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LEGAL DESCRIPTION
A PORTION OF SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST,
PINELLAS COUNTY, FLORIDA. BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
LOTS 31, 32 AND 33 OF "BAYSIDE SUBDIVISION No.2", ACCORDING TO
THE MAP OR PLAT THEREOF, AS RECORDED IN PLAT BOOK 27, PAGES
32-33 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA.
CONTAINING 0.5397 ACRES MORE OR LESS.
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FLOOD ZONE INFORMATION
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THE ABOVE DESCRIBED PROPERTY APPEARS TO LIE WITHIN FLOOD
ZONE AE (EL. 11.0) PER FLOOD INSURANCE RATE ,MAP 125096 0007 0
MAP REVISED: AUGUST 19, 1991
SURVEY INFORMATION PROVIDED BY A SIGNED c!c SEALED SURVEY BY:
, BRUCE A. KLEIN, PSM # 5052
,DATED: 03/05/02
,
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SECTION 08 , TONNSHIP 29 S, RANGE 15 E
CITY OF CLEARWATER
PINELlAS COUNTY, FLORIDA
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SITE DATA
EXISTING (E) PROPOSED (P) TOTAL (E+P) REQUIRED
, ;'.
T T T T
ZONING:
RESORT fACILITY RESIDENTIAL RESIDENTIAL ---
LAND USE:
MOTEL/HOTEL 10 TOWNHOUSES 10 TOWNHOUSES ---
USAGE:
23,509 S.F 23,509 S.f 23,509 S.f
LOT AREA: 0.539 AC. 0.539 AC. 0.539 AC. 5,000 S.F. MIN.
.-.-
DENSITY 19 UNITS 1B.56 UNITS/ACRE 18.56 UNITS/ACRE 30 UNITS/ACRE
I
I
BUILDING COVERAGE: 6,729 S.F. I 10 UNITS 10 UNITS N/A
(S.F. 4: " OF GROSS SITE) ,
2B.6" I DENSITY AVAILABLE FOR TRANSfER 6 UNITS
GROSS FLOOR AREA (S.F.): 9,672S.f. I 33,660 S.F. 33,660 S,F. N/A
F.A.R,: 0.41 1.43 1.43
.-.-..-----
FRONT: 1 0.1 ' I 20' 20' 15'
BLDG. 4.B' 5' 5' 10'
SETBACKS: SIDE:
REAR: 20' 30' 30' 10'
BLDG. HEIGHT: 25' 35' 35' 35'-50'
PAVED VEHICULAR USE AREA: N/A 2,976 S.f. 2,976 S.f. N/A
(V.U.A.)
IMPERVIOUS SURFACE RATIO: 14,745 S.F. 15,410 S.F. 15,410 S.f. 0.95 MAX.
(I.S.R.) 0.63 0.66 0.66
OPEN SPACE: B,764 S.f. 6,299 S.f. 6,299 S.F. 0.05
(S.F. 4: " OF GROSS SITE) 37.3" 26.B" 26.B"
PARKING LOT INTERIOR LANDSCAPING: N/A 1,314 S.F. 1,314 S.F. N/A
(S.F. 4: " OF V.U.A.) 0.44 0,44
PARKING: N/A 20 20 15
PARKING CALCULATIONS: 1.5 SPACES PER UNIT X 10 UNITS = 15 SPACES
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LEGEND
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EXIST. ELEVATION x
EXIST. CONTOUR "'."".'''''''''."..-......,,,'','' 1 0 "."",,,....,,,,""..,,.,,,
NEW ELEVATION +10.00
NEW CONTOUR -----10----
EXIST. STORM SEWER - - - - - - -
NEW STORM SEWER -------
NEW UNDERDRAIN I.......................,
EXIST. SAN. SEWER - , - , - I - , - , - , - I -
NEW SAN. SEWER .'_1_1_1_1_1-'.
EXIST. WATER SERVICE - - - -- -- -- - -- - -- - -
NEW WATER SERVICE -...............-
NEW INLET
.
e
NEW SAN. MANHOLE
NEW CLEAN-OUT(C.O.)
NEW BUILDING AREA
C.O.
.'_I_'-4iJ-I'_'-'.
NEW ASPHALT
NEW CONCRETE
TEMP. SILT BARRIER ~
""
POINT OF CONNECTION
OF NEW UTILITY TO EXIST.
4
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B.F.P.D.
F.H.A.
F.D.C.
T.B.O.
T.&V.
METER
BACK FLOW PREVENTION DEVICE
FIRE HYDRANT ASSEMBLY
FIRE DEPARTMENT CONNECTION
TEMPORARY BLOW-OFF
TAP AND VALVE
I.
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NES Comm.: 0215
. ...,
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H.G,
Drawn By:
C"'cked By:
1'/fJ.
03/15/02 i
Descri tion
SITE PLAN APPROVED
CASE # f:/,.. d 'Z -~") -0'
CASE TYPE e I ,
ORe DATE '/-11. f7"t...
COB DATE ~. t. ('c,t..
