'47//hi 160,09'(p --
159 9) -
, 6/(M) - ----- _ RECL.AIM
- _____ _M~T~\- ___.
.
.
/
--
-
----
.
.
/
-
----
-
----
-
-----
NEW 4' WALK
- ----- 6" THICK CONC.
--
-----
-
~ CURVE DATA
R=975,OO' A=106.85'
· ___ __ CHD,=106,79'(P) 106,95'(M)
~ ~~ CB=N69055'17"\.j(P)
- -----. ~,"'" 2/ .....:.:.:::::::::::::::::01 " ,~~:. CB=N69052'09"\.j(M)
- -----.. ~\ Qj,~ ~/ AliPtvc..::::?:J': " ;::~>/~~10'X15' UTITLI~
~\ <<>J' . r"::;O' HAl.' Cu- .':':0". ?~ EASEMEN C2 CURVE DA T A
,~ ,~\ e.- ~ RIG f-.; / pre R "'::.: :':-::::::::~~:::::::::-:-:.::... . _ __ _
.;/ I.-S~ ~ r -Or- ~ Vt/'1r:'''. R=1095,OO' A=120.00'
lvA Y tv; U>.:u ~ _ CHD,=119.94'(P) 120.27'(M)
.......
~ CB=S69<>55'17/1ECP)
.............. CB=S70<>OO'17/1ECM)
-
-----.
-
-------.
I _
i
----
-
----
CD
LO
.......
M
M
<(
C
-
a:::
Z wO
:3 >....1
- LI..
a::: ~
Q. >- C :r:
W <C a::: ~
Ww
.... a3~al
-
en o~ffi
C) z: :r: t-
Z _ C) ~
- LL. 02 0::
::.:::
-I al <(
'<I: Wow
l- e en ....I
10 0 5 10 20 en ..... (.)
-
----
-
-----
-
::E
<(
<Xl
:t:
<0
o
CD
~
o
o
N
--
T"""
T"""
--
II)
0)
~
-
-----
-
~
-
-----
/
-
-----.
/
/
/
/
~
.......
.......
~
.......
.......
~
.......
.......
....... ....... ~
------ ~ .......
- .......
------ ....... ~
~
....... .......
------ ....... .......
~ ~
.......
~ ....... .......
~ .......
.......
~ .......
/' ~
.......
23 ~
LOT .......
/ ....... ............
-
-----.
-
-----.
7 ------
-
/ ------
T"""
T"""
,
II)
o
Q)
-
en
-c
o
...
Q)
-
co
~
.c
0)
01::
m
o
(7)
T"""
/
/
/
LOT 22
<Xl
II)
C")
o
-
III
t>
Q)
'[
a.
o
<(
u
o
-
:J
<(
C")
o
o
~
X
- -IHIS DRAWING IS m INSTRUMENT OF SERVICE AND SHAU. REMAIN THE PROPERlY.' E
ENGINEER, AND ~f~ NOT BE REPRODUCED, PUllJSHED OR USED IN Nf( WAY
mE CONSENT OVfHE ENGINEER. Q 2004 NOt
I' "1
I
/
C3.1
2DD+
KENNETH H. ROUSH, P'.E:: # 33368 '
COPIES OF lliESE PlANS ARE NOT VAUD UNLESS
EMBOSSED WIlli lliE SIGNING ENGINEER'S SEAL.
,
I
PROVIDE NOTCH
IN SEAWALL:
Ft
BG
CLEAR'W A TER
HARBOR
UNPLATTED
I
,MATCH EX.
I :i:4.6
. .." . . "
.. .. .. .
" I
INV.1.5
UD THRU SEAWAL
T08=4.8
C 80T =2.8
.. -I -
----:- ---
,,' '/
.~. I
. ,
I
..
: . I
. i
,
I
I LOT
,
I
I
I
NEW 4' NON OPAQUE
FENCE ( NON
CHAIN LINK FENCE )
I
1.31 CONC,
SEAwALL
37
I
I
0,7' CONC.
BLOCK 'w' ALL
SECTION A-A
N.T.S.
If
ADD SEAWALL CAP
TO EL. 4.8
I
10'
NEW BLDG.
. .:~: :.' '. . .' .'. 5.1 5.1 I MATCH EX.
'. '
.~ . )\:i: 4 . 7
:.,)(. tx. ~ ~"7/"
"-,,. ~ ." '"
,'.. ,,-'/ 0-'- -.,r' -------
'., ---7~------ " '
'~; "'/ f/"" I
" /(~ :/
::; . i> . /" I I;
/"{
I
,
,
I
5:'"
,'-~
~ '
0)CJ
~CJ
CJ CJ~
flJru
"-'''-I
.4
~
4J~6
~W~
lr)~
,'\1-- [U
(f)\[)
olr)
\[)o
\()
~~
0:
. ,\..;
. CJ
CJ
5.1 / CJ~
4.6 A 1 !!;
k1 t .~8 ~0
~ r ~0
-....J / 06'
I / h~
. ~ ru
. /!}~
/ / .f;
5.7 /. r[?
/. 0
/
L_OT 36
4.7
+
/5.2
. ..' : . '4 ~
.. .. "..'
I
, I
I
lx
lx, I
I
SECTION BIB
N.T.S.
I
I
TOP EL.
4.8
NEW
WHEEL STOP
· RETAINING WALL
Ft
I
NEW 5'
BOARDWALK
8' 2'
NEW
SEAWALL CAP
TOP EL. 4.8
EX.
SEAWALL
--
/" /" 7
BO EL.
I 2.~
i ' ~ ----- - - _____ SECTI N C-C
: 7 46/12 - N.T.S.
7 0 // \.v - _____
51'47Q\,.j 16Q,Q9/(p -,:;
159 96 ) lx'
, /(fv1)
It
-
-
----
RECLAIM
- NEW- _METER"" _
WHEEL STOF'------: \r '-~
-
7'
--MATCH EX.
-
:i:Lt:1- -
-----
..
~ Z ~~
o 00
- cou
~ ~~~
~ ..,z
" I-"'~
D: -~
O to- V\
"'0
At ez
Z xi
~ .x
~ IIoU
L- ~...
.- ~...
co:
· ~z
... 1'1\ ..
.A ..,...
~ "IIt-
I- ·
Z ~~ '
UI ,...:.
~e
z
o
~
-
>
z
UI
~
... \Il
tn.
.~
..
. 0
1'1\
,,~
Z ... U\
-t:U\
Zjto-
Z ~~
~....
... t:J 0
Do ~-
...~
Q V\ 9
ZOllo
~Zri
... . ...
......
....
>
· UI~~
... ~ ~ 1'1\
- .J#~
> ~ ~U\
-O"'eQ
\J~u...
',. ,
NES Comm.: 0358
I Drawn By: LB. I
Checked By: H.G.
Issue Date: 12/22/03
Revisions:
No. Date Descri tion
BRIGHTw A TER TDwNHDMES
P,B, 126) PGS, 65-66
I
I
SE~TION 0-0
N.T.S.
(Cl)
----
CURVE DA T A
R=975,OOI A=106.851
~?: If CHD,=106,79'(P) l06,95'(M)
~t(. 1.3 CB=N69055'17"wCP)
EASEMENT C2 CURVE DA T A
~
R=1095.00' A=120.00'
CHD,=119,94'CP) 120,27'CM)
CB=S69055'17'/ECP)
CB=S70000'17"ECM)
~
NEENAH FOUNDRY ""-
FRAME &: GRATE
R-5901-A
-
----
-
-ft-- -
I ---- -
4'
NEW 5'
8CJARQWALK '
-~
I. - ~I
------
""-
""-
~
""-
""-
""-
~
""-
~
fY'
""- 0?l
~
-
~
-
~
-
~
......
~
LOT 23 j'
/ ""-
---
""-
-
-
-----
-
""-
I
. I
I
,
MATCH
EXIST.
3.0:!:
------
~
-
,~:::. a'f'X24-XS- THICK
tt~~~
12- HOPE ~
-----
7 -----
-
/ ~
""-
""-
~
,
I
/
/
/
......
......
I
~
SECTION E-E
N.T.S.
LOT 22
/
/
/
20~6~S- THICK
CONC. BAsE ""-
, I
!
~
""-
~
""-
~
""-
z
:3
a..
w
I- to
-
tn LO
........
W M
C) M
<(
<C c
z -
0::
- wO
~
>-1
- LL.
0:: ..
C C:r:
C ~~~
Z ww
a:l !d: to
<C
o~ffi
C)
SCALE: 1n=10' :z z :r: !d:
- -C)3:
c LL. ii: 0::
...... ~ ...I to <(
~ W <:) w
em-l
""- C) ~ (.)
""- 10 0 5 10 20
~
""-
""-
""-
- ...]'HIS DRAWING IS !.N INSTRUMENT or SFJMCE !.NO SIWl. REIoIAIN THE PROPERlY or mE
ENGINEER, !.NO S NOT BE REPRODUCED, PUBUSHED OR USED IN IoHf WAY WITHOUT
mE CONSENT 0 I E ENGINEER. CCOPYRIGHT 2004 NOT PUBlISHED
200\
C4.1
KENNETH H. ROUSH. P.E.. # 33366
COPIES OF THESE PlANS ARE NOT VAUP UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S, SEAl
, I" " -
/1 - - ---
2//\,/ - - ___
17"tv 160.09'(P -r;
159 96/ ) ~.
, (M)
EX. SAN. MH
RIM ELEV. 5.30
INV. ELEV. 0.82
0..
I
I
I
I
'j
I
I
_OT 37
I
I
\
I
\--
, I
I
I
I
,I
I
,I
I
I
I
j
I
I
!
---
-
---
-
---
-
-
-
---
-
---
-
----
. I
,
, I
I
I
I
I
'\
I
. j
I
I
CLEAR\rJ A TER
HARBOR
UNPLATTED
~
/
/
NOTE:
1. EXISTING ABOVEGROUND UTILITY FACILITIES
IN THE PUBLIC RIGHT-OF-WAY BE RELOCATED
AND / OR PLACED UNDERGROUND WHEN
THE PROPERTY WHICH THE UTILITIES SERVE
IS REDEVELOPED.
2. FOR DEVELOPMENT THAT DOES NOT
INVOLVE A SUBDIVISION, ALL UTILITIES
INCLUDING INDIVIDUAL DISTRIBU;ION LINES
SHALL BE UNDERGROUND UNLESS SUCH
UNDERGROUNDING IS NOT PRACTICABLE
3. THE 8"x6" WYE WILL BE INSTALLED
BY THE DEVELOPER/OWNER/CONTRACTOR.
4. WATER TAP TO BE PERFORMED BY CITY AT
APPLICANT'S EXPENSE. ALL WATER PIPING TO
BE INSTALLED BY APPLICANT.
5. WHERE UNDERGROUND WATER MAINS AND
HYDRANTS ARE REQUIRED, THEY SHALL BE
INSTALLED, COMPLETED AND, I~, SERVICE PRIOR
TO CONSTRUCTION AS PER NFPA 241.
CLEARANCES OF 7-1/2 FEET IN FRONT
OF AND TO THE SIDES OF THE FIRE HYDRANT,
WITH A FOUR-FOOT CLEARANCE TO THE
REAR OF THE HYDRANT, ARE F,EQJIRED.
ACKNOWLEDGMENT REQUIRED PRieR TO CDB.