SIGNATURE ~
DATE (II' I r1 - " -z., =
B bESIGNIDEVELOPMENT I
o ~ERMmING & BIDDING I
o ~ONSTRUCTION DOCUMENTSJ
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
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8.WJr.*JI.D. / IROIION CONTR... , NOTEI
1. DlIRtNC CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
RESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR 10 INITIATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2. 110fE RETENTION AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTION, WITH ALL
STOR" WATER DIRECTED TO IT. AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOTTOM OF THE RETENTION BASIN, AND FINE GRADE THE
FlNAt. 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. tHt RETENTION AREAS AND OUTFALL CONTROL STRUCTURES SHALL BE CONSTRUCTED
EARlY IN THE CONSTRUCTION PERIOD TO MITIGATE ANY ADVERSE WATER QUANTITY
IN PARTS OFF SITE.
4. AFtER 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. AU DISTURBED CONDITIONS SHALL BE RESTORED TO NATURAL CONDITIONS OR BmER.
6. AU SIDE SLOPES OF RETENTION OR SWALE AREAS SHALL BE STABILIZED BY VEGETATION
OR OTHER MATERIALS TO MINIMIZE EROSION AND PROTECT THE STORM WATER BASIN.
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
400-4 & 400-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING WHICH SUCH VIOLATION OCCURS CONSTITUTING A
OFFENSE.
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
BOlTOM, 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
STORt.fWATER 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.
~ION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMETER BERMS,
FlLTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT ANDIOR 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
SYSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEER BEFORE
ANf OTHER DISTURBANCE OF THE SITE BEGINS.
2. P~cnON OF EXISTING STORM SEWER SYSTEMS: DURING CONSTRUCTION, ALL
STOtt... 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.
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTURE DURING CONSTRUCTION OF ANY RETENTION
AR~ AND WILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANf PERMANENT SUBDRAIN 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.
S. 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 DUST 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
UNSTABIUZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS.
8. MAINtENANCE: ALL EROSION AND SILTATION CONTROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
F1LTtft MEDIUM SPECIFICATIONS
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
FlLTER; CALCIUM CARBONATE AGGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN. EFFECTIVE GRAIN SIZE OF 0.20 TO 0,55 MILLIMETERS IN DIAMETER; A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER.
RATE OF 0.125 CM/SEC. OR GREATER. IF THE PERMEABILIlY 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 f>ERFORATIONS
PER UNEAR FOOT OF PIPE AND BE ON THE BOTTOM 135' 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.
CLIA_. AND GRUBBING NOTEI
" PRIOR TO A#( SITE CLEARING, ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
PlANs . SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
'fREE ORDINANCE AND DETAILS CONTAINED IN THESE PLANS. IT SHALL BE THE
;:\ ~R'S RESPONSIBILITY TO MAINTAIN THESE TREES IN GOOD CONDITION. NO
.:,ji:~; SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN APPROVAL FROM THE
fJ> ' .'" ~R IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL
,':} N IN ,ACCORDANCE, WITH THE SOILS TESTING REPORT. COPIES OF THE
MPO!1...~AVAlLABLE THROUGH THE OWNER OR THE SOILS TEStING
, QUESJ10NS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
rtEPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY,
SHALL CLEAR AND GRUB, ONLY THOSE PORTIONS OF THE SITE,
~FpRCONSTRUCTlON. DISTURBED AREAS WILL BE SEEDED, MULCHED, OR
,."IIt1 OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING
utrloN.
.~., .'
.. ~4it ITD ,6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
AT, A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
. UNLESS OTHERWISE DIRECTED BY THE OWNER.
CLEARING AND GRUBBING NOTEI Icown
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 UNE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR IS TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING STRUCTURES.
7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILIlY 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 DEMOLmON.
9. DURING CONSTRUCTION, ALL STORM SEWER INLETS IN THE VlCINrTY 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.
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 IYITI!M NOTI!I
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 15FO AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM 0-2241.
6. WATER MAIN PIPING OF LESS THAN 4 It 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 RESIUENT WEDGE
MEETING THE REQUIRE.MENTS OF AWWA C509.
9. ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF AWWA C502 AND SHALL BE
APPROVED BY THE l.OCAL UTILrTY 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 PROVIDED 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.
1.3. THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND LABELING ON THE
PIPE TO INSURE DIFFERENTIATION FROM POTABLE WATER PIPING.
WATER SYITEM '!IlnNG AND .IPlCTION R!QIIREIEMTI
1. ALL COMPONENTS OF' THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTION, AND 'ALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND ACCEp.'ED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNER'S ENGINEER ,;ND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
. PERFORMING TESTS.
2. NEW WATER MAINS
AFTER COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED 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
REQUIREMENTS 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.
IANlT ARY SI!WI!R NOTI!I
1. ALL SANITARY SEWER MAINS c!c 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 POINT 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 02321.
ALL SANITARY 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 FORCEMAINS THAT
REQUIRE D.I.P. ARE TO BE POLYLlNED OR EPOXY LINED.