I
I
I
I
1.31 CONC,
SEA \r/ ALL
NEW 4' NON OPAQUE
FENCE ( NON
CHAIN LINK FENCE )
/
/
0,7' CONC,
BLOCK 'vi ALL
I
/
I
I
LOT 36
s:~
,'- s
~ '
0)C:>
-C:>
C)~
ruC:>
'-Iru
~
/
I
I
GJ </, 6
~LJ
Lr)~
,'\I- [U
(()\O
oLr)
\[)o
\[)
5252
NEW 2" PVC
DaM. WATER NEW 6" PVC DR 18
36" MIN. COVER, . 36" MIN. COVER
NEW 4" PVC ~ ; .. W' NEW 6" D.I.P. FOR
DR14 F_ ~ .. I 1 JOINT AFTER DCVA
36" MIN. COVER :: .. ..
.. .. ~NEW
: : ~: 6" GV
.. .. : NEW 4" PVC 0 R 1 4
NEW 2" ~ ~.~ 36" MIN. COVER
M & BFP;. :
: .. .. NEW 6"DCVA
.. - -
.. ~ ~ NEW
NEW~"
2" .,;V : 6" GV
. 6i .." NEW
NEW~ ~,- 4" GV
Foe ~\:: NEW 6" x4" TEE
NEW 6"x2" TEE 3N6~'W Mf~. ~6~ER
I
I
I
/
/
I
/
/
rv
t-.....,
~~
Od"\...;
&~
~ c)'
~ru
I.r)t-.....,
,C)
0)
ot-.....,
o
o
-
_... ...
....
-
----
RECLAIM
- ____ !1~TER,\ _
: ----- \i <1.1
I 'vIATER~-
METER
BRIGHT\r/ A TER TO\r/NHOMES
P,B, 126) PGS, 65-66
-
----
-- -- ~'
~ -- ~'
\'~
'--
\
- \
----- - \
\---
-----
EX.
CURVE DA T A
R=975,OOI A=106
CHD,=106.791 6.95/(M)
C B = <> 55 I 1 7 II VI ( P )
B=N69 <>52'09'1 VI CM)
-
--
--
--
----
--
--,
--
--
--
-
~-
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
--
CURVE DA T A
R=1095,OO' A=120.00'
CHD.=119,94'(P) 120.27/(M)
CB=S69<>55/171IE(P)
C B = S 70<> 001 1 7 II E ( M )
~
,
----
,
~
-
-----
"
-
I
-----
,
-
-----
,
-
,
-----
~
-
-----
,
,
~
SCALE: 1"=10'
,
/ -----
/ ,
LOT 22
/
/
/
/
-
~
,
,
~
10 0 5 1 0
,
,
~
,
~ Z ~~
o 00
- cou
~ I- I .
~" ~~"
~ I-~!
~ -A.
O .... V'
"'0
A. !::z
'^ -
Z x~
~ .x
~ "'u
L.. 0-'"
.- ~...
eoV'
· ~Z
.. "" ..
.1# ~=
~ ~.
... -~
z ~ I
III .......
t-
Z
o
~
-
>
Z
ill
1- \/}
.".
.,
.~
..
. 0
""
,,0-
Z ... It\
- 1: It\
Z ::) ....
z ~:
~...~
.. ::I 0
A. ~-
...~
Q V'g
ZQ'"
~Zei
.. ....
......
....
>
. 11.I ~ ~
.. ... ~ ""
_ u ~o-
>~;11t\
-O...en
\I~u...
NES Comm.: 0358
Drawn By: LB.
I Checked By: H.G. I
Issue Date: 12/22/03
Revisions:
No. Date Descri tion
CD
LO
I'-
('I)
('I)
e:(
C
-
Z a:
<C LU 0
> ....I
...I - LL.
D.. a:: ..
c :I:
w ~ffi u
l- e:(
- ca~ LU
CI) a::l
en o~ffi
w :z :I: ~
-
I- _C>;:
- LI.. ~ a:
...I ....J a::l e:(
- WOW
l- e en ....I
20 ::>> ~ u
~
THIS DRAWING IS AN INSTRUMENT Of SERVICE AND SHALl. REIoWN THE PROPERTY Of THE
ENGINEER, AND S NOT BE REPROOUCED, PUll..lSHED OR USED IN Nf( WAY WITHOUT
THE CONSENT Of ENGINEER. 2004 NOT PlJBUSHED
,
"
C5.1
--
KENNETH H. ROUSH, P.E.. # 33366 .'
COPIES OF THESE PLANS ARE Nor VAUO UNLESS
EMBOSSED WITH THE SIGNING ENGINEER'S SEAl .
I nT ')')
"
I
\
I
'I
I
I
I.
I
I
I
I
::.~ '.' ,,'..
"'="1== ,;.~,::,'. .:,:.~.
! ~:.
FILL
...
Ul
w
n: - STUCCO
~
I
,I
I
~
a.
,.:.
~
~
o
0.
E
Q)
.:=:...
~
"<t
......
o
<0
o
'-"
o
o
to
o
..-
...
Q)
-,
c:
01
'w
Q)
o
:E
<{
M
~
o
<?
..-
..-
"<t
o
o
N
--
<0
--
"<t
01
~
CI)
...J
~
W
~
CI)
-C
o
AS
REQUli
. ".:
'..
...
, ..
'.. .
A:
A
.. ....6< '. '.. 6,':
. '.. '. '.', .
"A' "
1-
';.: .. : '
20"
- 14 CO NT.
14 0 16" O.C.
8" CONC. BLK.
CAVITY FILLED
13 0 24" O.C.
13 CO NT.
3000psi CONC.
RETAINING WALL DETAIL
N.T.S.
i
I
'-
Q)
Iii
~
L:
Cl
'C:
ro
o
m
..-
. .... .'
. .' : a.
&, '
I
.1
co
to
M
o
--
II)
o
Q)
-[
0...
o
<{
o
o
-
:J
<{
M
o
o
~
II)
Q)
iE
o
Q)
'e-
0.
"0
~
o
-
:J
IV
-c
Q)
c:
Q)
If)
~
i.
lYPE A
&
1/8" TO 1/4"
0/4
UNDOWELED
TRANSVERSE
CONTRACTION OR
LONGITUDINAL JOINT,
SAWED OR PRE-
MOLDED.
TOOL WITH
1/8" RADIUS
DEFORMED TIE BARS
'4",30" 0 30" O.C.
TIED LONGITUDINAL
CONSTRUCTION JOINT
OR CONTRACTION JOINT
WHERE REQUIRED.
NOTE: DO NOT TIE MORE THAN
THREE lANES TOGETHER.
CONTROL (CONTRACTION) JOINTS
N.T.S.
TYPE B
NOTE: SILT FENCE SHALL NOT
BE TRENCHED IN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN.
THE SILT FENCE MUST
BE SECURED THROUGH THE
PLACEMENT OF FILL OVER
THE LOWER LIP OF
THE BARRICADE.
I
I
l &
3' to
MIN. 18"
lrr-~
SILT BARRIER DETAIL
N.T.S.
NEW 8l1lG. _ Y
~.~ ; I
:; I~ I
, '.
ROOF DRAIN
FIN. GROUN'D
f unuTY (I.e. SANITARY
SEWER, WATER SERVICE.
RRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BLDG.
.,
\1T1UTY WlTlltN s' Of BlDG.
BY PlUMBING CONTRICTOR.
FINAL CONNECllON BY PU.lt.lBING
CONTRACTOR UNLESS OTHERWISE
COORDINATED BY 1llE G.c.
UTILITY CONNECTION
AT ALL BUILDINGS
N.T.S.
P/L
SEE PlAN
PLACE SOO 1/2"
enow PAVEMENT
FIN. GRADE PRIOR
TO SOOOtNG
P05lT1VE DRAINAGE (4: 1 MAX)
MEET EX.
~ COMPN:TED GROUND
P/l
SEE PlAN
PI.}.C[ SOO 1/2"
IlElDW PAVEMENT
FIN. GRADE PRIOR
TO SOOOING
POSIT1VE DRAINAGE (4:1 lotAoX)
MEET EX.
COMPN:TED GROUND
GROUND TRANSITION
AT THE PROPERTY LINE
N.T .s.
TRANSVERSE
CONTRACTION JOINT
(SEE TYPE A) ,
LONGITUDINAL
CONTRACTION JOINT
(SEE TYPE A)
CONCRETE JOINT
LAYOUT DETAIL
-
N.T.S.
POST OPTIONS:
2"",4" OR 2.5"DIAM.
WOOD; 1.33LBS./FT.
MIN. STEEL
FlLTER FABRIC IN
CONFORMANCE WITI-I
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST.
GROUND
PRINCIPAL POST
POSITIONl~ CANTED
20' TOWAKD FLOW
FlLTER FABRIC
EXIST.
GROUND
TOP OF SEAWALL
OP OF SEAWALL
5'
7.2"
10"
2"
H
I I
I" I
: : L _ _ J
1"1 3"
L
I ·
.~
6'
GREASE BAFFLE TO BE
1/4" THICK ALUMINUM OR FIBERGLASS
w/STAINLESS STEEL ANCHORS
SLOT & GREASE
BAFFLE DETAIL
N.T.S.
NEW BLDG.
fiLL GROUND AROUND
BLDG. TO 3" BELOW
fiN. FLOOR ElEVATION
& SOD
MAX. SLOPE 4: 1
MIN. SLOPE 2"
'.-.
GROUND PREPARATION
AT ALL BUILDINGS
N.T.S.
PlACE SOD 1/2"
BELOW PAVEMENT
FlN. GRADE PRIOR
TO SODDING
COMPACTED GROUND
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
'&
&
.
&,
~MTN.--t
TYPE 0
L-2' I 12't015' I
,'.
T.O.B. 0 4.8
lTE:
D BOTTOM AND ~IDES OF
ENOON ARfA WI SAND GROWN
IA GRASS,
4:1 55
PROP. RETENTlON ARfA
... \/}
.A
.,
.
co
I
N
0.25
l 2.0' \
L ~INE FILTER f#l8
fIMip~jl;Ij(~
CONSTRUCT 8 IF -8" PVC SIDEDRAlN INSIDE
'57 COARSE AGGRE~TE WRAPPED
'#t/MMfMJ 45/45 FILTER FABRIC.
~~~t~gER
ALLOWED.
4.0'
SIDEDRAlN FILTER MEDIA REQUIREMENTS:
A.) ~~t\WCA~ S OR~Mrn>~ ~SiADQ~ DGE
~~ 0 M'f."iR llJ ~~
VI1 ~~A1 JIl- ~Id 6'lyU l m:~c tbS;t.~
rb~fJYfltlfo'V ~~~~~
e.) UNIFORM COEFfICIENT 1.5 OR GRfATER
C.) EFffClM GRAIN SIZE OF 0.20 TO 0.55
MIWMETERS IN DIAMETER.
.\t\)
..
SIDEDRAIN DET AIL
NTS
PlACE CONC.
SlAB/WALK
4" BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH.
EXPANSION JOINT
SLOPE AT 1/4"
PER FOOT
10: 1 MAX. SLOPE
SOD
ArB
PlAC
CURB
PAVE
~ r/o .A'\'A
1.1/ I' I
I A
140 OF "< t:Z- PlACE
fA EXPAN
DAY'S WORK IN TO
\ AT ALL
E JOINTS ':~ ~
TO MATCH ~A
MENT JOINTING
A
AorB
AI-
,-(. - A( rB
'/-U. ~5'R
'l~<b
ti))
A
FlRST A-I
STREET
PAVED -
../ V
AorB -B
-~
AcrBl A~ VA
A-
V
\ j
4
NORMAL K25'R
SPACING I
/ /
;b,
J.
1/2"
SION JOINT
P OF CURB
RADIUS POINTS
"
~
~
"
Z ~t
o 00
- CO"
... . .
~ ;i
... ~ A.
~ -~
o ~Z
A. roo.-
'^ -t
Z X@
~ ~:c
~ ..."
L. ~ III
.- ~I-
co'^
. 1'4 III
.Z
." ~..
~ ~~
... ~t
Z 1'4'
UI roo.'"
~ -
Z
o
~
-
>
z
UI
.0
M
,,~
Zllllft
-!:~
Z:;)M
Z'^I'I\
~..:~
."t::O
A.~-
t-~
Q'^9
ZO'"
~Zei
.,,~III
....t-
III~
.>~~
III~M
.... ~
"'''~Ift
>~~~
-0....11I
\J~"
NOTES:
1. PROVIDE S'x!\'x4"
1lflCI( CONe. SlAB
o ALL EMERGENCY EXRS.
2. CONfORU TO HJCNE
DETAIL FOR PVClNG
WAI..J<S AT 1llE BlOO5.
NES Comm.: 0358
Drawn By: LB.
C~ecked By: H.G.
PLACEMENT OF CONCRETE
SLAB AT ALL BUILDINGS
N.T.S.
Issue Date: 12/22/03
Revisions:
No. Date Descri tion
T\~'
14.8'
EXIST. SURFACE
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
T
~6'
0,
8
1..
NEW SURFACE
EXIST. BASE
NEW BASE
NEW SUBBASE
NOTE: CONTRACTOR TO SUBMIT JOINTING
PlAN TO ENGINEER FOR REVIEW PRIOR
TO THE START OF CONSTRUCTION
TYPICAL PAVEMENT
JOINT DETAIL
N.T.S.
PAVEMENT TRANSITION DETAIL
N.T.S.
fiLL WITH
JOINT SEALANT
(lYP.)
1/8" RADIUS
.2d OR 2" MIN.
1/2" PRE -MOLDED
JOINT FILLER
SKEWED TRANSVERSE JOINTS
N.T.S.
ISOLATION (EXPANSION) JOINTS
N.T.S.
-11
r' 1=-:: ~
,....: ~..:-:&.~.::.... '.~.: &~'... ~': :..~
1/8" RADIUS
{'. .... .... L .... .'{"J
3'
~MIN.--t L .2d OR 2" MIN.
FlNISH GRADE TO
1" BELOW
EDGE OF WALK
MEDIUM BROOM
FlNISH CONC. WAlK
EXPANSION JOINT
1-1/2" RADIUS
VERTICAL CURB
PAVING
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1 /4"
CONTROL JOINTS
o 4'O.C., 5' O.C.,
8' O.C., OR 12' O.G.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CURB/WALK DETAIL
N.T.S.
(/)
...I
-
<C
I-
UJ
-=-
UJ
I-
-
(/)
...I
-
>
-
(..)
TYPE C BUTT JOINT
CONSTRUCTION JOINT
N.T.S.
~
a:a
o
z
-
LL.
....I
W
C
to
LO
?""-
M
M
.<(
0:::0
0-
0:::0:::
wO
1-...1
<(I.&.:.
~ffi
:x:~
5a3:
0:::0:::
1:0<(
OW
0)...1
~(.)
00+
KENNETH H. ROUSH, P .g., #33396
COPIES OF llIESE PlANS ARE HOT V~D UNLESS
EMBOSSED WITH llIE SIGNING ENGINEER'S SEAL. .
~
C6,.1
I
I
I
I
. ;
I
I
I LOT
I
I
I
I
I
I
---
------
-
------
::2
<(
co
-;:
'<:t
10
o
..--
'<:t
o
o
N
--
..--
..--
--
10
01
:==
-q
..--
..--
I
10
o
~
CI)
-c:::
o
....
Q)
ro
~
.c
01
'C
III
o
m
..--
co
10
(")
o
~
Q)
.~
G..
o
<(
u
o
+,
:J
<(
(")
o
o
~
X
I
I
37
QTY
13
9
2
30
8
69
54
37
63
56
72
7
157
16
CODE
WR
SP
LT
H
SB
VA
BP
RI
SG
WF
IH
QP
DJ
FG
74
RF
TBD SOD
-
------
------
-
MATCH EX.
:1:4.6
CLEARw A -rER
~IARBDI~
-~
------
UNPLATTED
~
/
/
~--
~
\vIOOD
DOCI<
V1Sllljr 20' -t 20'
~/l'l~
~ ~ l'lQ
~/ / . '/;> /llvCL!]
. f/Y\'> 1/,/ /~:--~
, /' j; ~\ . / / .."""' -"'-"~~
_ v ( /' ~a;;;~ ~
....'" iiir~
ii , co. . ~-..~.._ C2
I ~ '''-':C-
Ill~.~ ~"'-~- ~~
j~~ ~ ~ (;;\ ~U' l: 1 ( BP \- ,------:~~
.~ ""- :,:. ~ .... ,^ \ 26) 10 . , ',:~~
~ ~ Yov:a 5. '---./ ~
,r)9~~ 00 [;\ ( go
~ 'O~O~OO SP 2 ~g ~ -
i. ~ - ~O~mO~ ~ 00
--'\ --'\ U:l ~ OOOOOO~ ,~ d '''J'J'
,,~ [}; ~.OO 0 ~ ~ I
" ,Q! 0 0.4 SP ~ I~OOL \
;;:: CJ \ ,,~ ~.o !:;! -
'}CJ ~ I $t;I~1 .J:) 3 ~ )\
~ 0- - A 0""0,3 n, "MULCH ( WF \ ~
~ . ~-., OOOOOO~ };ff-.~ . ..
~ ~ t. ~ ~~OOOOOO^,~' 5.7 4b.. (Q~
~ ~ '~OOO~~ ~ ........ V
f!-J0 M~~~r...s." ~ (;\ ~ ~. ~IN211\jG WALL
IJ) ~ % ~J''f' ~ 3 J ' .7 \ 15 J
\j- OJ loOoOO I'- , ~ ~. '---./
.~ " ~ ~OOM {t H #A' 'if!I.
t:;; l!il ~I:OAO~O~) ~ ' ~ _ J. ~ ....
~ \() lJl.'tili~o)lj r 5.3 '#"'0 .... 5.3-\ IPJ;:
<: 52 ~ H. 0 / ~ . ',/ ~, ~ '."
(i) ~~. ~!r,.8 ~ L:~/ MULCH- - k' ,.
'---./ f, T "'"- ~ _/ _ ........ BED ~ ~l.W
., . (I;'llJl'111 20' 5.2 ~ 11 . . n... "~:
(;\\ 2H11) ......A ' .~~ ~ ~~...,... (yl?o'lLIl"~ ~ 20' /~~ ~ (5 f'~ r.1 0 ,
'-./ ' - j; - -......... ~!. I ~ I]? ~ Ij ( 58 \ Jj i'ri~' ....-
1. " (., ~ IV: 'L1 \ 4 0:. ....... o~ f :
(;;\2^4 ~~i1. ~ ' jII'P"" A ;^J
\.24A r ,>. ~ ~"-1~ ~ ~ / J "'....,.... 0:1 ~p.7/" /
T RF '\ _ r----r:: '~'~~ ~m :::.../ ~': I i'~~ ...."..-+~ '-....... / 8~1f) ,
(j)/ V : ~ .~."~ ~ I:.. \ ~ . .........~ (, '. ~ ) ,~~~~~.,'
- ~ _______ (;;\ _ 0 000 , k11 ~ V ~', \ ,/ 5.0 ~ l 'v'~~
~~~ ~ ~ro 'ill
'v./ A TER---LJ ~,~o~ ,~/"", /~ t/\ ~ Il 2 IJ/. R. _.h;..o~o~ ""
MET E R .. ~ g ,t7o"'...J ;.., Ilt ..... ~ / ."l V IH \ '/ l J 16'~ 0
LT - oO~o~~~~"-;:--':--:;:--. .....T ~ J11~ ' lli-1~ 0'" ~6J\0 ~ :t
1 4 ' ~'~~,~~~:~ ~.. Vi _ ~/I~~ f.&1' ~ sF:. o~~t ~
B; " ~ 5.0 ~ I K~ ~, bOo~. ·
22 ,. \ ~:O:J'[. ,
.... .... __ " 1\. .' ~ ~~-1t~ 'to J~~~
.... .-. , C 1 " ~:J \ ~ It ". f _"'- 15 )
--- .... 4.9 ..,........f Ol~ ~ it;:--. \ ",.. . "It : '---./
-- .... , *' ---.::::.. ~~ ~i ~ r-~~0 J.:A 1# ~ ~
_ __ ~ ~ ~ + 4.0 5.01'- ~~:> "('~~,,[J ~ ~ O.La .LJ It ( WR \
_______ ........ .... ~.", ---\,_- 3 9 ~~J..~,Cd~ ~o~~~gooo ~~'. :: 5 EX.
- _______ ~ --. .... \::;>--......, +~ ....-=:~~~on ~.~ ~" :" JOC
~ ~ .. .. 2~/~i4S~~:~ ~7" roC:.: ~ QD
- ---::.:: .... 00/ !\?! fli4{ rG{j~ '~RF" ~ ~: . ~ ~
-~- .... Gf-Ij' - P I-'J \ S !-(~ --""""""'r----... ....... ........32 · ."j; EX.
, ~~ """'Or- V [Iv; ----1 -- ( ~,... r~HA
\ ~~_____, -lv/\ CN; ---- ---._ -., ~
\ ~'... f"-j y ~.; ~.. . 1 .......
-.......... ~ .. .......
\~... It. It: 1 ~
~~ ~'l,___''''''''''''''' CB=S70000/171IE(M)
~~~~ " 1 ~
~ . . ~
~~. " . 1
.... ---, . .
....~~~ . . 1
~~ . .
\ ............ ". 1
....~ " "
, .... ~,," ,,':,;' EX. SAN. SEW. I~~
\ ~~ TOP ELEV. 4.80 I / ~
\ :: ~~X. INV EL. 1.45+/-
\ :: -,.....
. . IIV~
. . -....
~ :." ~
~~~ . -
.~. ......
" ~
: ...........~-
. ~....
...........
~ ....
...........
~--
...........
~.....
(M)
I
/
/
~
~
I
1.31 CONC,
SEA \vi ALL
(
NEW 4' NON OPAQUE
FENCE ( NON
CHAIN LINK FENCE )
/
/
I
0,71 CONC.
BLOCK 'v./ALL
/
/
, ~~
~~t~
~~---~
~:~~;;::-.....
"~
,~'" -~
r ~~~1~~
,,-,~~ 4 8
---~ .
--...:
lvOLS
ViS 20'
lill! ~ 20'
~/l'y
l'~
I
L_DT 36
COMMON NAME
/
BOTANICAL NA~E
..
'.
"
"
~
~
I
SIZE & SPACING
WASHINGTONIA PALM WASHINGTONIA ROpUSTA 10' C.T. STRAIGHT
CABBAGE PALM SABAL PALMETTO r 10' C.T. STRAIGHT
L1GUSTRUM TREES L1GUSTRUM LUCIDUM 8'x8', 2" CALIPER
I
HIBISCUS INENSIS 24 "x24", 3 GALLON, 36" O.C.
SILVER BUTTONWOOD TREE CONOCARPUS E ECruS SERICEUS 10', 2-1/2" CAL.
VARIGATED ARBORICOLA C RBORICOLA 14"x14", 3 GALLON, 3" O.C.
BLUE PACIFIC JUNIPERUS HINENSIS 12"x18" SPREAD, 36" O.C., 3 GAL
RED IXORA IXORA MAUll 18"x16", 30" O.C., 3 GAL.
SEA GRAPE COCCOLOB UNIFERA 24"x 24", 36" O.C., 3 GAL.
WHITE FOUNTAIN GRASS PENNISET M SETACEUM 18"x 12", 3 GALLON, 3' O.C.
INDIAN HAWTHORNE RHAPHIO PIS INDICA 12"x 12", 24" O.C., 3 GAL.
QUEEN PALMS SYAGRU ROMANZOFFIANA 10' C.T. STRAIGHT
DWARF JASMINE TRACHEf-OSPERMUM ASIATICUM 12" RUNNERS, 1 GALLON, 24 "O.C.
FAKAHATCHEE TRIPSi)CUM DACTYLOIDES 18"x18", 30" O.C., 3 GAL.
RED FOUNTAIN GRASS PENN SETUM SETACEUM 18"x12", 3' O.C., 3 GAL.
FLORITAM GRASS ST.
NEW BLDG.
h' , , "-
I .......
-
---------
;
-
....
;
------
.... ~
"""....
\ ....--
....
----------'
---\
\---- -
-------
-
---------
-
---------
-------
@
-
CURVE DA T A
1~=1095,001 A=120,OOI
CHD,=119,94/(P) 120,27/
CB=S6905S/171IE(P)
---------
--lit
IItAlt
-lit
1It_
--
-lit
1It_
lit..
lit..
"Alt
Altllt
-
-..
IItIlt
1It_
...
-lit
-Alt
-Alt
-lit
1It_
.......
-
8Rl
---------
-
-------
~
-
-
I
I
I
/
-------
-
---------
.......
........
~
-
---------
.......
~
/
.......
........
LOT 22
/
/
/
LOT 23
~-----------_..~-~"-
-------------
------.
----- --
...
~
~
""
... \t}
en,
ft
I
.~
..
..
NEW BLDG.
, .'
I
I
I
SECTION A-A
N.T.S.
Z ~t
o 00
- CO \I
!; ~u
~ ~z
'" I- ~~
~ -A.
O ,,'^
1"40
A. bz
'^ -
Z xt
~ ~:I:
~ .... \I
L. ~...
r- ~I-
co'^
· ~Z
-,M..
-.It ~-'
~ ~~
I- -t
Z ~ I
1&1 i'....
~-
Z
o
~
-
>
Z
1&1
. 0
M
,,~
Z ... It\
- !: It\
Z ::> i'
Z ~~
~ I-~
-': 0
A. ~-
I-~
o '^ 9
Z Q ....
~Zei
-' ~ ...
..II-
...~
. >.,.
....>~
-' ~ ~M
- .III ~
>_~It\
- 0 ..I e:n
V ~ \I.....
I NES Comm.: 0358 I
I Drawn By: LB. I
I Checked By: H.G. I
Issue Date: 12/22/03
Revisions:
No. Date
/
- ----- /
170 - - ----- -L
70 46 /12//~ - - _____
51/47//\ / 160,09/( - -
w 159 p) _
,96/ (M) - _________ _
EX. SAN. MH
RIM ELEV. 5.30
INV. ELEV. 0.82
0..
.....
0:
" \..;
~&
\!V !{}-
~
8 :\ ~
~c-
0cY "
S$J
~ C)-
~ru
/.r)~
,C)
0J
o~
0J
~ BRIGHT\N A TER TO\NNHOMES
~ P,B, 126) PGS, 65-66
@ CUI~VE DATA
R=975,001 A=106,851
CHD.=106,79/(P) 106,95/(["'1)
C B = N 6 9 (> 5 5 I 1 7 II \vi ( r=> )
C B = N 6 9 0 5 21 0 9// \vi (M)
'.
MATCH EX.
:1:4.7
,,'
, ..
----
'4 ~
: 4 . .' -
I
I
I
(0
LO
........
M
M
<C
C
-
0:::
wO
>....1
- La..
0::: ..
>C:I:
<C ffi ~
I:a~~
o~ffi
Z ::I: I-
_ C) ~
LL - >
...J ~ 0:::
wo~
C~~
SECTION 8-8
N.T.S.
MAY 112DO~'
z
c:(
.....J
a..
LU
t-
-
V)
LU
Q..
<:C
(.)
(/)
c
z
<:C
...J
SCALE: 1R=10'
.......
---,
~
.......
.......
10
20
10
o
5
~
.......
........
-......J.ANDSCAPE PLAN PREPARED BY
CHUCK BUTLER
BUTLER'S NURSERY, INC.
7011 75th. STREET N.
PINELLAS PARK, FL 33781
17271544-0445
FA)J7271541-5027
Descri tion
L 1.1
n
u
Q.
0:::
W
, ) >
0:::
lLl
(/)
W
..J
lL.
C
0
r--..
<(
'<T
r---
0
1.0
0
'-'"
0
0
If)
0
r-
~
V
J
C
,~
VI
V
0
0
~
:J
<(
-
:::2i
0..
If)
0
N
N
If)
'<T
0
0
N
"-..
'<T
"-..
N
-
0>
'i:
u
(/)
0
W
CL
(/)
0
Z
<(
..J
/'
L
0
L
V
~
0
'i:
~
..c
0>
'C
Q)
0
())
r-
IX)
In
n
0
/'
VI
~
U
v
,~
0
L
0..
0
<(
U
0
~
:J
<(
n
0
0
N
/'
x
L___
~
::"Ill
HABITAT MANAGEMENT AND
LANDSCAPING PERMITS.
1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PROJECT. APPLICATION SHOULD NOT
BE MADE UNTIL FINAL ADMINISTRATIVE APPROVAL HAS BEEN GRANTED.
o. AN APPLICATION AND AN EXTRA COpy OF THE APPROVED FINAL
APPLICATION PLAN MUST BE SUBMllTED TO THIS DEPARTMENT IN
ORDER TO PROCESS THE PERMIT.
b. ALL EXOTIC SPECIES, I.E., BRAZILIAN PEPPER (SCHINUS TEREBIN-
THIFOLlUS), PUNK TREES (MELALEUCA QUINQUENERVIA), AND CHINESE
TALLOW (SAPIUM SEBIFERUM) MUST BE REMOVED AS A CONDITION OF
SITE DEVELOPMENT. WHERE NECESSARY DUE TO THEIR PROXIMllY TO
PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENTIAL FOR
EROSION IS CREATED, THE AREA MUST BE RESTABILlZED WITH SUITABLE
MATERIAl. :
c. ONCE FINAL ADMINISTRATIVE APPROVAL (FAA) HAS BEEN GRANTED, A
BARRICADE INSPECTION CAN BE SCHEDULED. WHEN THE BARRICADES
HAVE BEEN APPROVED THE PERMIT CAN BE lYPED AND RELEASED.
i
TREE PROTECTION AND PRESERVATION.
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAY BALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PERMITS. THE LOCATION FOR EROSION CONTROL MEASURES' ARE SHOWN
ON THE CONSTRUCTION DRAWINGS. '
2. ALL DESIRABLE TREES MUST BE RETAINED WHEREVER POSSIBLE.
IT WILL BE REQUIRED THAT PROPOSED IMPROVEMENTS (i.e. BUILDINGS,
WALKWAYS, DRIVEWAYS, POND BANKS, DRAINAGE SYSTEMS, ETC.) BE
ADJUSTED TO RETAIN DESIRABLE TREES. GRADE CHANGES MUST BE
SENSITIVE TO TREES REMAINING. IN GENERAL, NO GRADE I CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED.
LANDSCAPING
1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WITHIN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WITH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANTED
IN SAME VICINllY AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOTONY OF UNBROKEN EXPANSES OF PAVING. TREES ~ MUST NOT
BE PLANTED WITHIN MAINTENANCE EASEMENTS. !
,
2. THE USE OF XERISCAPE DESIGN MUST BE UTILIZED FOR THE
REQUIRED LANDSCAPE DESIGN. THE DESIGN DEMONSTRATES THE USE
OF A LOW VOLUME IRRIGATION SYSTEM, ORGANIC MULCHES, DROUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF. :
,
3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BETWEEN THE BARRIER AND LANDSCAPE
MATERIAL SHOULD REMAIN AS GREENSPACE.
4. LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UTILllY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH. '
5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH PROPOSED OR EXISTING UTI LIlY LINES OR STRUCTURES, EASE-
MENTs OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILURE. THESE FEATURES SUCH AS THE WATER
LINES MUST REMAIN OUTSIDE THE 5' X 10' PLANTER AREA.
6. SOILS WITHIN PLANTER BEDS MUST BE SUITABLE FOR PROPOSED
PLANTED MATERIAL WITH REGARDS TO pH, SOIL TEXTURE, SOIL .
STRUCTURE, AND SEASONAL HIGH WATER TABLE. :
7. ALL LANDSCAPE MATERIAL MUST BE FLORIDA GRADE #1, OR BEITER.
8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
9. ALL HEDGES MUST BE 24" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
3' IN HEIGHT.
1 O. WHERE LANDSCAPE OR REPLANT TREES ARE PROPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE. !
IRRIGATION NOTES
1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNlY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE. !
2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRAJECTORY HEADS OR SOAKER HOSES TO PROVIDE DIRECT AP-
PLICATION AND LOW EVAPORATION. SYSTEMS THAT OVERSPRAY AREAS
THAT DO NOT REQUIRE IRRIGATION, SUCH AS PAVED AREAS WILL NOT
BE ACCEPTABLE. HIGH IRRIGATION NEED AREAS MUST NOT. OVERSPRAY
LOW NEED AREAS.
3. HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANTER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE THAN 50' FROM, A WATER
SUPPLY HOSE BIBB. '
4. AUTOMATIC IRRIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER
CAPABLE OF DIFFERENTIATING BETWEEN THE SCHEDULES OF HIGH AND
LOW WATER DEMAND AREAS. CONTROLLERS MUST HAVE MULTIPLE
CYCLE START CAPACllY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
5. AUTOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN
SENSOR DEVICE OR SWITCH WHICH WILL OVERRIDE THE IRRIGATION
CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
, .
'...".
"""Ill
P'"
IRRIGATION NOTES ICONTINUED)
1F[R1~~ ~ ~[]=(][R1lUJ~ [F>[L~~1F~~@ [Q)~1F ~~[L~
THE IRRIGATION CONTRACTOR SHALL PROVIDE AN UNDERGROUND IRRI-
GATION SYSTEM TO COVER 100% OF ALL ON SITE PLANTING AREA.
THIS SYSTEM SHALL CONTAIN BUT NOT LIMITED TO THE FOLLOWING:
1. UNDERGROUND PIPING, SHALL BE PVC SCHEDULE 40 OR BEITER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES.
3. SPRINKLER HEADS COMPATIBLE WITH THE lYPE OF PLANTING.
4. ELECTRIC VALVES.
5. GAUGE 14 UF COPPER WIRE.
6. FIBERGLASS OR PLASTIC ZONE VALVE BOXES.
WHERE PIPING IS UNDER DRIVEWAY AND CONCRETE WALKS, THE PIPES
SHALL BE INSTALLED IN SCHEDULE 40 SLEEVES 18" BELOW GRADE.
Existing Soil
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD CO. OR APPROVED EQUAl.
3" Minimum Mulch
3" Soil Saucer
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY -OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENTS IN THE SYSTEM TO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
: I!!: 1!1
ill III I'
: ' ; , Remove Container
Ili"'(11 I; From Rootball
, ,.,' 'I II!
Planting Soil Mixture
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT/
ENGINEER.
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI STANDARD PLUMBING CODE, CHAPTER VI CRITERIA
REFERENCE COLOR CODI NG OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
SHRUB PLANTING DETAIL
N.T.S.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNlY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
CROWN SPREAD
NOTE: All TREE STAKES AND SUPPORT WIRES
Will BE REMOVED AnER 1 COMPlETE
GROWING SEASON.
~
CI
IiJ
::c
Remove Dead and Injured
Twigs, Trim No leaders,
Retain Natural Shape.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White Svrveyor's Tagging
Tape, 6 length
::I
~
3 - 12 Guage Galvanized Wires
Spaced 120 Mound Tree and
Set At A 45'Angle With 3- * 68
Duckbill Anchors Or Equal
CONCRETE CURBING
Mound To Form Saucer
3" Minimum Mulch layer
Remove Burlap From
Around Top Of Ball
Planting Soil Mixture
ASPHALT PAVEMENT '
ROAD BASE ~
NOTE: All TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPlETE
GROWING SEASON.
XERISCAPING
For Cabbage Palm Installation:
Trim All Fronds at Time
of Digging and Planting
For WO!\hlngtan Palm Installation:
leave inside row of fronds
Tie up with biodegradable twine
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
....
.c
0'
'ij
I
~
c
2
I-
2. DROUGHT AND COLD TOLERANT PLANT MATERIAL.
3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS.
L.
o
"
U
I 4. THE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
1 SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
For Cabbage Palms:
All Trunks to be Smooth and
All Bum Marks Brushed Away
for Washington Palms:
Leave all boots on trunk
2 Laye", Burlap Pad at
Support Contact - No
Nails in tree Wood
Wire Tie
finish Grode
3" Minimum Mulch
Rootball, 16" Minimum
Radius From Trunk
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
I CAPING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
! ' : i I II ,\I!
Iii i: i Ill.
. I. 1. I I..
I "I I! I .111
'II' 1,\'
, . I I. Washed-In and Tamped
II" ! Ii ,: '.' .:' ,II! Planting Soil Mixture
1'1 I' " , , ',I! Ex.t. S'I
, ,I "':' . , '.' ~ IS 109 01
I I" .'.,' ,'. 'I i'l
. i I ! ", 'II 'I II' I 'I
'! I' !: I 'ill ,-\11 III .111. Iii
. ,.' '.' .,'", I
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
PALM ST AKING & PLANTING DETAIL
N.T.S.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION.
8. LOW-MAINTENANCE DESIGN.
TREE & SHRUB PLANTING DETAILS
TREE STAKING & PLANTING DET AIL
ADJACENT TO OR WITHIN V.U.A.
N.T.S.
CROWN SPREAD
~
CI
IiJ
::c
Mound To Form Saucer
3" Minimum Mulch layer
Remove Burlop From
Around Top Of Boll
Planting Soil Mixture
NOTE: All TREE STAKES AND SUPPORT WIRES
Will BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
i
Remove Dead and Injured
Twigs, Trim No leaders,
Retain Natural Shape.
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White Swrveyor's Tagging
Tape, 6 length
3 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 45'Angle With 3- * 68
Duckbill Anchors Or Equal
Remove after one growing season.
Provide a minimum 5'x10'
unobstrucl ~d planting area
TREE ST AKING & PLANTING DET AIL
N.T.S.
1F[R1~~ ~~[R1[R1~~~[Q)~ [Q)~1F ~mL~
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NONBIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATER ABSORPTION.
IF WIRE BASKETS ARE USED IN CONJUNCTION WITH BALLED AND
BURLAPPED TREES. THE FIRST FEW ROWS OF EACH BASKET WILL BE
REMOVED AT THE TIME OF INSTALLATION.
2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON. ALSO THE FLEXIBLE AlTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
3. PLANTING HOLES ASSOCIATED WITH PROPOSED TREES MUST SLOPE
(NOT COMPACTED) AND A MINIMUM OF 18-24 INCHES WIDER THAN
THE DIAMETER OF THE ROOT BALL. TREES SHALL BE INSTALLED SUCH
THAT THE TOP OF THE ROOT MASS IS LEVEL WITH THE SURFACE OF
THE PLANTING HOLE. TREES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SITES CONTAINING CLAY. A 2 - 3 INCH LAYER OF
ORGANIC MULCH MUST ALSO BE PLACED OVER THE ENTIRE SURFACE
OF EACH PLANTING HOLE. TO PREVENT FUNGAL INFECTION MULCH
SHOULD BE PULLED BACK A FEW INCHES FROM THE BASE OF EACH
TREE.
6' - 8'
1" X 4" Horizontal Wood
Members or
Approved Substitute
.
.
4. IF ON SITE SOIL CONDITIONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANTER AREA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MATERIAL.
1
2" x 2"
Vertical
Wood Stokes
Barriers Placed at Protective Radius
.
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS.
.
2/3rd's drlpllne for hardwoods 16'mlnl
full drlpllne for pines 16'mtnl
TREE BARRICADE DET AIL
N.T.S.
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIElY OF ARBORICULTURAL.
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED. SCIENTIFIC EVIDENCE INDICATES
THAT FERTILIZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
~ ~
HARDWOODS
PINES
I
I
I
I
I I
I
iI
I
I I
I I
I I ·
I.
I
i
,
I
I
I
I
I
I
I
I
I
I
I
..I
I
A : 3'x2"x2"
B : 12"
C : 4'-5'
D : 1 "x2"
C I
2/3 DriPline--{
Full Dripline
ABBON BARRER
Full Dripline
WOOD FENCE
PROTECTIVE BARRIER DETAIL
N.T.S.
-... til
en.
,
J
,', ~
.-
..
\/'
"
Z ~t
o 00
- cov
I- I .
"A ~"
~ "It Z
I- "It it
~ -~
O .... '"
1'40
D. !:: ~
'^
Z xt
~ ~:t
~ .... V
L- ~ III
.-- ~ I-
co:
· ~z
.. ""..
.i "It...
~ "It ~
I- ~t
Z 1'4 I
III .... III
~ -
Z
o
~
-
>
Z
III
. 0
""
~ ~
Z III 11\
- t: 11\
Z :>....
Z ":~
~ I-~
.. ~ 0
Do ~-
I-~
Q "'9
z 0....
"A Z ..
~ ~m
.. ... I-
III~
. ~~
...~
V~
~III
0...
~v
'.', '
I NES Comm.: 0358 I
I Drawn By: I.B, I
I Checked By: H.G. I
-,
Issue Date: 12/22/03
Revisions:
No. Dote Descri tion
/ /
tn
..J
-
<C
I-
w
C
Q..
Z
e:(
tn
Z
0
-
l-
e:(
(.)
-
LL.
-
(.)
W
D..
tn
w
D..
<(.
"
t.)
tn ,
Q
Z
::s
.'
CD
10
......
('I)
('I)
<.(
e
-
a::
wO
>~
- LI-
a:: ...
ex
~<C a:: ~,
Ww
a:3 ~ a1
O~~
Z X <.(
-(,:);:
LI- ~ a::
-I a1 <.(
W 0 UJ
C en ~
-.:- t.)
mls DRAWlNC IS AN INSTRU"'ENT OF SfRVICE ANO SHAll. REMAIN mE PROPERlY OF THE
ENGINEER, AND S1-Wl. NOT BE REPROOUCED, PUBUSHED OR USED IN Nf{ WAY WIlllOUT
THE CONSENT OF THE ENGINEER. <C>COPYRIGHT 2004 NOT PUBUSHED
}.AA'{ 11200't
KENNETH H. ROUSH, P.E. #33366
COPIES OF rnESE PlANS ARE NOT VAlJD UNLESS
EMBOSSED WITH rnE SIGNING ENGINEER'S SEAL
L1.2
- -- -- ~ - --.
2" )( 4" Broce (Yellow Pine)
Space Three at 120' Typical
Remove after one growing season.
2" )( 4' Stake (Yellow Pine)
Three Feet Long
Remave after one growing season.
Saucer Rim
LOT 38
SECTION 8. I ')WNSHIP 29 SOUTH, .ANGE 15 EAS _" PINELLAS COUN~r'
FLORIDA
,1---. 1I
--.....
-----
-----
-----
C LEAR W ATE R ____________
HARBOR --.
UNPLATTED
-----
-
-
-
-
-......--.
-......--.
-......--.
-......--.
-......--.
-......--.
LOT 37
~~
1.3' CONC.
SEAWALL
~,
-......--.
~
~
~6'CONC. ~
BLOCK WALL
,~
-
-
-
-
----
----
N??o
N??o 46'12"W
51'4?',W
--
--
----
----
----
-
--------
~
,\"';
8
o'
!:j
~~
~,~
~~
5.61 ~ '!"
::(?
&~
fJ
o
/J
o
BRIGHTW h TL ~ TOWNHOMES
P .B. 126, 'GS, 65-66
LEGEND
Q
-3
.
o
A
.I.
o
.
FCM
FIR
FCIR
FIP
FPIP
R
A
CB
o
ORB
PG
PB
(P)
1M)
IF)
IR)
IC)
(0)
FND
LFF.EL.
WM
RM
BFP
LP
ID
SPKND
FPKND
LB
CONC.
PT
PC
PRM
R
NO.:
LOT 20
DENOTES WOOD POWER POLE
DENOTES GUY WIRE & ANCHOR
DENOTES PARKER KALON NAIL
DENOTES .X. CUT
DENOTES NAIL
= DENOTES IRON PIPE
= DENOTES CONCRETE MONUMENT
= DENOTES PRM
- FOUND CONCRETE MONUMENT
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= FOUND IRON PIPE
= FOUND PINCHED IRON PIPE
= RADIUS
= ARC DISTANCE
= CHORD BEARING
= DELTA
= OFFICIAL RECORDS BOOK
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIELD
= RADIAL
= CALCULATED
= DEED
= FOUND
LOWEST FINISH FLOOR ELEVATION
WA TERMETER
RECLAIMED WATER
BACKFLOW PREVENTER
1I GHT POLE
IOENTIFICATION
SET PARKER KALON NAIL & DISK
FOUND PARKER KALON NAIL & DISK
LICENSED BUSINESS
CONCRETE
POINT OF TANGENCY
POINT OF CURVATURE
PERMANENT REFERENCE MONUMENT
RADIUS
REVISION
LOT 21
~
~
10' 13U!Li_,:NG
',ETE:ACi< UNE
PE,~ PL.p,T
N7Jo
N7Jo 227'JO"W
9'29"W 68.09'
677 (p)
. 4'0,,0
FIR '/2"
(NO ID)
~
1-
~
~
~
~
'"
~
LOT 22
1V68o
1V68o 18'5
17'2 6"/11 ~
J"/1I 78
78'9~~::;)
~
~ ~
~
LOT 23
1"
ID)
....
~ '~FPI<N
LOT 24
LOT 25
LEGAL DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 8, TOWNSHIP 29 SOUTH.
RANGE 15 EAST. PINELLAS COUNTY. FLORIDA. BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 34 AND 35 OF BAYSIDE SUBDIVISION No.2. ACCORDING
TO THE MAP OR PLAT THEREOF. AS RECORDED IN PLAT BOOK 27.
PAGES 32 AND 33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY.
FLORIDA.
CONTAINING 0.312 ACRES MORE OR LESS.
NOTES:
1. BEAR I NGS SIIOWN HEREON ARE BASED ON THE CENTERLI NE OF BR I GHTWA TER DR I \'[, ACCORD I NG TO
THE MAP OR PLAT THEREOF. HAVING A BEARING OF NORTH 66022'55" WEST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988 MEAN.
3. BENCHMAf~K - PINELLAS COUNTY BENCHMARK MAP No. 155, BRASS DISK IN L~}N,:IIETE MI:0iAN,
STAMPED LP-15, ELEVATION = 4.980 (NAVD 1929) 4.355 (NAVD 1988).
4. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDl flONAL
RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
5. ALL PROPERTY CORNERS ARE SET CAPPED (5/8") IRON ROD. LB 6928 UNLESS
OTHERWISE NOTED.
6. FLOOD ZONE INFORMATION:
COMMUN!TY PANEL No.: 125096 0007 D
FLOOD ZONE: ZONE AE (EL. 11 )
REVISED MAP DATE: AUGUST 19. 1991
BY:
TWIN P.AL.MS COURT
190 BRIGHTWATER DRIVE
CLEARWATER, FLORIDA
FORI
ROGERS BEACH DEVELOPMENT, INC.
P.O. BOX 676
CRYST AL BEACH, FLORIDA 34681
KLEIN & ST AUB SURVEYING, INC.
PROFESSIONAL SURVEYORS AND PLANNERS BOUNDAR Y &;
8016 OLD COUNTY ROAD No. t54 TOPOGRAPHIC
NEW PORT RICHEY. FLORIDA 346t53
OFFICEI 727-834-8140 FAXI 727-834-81t50 SUR VE Y
LB 6928
LAS3' T~OF, FI "I D ,WOO," OCTOBER 28, 200'
,', d\ ~/,1 r-) .
Lm _, '--. > ~/ 10/29/.Q~
BRUCE A. i: EIN. !;M-No.' 5052
FLORIDA REGISTlRCO ~URVEYOR
NOT VALID WITHr:UT ThE S,G~I"'TURE AND ORIGINAL RAISED
SEAL OF A FLORIDA LIC[NSED SURVEYOR AND MAPPER
~
o
N
"
o
r
20
-4-
40
I
~
10
~
@ CURVE DATA
R-975.00' A-106.85'
CHD.-106.79'(P) 106.95'(M)
CB-N69.55'17"W(P)
CB-N69.52'09I1W(M)
@ CURVE DATA
R-1095.00' A-120.00'
CHD.-119.94'(P) 120.27'(M)
CB-S69.55'17"E(P)
CB-S70.00'17I1E(M)
~M 1 I, )!]f'j
SCALE: 1"-20' FIELD BOOK: E-6
DRAWN BY: BAK PAGES: 55-62
CHECKED BY: XXX
JOB No. : 030135.2 SHEET No.: 1 OF 1
~n
ELEVATOR TOWER TO BE
3/4" CEMENT PLASTER OVER e" C.M.U.
PAINTED PORTER SUN BEIGE - 6819-1
DECORATIVE E.I.F.S. ELEMENT TO BE
PAINTED PORTER SUN BEIGE - 6819-1
BARRELL TILE ROOFING - TYP.
TO BE FLORIDA BLEND
----
\ II 'i" \I II II U (
~
~
-----"
T __
--
\JU U U
u u V
I.-
..-.r
--
~=--
U II II II II V r -<'^-~
,<y
,-rr U L l
u U U lfl==
~
\1
VINYL WRAPPED FASCIA
1 '-6"L.x4"W. DECORATIVE ~
OUTLooKERS - TYP.-PAINTED
PORTER COLOR - CHAMPAGNE TINT - 6823-1
--
/~~~
~~
.......... ---
"'l~
"""""==
:"i
r~
11m.
~III-
II:IIIJI
2'-0"" x 2"THK. FYPON DTAIL-TYP. .....
PAINTED PORTER CHAMPAGNE TINIT 6823-1 ~
4'-0"" X 2"THKFYPON DETAIL - TYP.
TO BE PAINTED PORTER SOFT YELLOW
6188-2 & wI TILE ACCENTS TO BE
PORTER CHAMPAGNE TINT - 6823-1
II:IIIJI
111I
CONTROL JOINT.TYP.
STAIR TOWER TO BE
3/4" CEMENT PLASTER OVER
1'-6"x1'-6" COLUM - TYP, PAINTED
PORTER SOFT YELLOW 6188-2
6"W.x1"THK. DECORATIVE CEMENT PLASTER
BANDING-PAINTED PORTER CHAMPAGNE
TINT. 6823-1
CAST STONE BALLlSTRADES
FINISH-WHITE
2"" HANDRAIL -TYP.
FINISH . WHITt:;
UNDER SIDE OF STAIR TO BE 3/4"
CEMENT PLASTER-PAINTED PORTER
SOFT YELLOW 6188-2
LIVING UNITS WALL TO BE
3/4" CEMENT PLASTER OVER
e" C,M.U. PAINTED PORTER
SOFT YELLOW 6188-2
GARAGE WALL TO BE
3/4" CEMENT PLASTER OVER
e" C.M.U. PAINTED PORTER
SOFT YELLOW 6188-2
ENTRANCE GATE -VERIFY
STYLE WITH OWNER
1'-0"W.x1-112"THK. DECORATIVE CEMENT
PLASTER BANDING PAINTED PORTER
CHAMPAGNE TINT - 6823-1
-
----
r--
>>1
'<0>
Y:'
~".
-- r-- '-",
__ v~
/~
r~
- .
=-="'-: =.:.:.,----~
--=~
ll:IIIJl
I ill
II:IIIJI
-
/
----
-
~
~- -~_.
l=--- ---
,,------ ~"'_.::::.:_..:c
---- - '-------
II:IIIJI
III
II:IIIJI
-- t'- I
~~ ---
o
r-~
SIDE WALLS TO BE
3/4" CEMENT PLASTER OVER
8" C.M.U, PAINTED - PORTER
SOFT YELLOW -6188-2
..
1:=-,
___n___ ____-=
:-.:::
rc::a:J
Iii
II:IIIJI
I
-
r~
::-_----- =-~-:=
==-= =-=--,-
-,-- - ==~:-:-~
----
---
-
-~i
~7
~
18'-1"
62'-8"
~-1
8'-7"
80'-9"
EAST ELEVATION
SCALE: 1/8" = 1'-0"
...-r TT
.....
~ ~ '\ U U U U V
~ TT TT~
~ T T
== ...........~/ -.........,:= "\ lJ lJ " " " If
"l ~
~ r ~
JD: _I T T
T
c--- 1~1 II I tIml
-
-
-=-..:c~:' -~c::_ -,-~~~ -~
--------
._--_._~
-=.-.: ,_----':=_ _C ---------
-- --- - -
- - --- -- - -.. --
---- - ----
--~ ic::I::I3 II I ICJ:I]I
-
-
~ - -- -., ..._~ ~
- -- - - ---. -=-:::-:-.:.-=-.::::::
_n_ -----
n ---- - ---------
_ .u .--. .
__ ___ ._n_ --- -- --- . .
---"- -------. - - ~- ~
..- - - - - - - -
--,----~-- tu:rJ] III [a:t:CJ
SIDE WALLS TO BE -
... - -------- ~ - - 3/4" CEMENT PLASTER OVER r ~
--- -, ------ 8" C.M.U. PAINTED - PORTER
-----. - ----.---
, '
n_ n
- ,- -, . .. SOFT YELLOW -6188-2
-
,- ' -.
_u ' , .
------ ------- - [tc:IJi rm II tc:ml
-
,- ~r ~
,- "
--
~~
.,...."".
ROOF TOP PAVILLON
PAINTED PORTER SUN
BEIGE 6819 1
1'-4" x 1'_4" ~ECORATlVE~
ROPE COLUMNS - ~
COLUMN PAINTED ""-
PORTER SOFT YELLOW ..-.
6188-2, BASE AND
CAPITOL
PAINTED PORTER SUN
BEIGE
6819-1-TYP.
.
CX)
.1
01
20' - 7"
.,..."".
==t"
""""'==C(
~
fa
innr II ill Innnnnnn~r
,nr
)
~
~
~~r
~m~
@
!!!!!!!
!!!!!!
--
--
--
--
--
--
~
---
.
n
1
'~
~ rmml -;-
- IffiWI ~
II
nnnnnnnnr nnnn
1111111111 II
nnnnnnnnnnnnn" nnnnnn
11 11 11 I (11 1f 11 \ "
~m~
@
!!!-
-
--
--
--
--
-
n
@
,--,
@
~.~
n
n
II
-
n ,nrlfnnnnnnnnn nnnnnnnnnnnnnnnnnnnnnnnnnn~M~~nnnnn
1111 1111 II 111111111111 IIIIIIIIII\I\I\'~ II
@
-
@
-
-- r---
~ __'___n ,.
~~
- '_/____.___' .__ ____n.n___.n
L ENTRANCE I EXIT. OP7 ~
13'-5"
24'-0"
90'-2"
SOUTH ELEVATION
SCALE: 1/8" = 1 '-0"
NOTES THIS ELEVATION ARE TYPICAL UNLESS
OTHERWISE NOTED,
, ' ~:fY~ , .
" ~;"-'r-,.,
_._.--...-1___'C!:::!::.~~.~
'- ~ it i1_ r ~; .If.. ii._l
,-rr-rtW=EB + ~-r r-
_c-f -.J -1-1- ._.-.. l-....- -..-;:__~
m
a-:;
\J U
13'-5"
\
12
41 SLOPE
(TYP,)
~
~
--
~-
-
,
CX)
I
----~
~
-
"~
t-....
-
"f~'
. <rr:~}~=t"'t . ,
l~\,l--[r-IJ--'[;' 'fin!] ,u1TT'-'
\ -----. -, .-r I
I ~
' .~- , '! 'r-.,..
r ,~ w.::..: Y~=T_ ,_
,
- - - ! t-.. .
,-'1.1 t ' . , '.1 f_:-
,_; !~~ i :T!JH ! ! U !il_!ljl1!J~ I TIl':',. .,
_, -'__ . . _~_, .LLi._..~ ._-"-'1.:.1 _._L..U._.l..l:J Ll_l:t.~
___mu___ ,-- '~._- -'~-'-~~'~~-1'-~
R rC"
T'~' '; ~
'.... :-:j
.IIIIIIIIIIIII__IIL"IIII_I
- : 1) r - -:.; - f~' -~f-- ~j---~-'f
~-- -- -..---- -- --- --~- - r
,
:
CONTROL JOINT-TYP.
-- -;::::::::;- = -
SINGLE LIGHT FRENCH DOORS
;=:
~~~
~-::;
~u.
III
-, ~__- .-:,:::-":::-: ----_~=-,::::- :'_C --- ,-- -"--,:-:: ,..::::,c-'
---~--~ ---~------- -~ --------- -- ---.-
-----=,---,- .:...:-
REAR WALL TO BE
3/4" CEMENT PLASTER OVER
8" C.M.U. PAINTED - PORTER
SOFT YELLOW -6188-2
- -- ---------
~ =
=- -
-
AlUM, CABLE RAILING-WHITE
, :-.:-
I.
rill
-=-:--..:-. .~:-- -~::=--:-_--_:::-- --'- ::=:~~~~=~.::::= ~:.=--:..::- -----==~ ---
__ ,_ _ ,_, " ___'.:.'U _~ _-.=_'- -=- __ ,_,_ _
REAR BALCONIES TO BE
3/4" CEMENT PLASTER OVER
e" C,M,U, PAINTED - PORTER
SUN BEIGE - 6819-1
-,-~_.
-
=
REAR COLUMNS TO BE
3/4" CEMENT PLASTER OVER
8" C,M,U, PAINTED - PORTER
SOFT YELLOW -6188-2
-
-- ::- ,.
REAR GARAGE WALL TO BE
3/4" CEMENT PLASTER OVER
8" C.M.U, PAINTED - PORTER
SOFT YELLOW -6188-2
WEST ELEVATION
SCALE: 1/8" = 1 '-0"
II
.
--~ . - ..
---- -- --
---~ - -- ---~ -
19
1m
~NAIR
PARK7
NORTH ELEVATION
SCALE: 1/8" = 1'-0"
I
II U II
U f
.-.
....-:=:::--...
r
A^
,,<y
\ U
II II V
/'L
~ ,
~ I
@} --
I I
--
@}
~;:/
'r---..
I
:::::.
-(0~
-..:::::.-'
I
".,c""
--
U I
I
I
--- --- --
6' 6"
11' 1"
2'_1"
--- --~!IT- -IT--~!----TT-~y-m :~--i ---.-.-
,I, u ) .J L .
r--'-' --,--- '.1
I I
I i
n'__
n =
I
";:::::::;' -
=.==-~ ,:=':::::=~.:::-:=::::-:=: =-:-::'=--=--:=
__ _=_-:-=-.- _-:=- _.____ ______....::: n______-:~-u--
=" ~
. __ Jt~
~~~ ~~'-'.:=:="~.;; ~:::__~~ --~ b-;- -~~'=
------ ------.--------- --
,- -
~~
[II]
-=,
-,
-::~::=-.:..~'.., ..::..-:.--=-=-----=- ::'::",:'::-
-
I. ,.
--..
- ---- -.-
.
CX)
.1
o
,
CX)
I
o
~
.
CX)
1
'0
~
1
to
.
1
if}
~
.
o
I
<0
~
MID-POINT OF
MANSARD ROOF
~
~
TOP OF ROOF DECK
DECORATIVE CURVED RAILING
FINISH - WHITE
.
CX)
1
n
If)
TRASH CHUTE TOWER TO BE
314" CEMENT PLASTER OVER e" C.M,U.
PORTER SUN BEIGE 6819-1
11'.0" = B.F.E, 0-
5'-1" = GRADE~
i-1A~' 1 'I lili'
/ B;'
Revisions Date
\.. ~
(.)
c:
-
a>
L-
~
-
(.)
a>
-
...c::
(.)
L-
<:(
en
a>
-
CO
(.)
o
en
en
c:x::
-C
c:
CO
L-
a>
(.)
c:
a>
c...
en
E
o
o
.c.
~ ~ C')
NL.. S<
0')<1> N
<1>~r::g ~
>,..... · <1> e
<( ('I') N a. .p-
('I') "l:t en ~
<1> m ~ @) ,t;:
t:: "0 ,..... en ('II '6
~"C N"- ~ .t
::Eo,.....enMU)
_ 0 '"
.c. u.. 0 0:>
~~I~~.~
~~~U~ c(
nLO~~~ ~
Q)Nm.~ B
... T""" <1> 0') <1> c:
.r:. " "l:t 0 8-
(,) '-' "l:t C (/)
L.. r:::: <1> 0
<( NO.
,.....en
~
0>
C
C
C
ro
a..
<l
<l
0::
W
Uco
zo
wr---
(L-J
(/)0
.0
)0::
Z<l
w
I
(L
W
f-
(/)
~
CO
o
Z
-
l.L.
--.J
W
o
<(
o
0::
wO
>...J
_U-
0:: -
OI
o::()
wLl)
t-CC
<(0::
~W
It-
(!)<(
-~
0::0::
CC<(
oW
O)...J
~()
C/)
Z
o
-
....
~
W
.....J
W
>-
0::
<(
Z
-
~
-
.....J
W
0::
a.
{@
-----:::: ~
----I--
- ----
----
/ COB ""\
Drawn
Check SJS
Date DEC" 24, 2003
Scale AS NOTED
'" Job No ..J
Sheet:
P1
r B;'
Revisions Date
"- ~
u
c:
E
8
-
~
:::s
-
u
a>
:!:::::
...c:::
U
L-
<:t:
en
a>
.........
CO
-0
o
en
en
<:t:
""C
c:
CO
L-
a>
U
c:
a>
c...
en
.r;
~~
NL.. ~
coC>>~ ~
Q)LO'r"c (,)
> I'- "';- Q) .E
<(MNo. l!?
Q)~~@ ~
t "'C I'- CJ) N '6
~'c N'- ~ .'i:
:E 0 I'- CJ) ~ III
.r;LL oS
'5 ..: J: g ~ '~
Q) o~Uo J
:i en ~ c::: .c "2
t5LOc:<(~ CII
Q) N coQ) 0, ~ lD
;!: 'r"_~Q) i
.c u~o en
(,) _ C .-..
.... I'- Q) v
<( NO.
I'-CJ)
~
C)
C
C
c
ro
a.
90'-2"
90'-2"
-,
r
I"
.1
~
14'-0"
20'-4"
23'-3"
13'-10"
~
(
'0
I
BALCONY ~
140 S,F,
BALCONY r
Ol
rvll\<~-
'0
I
BALCONY ~
140 S,F,
"'ASTER SUITE
BALCONY
. ASTER SUITE
;.....
I
(t)
~
"'ASTER SUITE
"'ASTER SUITE
BALCONY
140 S.F,
rvl rvl~
I I
I I
I I
I I
~
~
.
o
I
(t)
~
"'ASTER SUITE
b
I
C.
-
~
/ I I
( II
rr "'ASTER rcJl :-~~ASTER~ F.' i:
I CLOSET;"'" CLOSE I ~ ~
I 9'-0 3'-4" '-3" I ~ 5~8" I
LI: f- - ~ :!J \/f>
~.. : "-j5 ,;-;:, ...
~
lAASTER e. I
BATH to lo
20'-4" A
~=.t: i ~.
I I
I I
--
14'-1"
14'-10"
14'-1"
14'-4"
14'-10"
14'-1"
\
29'~
~ m~ ~~:.~
I D n;..... I I n B I
l!:: _ -R '" D- ~ _:!J l!:: - -U '" R- _ :::U
~ ~
~ ,..- i 1\ ' - 4)' 1\ / t --<llL f'" .-;-
03~ASTER~l;~ 1)\ ~"AS~A o'-L
~ BATH BATH
. ~ < t tr> .~
: ~ :
",' 0 0 i1ii. 0 0 Ou
~-4"
~~
I K CLOSETn B CLOSET I
l!: _ -...:u .: R- :::U
~
"i' 4 / I. -i:'" ~
)~ Ls~O'o_3" 'Q:
BATH j,
i5~ 0 iP,
!i I I .
i. ~5 0: . 'U
I-r---~ IV :> ~~
....- - CAllSL1 ~ I 15 LAUNDRY
n 10"": ~~~I-
~~ ~ PI..~ rGrI ~ ~
z .. p
~ ~. ~ Fi
~ ~.. to ~
~ lo: ~~ ~ ~ ~
~ r ~ Hi ~;..... l8 7'-11"/1 ~
~' ~ __I- - J d (",0';"'1t-
J ~ "'lI"PKT'~
FO~R ~
~
UNIT 'A'
1,840 SF
GREA T ROOlA
UNIT 'B'
1,840 S.F,
GREA T ROOM
i
l!
UNIT 'A'
1.840 S,F,
GREAT ROOlA (t)
I
~
N
i
i
I
17'-9"
<.0
I
I')
N
lFJl ~ ~
. "'- ~
~"
lAASTER ~ v....... 0
BATH ~T _
..
UNIT "A" c:r
'.,.
N
UNIT "A"
~O~
,Aj
28'-10"
-
GREA T ROOlA
GREAT ROOlA
~
\.:)~
J "'~
I I
I I
t.:ll
tDp~
b~i> 1U CPT
<{
<{
ci
w
Uco
zo
wI'
CL--J
(/)(3
.0
)0::
z<{
w
I
CL
w
r-
(/)
,
0>
I
N
(t)
0>
I
N
(t)
-
T,C.
T,C.
,
v
I
IUOI
YAK( -L'!' 7
OOU<TUI j
~
WALL IIWlW COONTD? ~
,?
~
~ ~ IIWlW COONTDl
"\0,
~
~~IIWlWCOUNTDI
"\0,
Q
10
o
o
/ ... H Irwt TOP
~ ~ J
,t,E,," ~ 11'-5" h
,
ill ;~ I <Xl
I
IT] '0
, B <Xl
GALLER' ~~ I')
I
in
~~ ~
>.... KITCHEN
!>
... Ii. INl TOP '\
160' -l8I. - 01~
~ 4'-0" I .~ 10' 4" ~ 14'
lifT TU \LAUNDRY <8. :> r: LAUNDRY ( TU;.
1,.::-.' ~-_-;;;u e ........ ~ -ttll~
~ 'rr - -. - - -.. '
~ _ I;: I in CLOSET ...--1' I
I II \CLOS~8' 10'=~ II..~ I 14'-97 n
--=~-~ LJ
J oo~'
<( v
III I
BATH 12([1 r');'-o"~
3
J
rL
I
b-
IB
. V'T~U~~~
L__~~I
~"A
~ ~.~
:= OEN L
r- --"",1
r~n
!IIIIooI i..
IBIlII} ~
~ (t) :I:
. ..i- ~
2' i'
~it ~
L__ IlL
-
LAUNDRY <' ~~. g ~ LAUNDRY -
:n <.0 :n n
/cl\"" ~~l!J :
~~tD ~
1 tol ~..
K~ ~ 0 /
d d fr.O'""r
\JI)
IFr---~
Jllill
~I bB
Olo ~
~- .I. .
i' l!l
HI
..
8'"
~ ~
! I i
l2:z:zl r-;ALLERY
I~ 'N' o.
-~
0" BA~ [0
· "'9
CPT. ti ~ F(:
,
<Xl
I
o
<Xl
1~~1~
l!J a
I D:II
~'-11. (.)
..z:.ur..oj
[D
-.,. ~ ~
I ..
'.,. =
.,.
I!!' I
~~ .,.
.,.
I !I!!
..,. =~
~~
CLosf
>-
a:
~
..,
r;
f~ ,~,-_.J
A / 'Ir
1F<~ <:,
FOYER TUP.T. .1
6'-5" 11'-7"
(~DEN
...m.. __J
r,o'",
:; .~
~ dYPK ~
-~~
~ DEN ,I
~
~
"
I
N
BEDROOlA 12
BEDROOlA 12
FOYER
0 ,~ ,
0
~ I DEN FOYER BEDROO'" 12 . I
5 ~ N
~
" 5~ ~
1'-3" 12'-4"
J-~
.
o
I BEDROOlA,2
N
~
19'-0.
I
BEDROO'" 12
FOYER
1\
) (
~"
~R_~
12'-4"
11'-3
'0 Iil'ilr ...
1/1
..
I
.....,
r~
'" "'-
/T
"-. "-
<( en
0 z
- :5
~
wO 0..
>-J 0::
_L1..
~ - 0
OI 0
~()
....J
~ wi1i u..
J-m >-
<(~
co ~W 0::
0 <(
IJ- Z
Z ~~ -
~
-
u. ~~ -
....J
--.J m<( W
W oW 0::
m-J
0 ~() 0..
~ ~
,
o
.:,~
BREEZEWA Y
BREEZEWAY
BREEZEWAY
BREEZEWA Y
00-.
UI'
00-.
000fl
UI'
UI'
000fl n
r--
f-
~-
VLY
UI'
~J
vLV
=t ..j
'fI......~
-
l
f\.
~.........
LJ TRASH
o
LJmASH I ~
~/
/LEVATO~
~/
ELEVA TOR
1/ ~
CHUl[
-
Ir
STAIR
STAIR
STAIR
STAIR
PENTHOUSE FLOOR PLAN, 4th & 5th FLOORS
SCAlE 118' - 1'-0'
LIVING LEVELS 1 & 2, 2nd & 3rd FLOORS
SCAlE 118' - 1'-0'
r CDS """
Drawn
Check SJS
Date DEC, 24. 2003
Scale AS NOTED
\.. Job No .)
Sheet:
P2
~ - -0--
1 1 ,- 1
I.........Nr.. I-
,\1 ~". , .. I
1I ~ [
,
,', ," - ,?OO"--
~).'-~'- [
.~
RETENTlON - SEE CIVIL [
"--
--
-
90' 2" M
I LINE Of BLOG, ABOVE " ~ " " ~ ~
-----------
[ ~ [ ..-J L.....--------..l [ I L-_-.---.J I I [ I I I I J
I
t
0
I
I <0
I
1
i
,
,
,
1
1 Ll I-~
I
I
,
., I , i-1 ~~
I
1
-J I
I .. ..
-' I ~ -'
5 I~
[j 0 (J
'0 III
w I~ <( w
w <.:> w
VI VI
I Ig 9 I
III III
II:: -' 0 III II::
:> I~ ~ ::>
(J .. I .. (J
0 I~ ''t w 0
Z N Z Z
::> IS ::; ::>
0 0
II:: II::
<( I <(
z Z
II:: I II::
f'! f'!
I
1 29'-8" 1'-0" 28' -10" 1'-0" 29'-8"
0Cl
I ~ ~I I- "I I
0 .
I COl- TW I
0Cl
\1 -, . rIJ / Ro I
'! ,I V: I
\~ I
I ,
i) I ~
~ t
0>
I
"<0
~
I ' ~
I '
I 0>
I I
, I -:q. .
I 0>
N I I
i N I
,- [ I I r- ,- --------------,
....... i r -==----=:=:::::::J ~ LINE Of GARAGE DOOR IN OPEN POSITION l_ _,___~ I______,_J l__ __,---1
I
I I
I
:~ I I
0
! I I '0
i 0Cl
I 1 I
I I I "<0
i
OCM< uP ft LJB7t I uP OCM<
=t-l - -.....------------ - ~t
~ / LINE Of BLOG, ABOVE \j 0
~
'1\.....~ TRASH <:HUTt !/Lt
"- ELEVATOR TRASH
/ ~ ----- - ~
Vi
TRASH STAGING AREA-SEE CIVIL
STAIR ' , STAIR
I "l
I I
i
V
' : ~
I '
, ,
i/
((
l I
/ B;'
Revisions Date
-,---,---- -- - ---- --
,-
-- --- - ---- - --- -- -- ---- -,--- - ---
\... .J
-
U
c:
E
o
(.)
.s=.
C> ~ ~ M
C N ~ 8
c <OO>~ N
ffi <1>lO~C g
a.. >.......<1> ~
<(MNo. .a
M ~ (/) ~
<1> ro~@ ~
1::-o......(/)N-fi
>-.C N....... re ~
~O"",,(/)MI/)
- O,Sl
.s=. u.. E g ,~
Q) '5 ":Io ~ ~
L- o2()~ <{
:J en ro c:r: .s=. "E
t5lO~<(~ (1l
Q)Nrod>~ ~
... ~ <1> ~ <1> 8-
.r::. () ~ (.) CIJ
<.) - C InI
L- ......<1> 't<I
<2:: NO.
......(/)
-
a>
L.-
:::::l
U
a>
~
...c::
u
L.-
<(
en
a>
-
CO
-0
o
en
en
<(
-c
c:
CO
L.-
a>
U
c:
Q)
0-
en
~
<1
<1
0:::
w
Uco
zo
wr---
0....-.:1
(/)0
.0
Jo:::
Z<1
w
::r:
0....
w
f-
(/)
l
<(
o
0=:
W 0
~ Li
0:: -
o I
0=: ~
>-WW
<(~~
[[}~W
OIt-
ZC><(
--~
u.o::o::
....J(O<(
WOW
Oo>...J
~ 0
z
::i
a..
w
(!)
~
<{
(!)
>-
0::
<{
Z
-
~
-
....J
W
0:
a..
PRELIMINARY GARAGE FLOOR PLAN
SCALE = 1/8" = 1'-0"
, Drawn COB '"\
Check SJS
Date JAN. 15,2004
Scale AS NOTED
\.. Job No ./
Sheet:
P3
----
LEGEND
~
-.,
.
o
"-
...
o
.
FCM
FIR
FCIR
FIP
FPIP
R
A
CB
o
ORB
PG
PB
I P)
1M)
IF)
IRl
I C l
(0 )
FNO
LFF.EL.
WM
RM
BFP
LP
10
SPKNO
FPKNO
LB
CONC,
PT
PC
PRM
R
NO,:
LOT 38
----
--------
LOT 20
= DENOTES WOOD POWER POLE
= DENOTES GUY WIRE ~ ANCHOR
= DENOTES PARKER KALON NAIL
= DENOTES "X" CUT
= DENOTES NAIL
= DENOTES IRON PIPE
= DENOTES CONCRETE MONUMENT
= DENOTES PRM
= FOUND CONCRETE MONUMENT
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= FOUND IRON PIPE
= FOUND PINCHED IRON PIPE
= RAD IUS
= ARC DISTANCE
= CHORD BEARING
= DEll A
= OFFICIAL RECORDS BOOK
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIELD
= RADIAL
= CALCULATED
DEED
FOUND
LOWEST FINISH FLOOR ELEVATION
WATERMETER
RECLAIMED WATER
BACK FLOW PRE VENTER
LI GHT POLE
IDENTIFICATION
SET PARKER KALON NAIL ~ DISK
FOUND PARKER KALON NAIL ~ DISK
LICENSED BUSINESS
CONCRETE
POINT OF TANGENCY
POINT OF CURVATURE
PERMANENT REFERENCE MONUMENT
RAD IUS
REVISION
SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA
----
---
---
---
CLEARWATER --------- ..
HARBOR
UNPLATTED
-
0
~ N
~ II
=
~ ..--
~
~
~
1.3' CONC, ~
SEAW ALL ~
~
~ 0 20 40
~ I I I I
~ ~ 10
ct ::; f..-.
o "{"
,Q ct Q!
o "{"
tv) f!l!5
!;jQ
~
6' CONC, ~
BLOCK WALL
N//o
N//o 46'72"W
57'4/',W
~
..\,;;
8
o'
!;!
~~
!lli~
~(t)
5.61 ~ '!"
::~
~~
fJ
o
~
o
BRIGHTW A TER TOWNHOMES
P,B, 126, PGS, 65-66
~ CURVE DATA
R-1095.00' A-120.00'
CHD.-119.941(P) 120.271(M)
CS-S690 55117"E(P)
CS-S70o OO'17"E(M)
~
@ CURVE DATA
R-975.00' A-106.851
CHD.-106.791(P) 106.951(M)
CS-N690 55'17"W(P)
CS-N690 52'09"W(M)
---------
---------
----------
~
10' BUILDING
SETBACK LINE
PER PLAT
LOT 21
N/30
N730227'30"W
9'29"IAI 680
vy 6/' 9 I (p)
'/4'o.vt)
FIR 1/2"
(NO ID)
~
f
~
~
~
~
~
~
LOT 22
1\;680
1\;680 4815
41' 611ty
2311ty /8
/8'9~~/(p)
(t11)
~
~
LOT 23
1"
ID)
~ ~ FPKN
LOT 24
" ~
='
"....,
...,1, .
LOT 25
LEGAL DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 8. TOWNSHIP 29 SOUTH.
RANGE 15 EAST. PINELLAS COUNTY. FLORIDA. BEING MORE
PARTICULARLY DESCRIBED AS FOLLOWS:
LOTS 34 AND 35 OF BAYSIDE SUBDIVISION No.2. ACCORDING
TO THE MAP OR PLAT THEREOF. AS RECORDED IN PLAT BOOK 27.
PAGES 32 AND 33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY.
FLORIDA.
CONTAINING 0.312 ACRES MORE OR LESS.
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF BRIGHTWATER DRIVE. ACCORDING TO
THE MAP OR PLAT THEREOF. HAVING A BEARING OF NORTH 66022'55/1 WEST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.A.V.D. DATUM OF 1988 MEAN.
3. BENCHMARK - PINELLAS COUNTY BENCHMARK MAP No. 155. BRASS DISK IN CONCRETE MEDIAN.
STAMPED LP-15. ELEVATION = 4.980 (NAVD 1929) 4.355 (NAVD 1988).
4. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE. THERE MAY BE ADDITIONAL
RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY.
5. ALL PROPERTY CORNERS ARE SET CAPPED (5/8/1) IRON ROD. LB 6928 UNLESS
OTHERWISE NOTED.
6. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 125096 0007 D
FLOOD ZONE: ZONE AE (EL. 11 )
REVISED MAP DATE: AUGUST 19. 1991
--->
I..LJ
c=>
.'.[
BY:
TWIN PALJKS COURT
190 BRIGHTWATER DRIVE
CLEARWATER, FLORIDA
FORI
ROGERS BEACH DEVELOPMENT, INC.
P.O. BOX 878
CRYST AL BEACH, FLORIDA 34881
LAS~.o/'TE OF FIE~WOPK'_ OCTOBE. 28. 2003 SCALE: 1"=20' FIELD BOOK: E-6
. ~. ~ 10/29/03 DRAWN BY: BAK PAGES: 55-62
BRUCE A. KLEIN. . 5052 CHECKED BY: XXX
FLORIDA REGISTERED' SURVEYOR
NOT VALID WITHOUT THE SIG~~TURE AND ORIGINAL RAISED J DB No. : 030135,2 SHEET No.: 1 OF 1
SEAL OF A FLORIDA ~ICENSED SURVEYOR AND MAPPER
KLEIN & STAUB SURVEYING, INC.
PROFESSIONAL SURVEYORS A/'IID PLA/'IINERS BOUNDAR Y &
8018 OLD COUNTY ROAD No. S4 TOPOGRAPHIC
NEW PORT RICHEY, FLORIDA 348S3
OFFICEI727-834-8140 FAXI727-834-81S0 SUR VEY
LB 6928
11