9. ALL SANITARY SEWER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING.
IANlTARY II!WI!R Tl!IT"G AND "'PI!CTION RBQIIR_NT8
1. ALL GRAVI1Y 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 EXFlLTRATlON TEST .ON ALL GRAVITY SEWERS
INSTALLED IN ACCORDANCE WITH THE REGULATION AGENCY HAVING JURISDICTION
MAXIMUM ALLOWABLE LEAKAGE RATE: 100 GPO 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 NOTlFlCATlON OF ALL
PARTIES IS THE CONTRACTOR'S RESPONSIBILITY.
WAT!R/IIWIR CLIARANCI RIQU1R1M1NT8
VERTICAL CLEARANCE AT CROSSINGS
GAVrTY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIOE
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 EUIDISTANT FROM THE POINT OD CROSSING wtTH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARAtiON
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS or oROTECTION SHALL BE
UTILIZED:
WAn 'n!ll a..ARANCI _QUlRl!lBfTI Icwn
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 F'EET CENTERED ON THE
CROSSING (10 FT. UNEAR SEPARATION BEtWEEN JOINTS);
B, THE SEWER SHALL BE INSTALLED WITH 0,1,1', FOR 20 F'EET CENTERED ON THE
CROSSING (10 FT. UNEAR SEPARATION BETWEEN JOINTS);
C. THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING; OR
D. EITHER THE WATER MAIN OR THE SEWER UNE 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 ANf 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 SUP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBUC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTiGHTNESS BEFORE
BACKFlWNG.
SANITARY SEWER/RECLAlMED WATER & POTABLE WATERIRECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER UNE IS TRANSPORTiNG 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 WATER MAINS OR SANITARY SEWER LINES. AN 18-INCH
VERTiCAL SEPARATION SHALL BE MAINTAINED AT CROSSINGS.
WHEN RECLAIMED WATER UNE IS TRANSPORTiNG WATER FOR NON-PUBLIC ACCESS IRRIGATION:
THE REClAIMED WATER MAIN SHALL BE TREATED LIKE A SANITARY SEWER, AND A 10FT.
HORIZONTAL AND 18 INCH VERTiCAL SEPARATION SHALL BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND SANITARY SEWERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAl INTEGRrTY AND PROTECTION OF THE LINES THEMSELVES.
NOTE: WHEN IT IS IMPOSSIBLE TO OBTAIN 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 Dr:.vtATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION.
GRADItG AND DRAINAQI NO,..I
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 COMPANf. DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIREctED BY THE OWNER.
EXCAVATED AREAS ARE TO BE BACKFlLLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
I
2. THE CONTRACTOR SHAll BE RESPONSIBLE FOR PROTECTING EXCAVATING AGAINST
COUAPSE 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 eLks 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 NOTED,
5. AlL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS.
8. THE CONTRACTOR IS 10 SOD THE RETENTION/DETENTION pc~.o AS INDICATED ON
PLANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE i POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY.
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE INVERT
EL.EVATlON(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 SMOOTH FlNISH,
PAYING, GRADING a DRAltAM ,..ITINCI AND IN8PI!CTION R!QUIII_NTI
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 APPUCABLE 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 NO,..I
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 911-12. 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 Eomc:)N OF FOOT -ROADWAY AND
TRAFFIC DESIGN STANDARDS."
e. PAvtMENT IN THE ~RTY SHAlL. CONStST or S" THICK CONCRETE
. ON SUB-SASE <?OMF'ACl'ED TO 98'1 or MAXIMUM DENSrTY PER AASHTO T -180.
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CONTRACTOR'I RIIPONI.LITY NOTE
IT IS THE CONTRACTOR'S RESPONSIBILIlY 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 ARE 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 FlNISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REMAIN IN THEIR PRESENT CONDITIONI 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 QUALrTY 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 A 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 ANDIOR
THE BUILDING{S) AND/OR UTILITIES ANDIOR THE SITE BECOME DAMAGED AND THAT
AREA WAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR ANDloR 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 ADDmONAL INFORMATION THAT MAY BE PROVIDED IS FOR
INFORMATIONAL PURPOSES ONLY, THE OWNER AND HIS AGENT ASSUME 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 LOCATION 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 AND LP GAS LINES
RECLAIMED 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, ANY
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 SAFElY 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 RESPONSIBILIlY 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 & BOTTOM 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.
,
J
1_ tii
CII.
GENERAL CONITRUCTION 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 SAFElY.
SPECIAL PRECAUTIONS MAY BE REQUIRED IN THE VICINITY OF
POWf:R LINES AND OTHER UTILITIES.
7. ALL UNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED AND INSPECTED PRIOR
TO BASE AND SURFACE CONSTRUCTION.
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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.1. 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 BmER THAN EXISTING CONDITIONS UNLESS
SPECIFICALLY EXEMPTED BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO
OTHEI\ CONSTRUCTION AND NO EXTRA COMPENSATION IS TO BE ALLOWED.
14. ALL [\fSTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND .
MULe,lED TO DOT STANDARDS, ANO MAINTAINED UNTIL A SATISFACTORY STAND 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 H'S EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY THE
REGULATORY AGENCY AND ENGINEER. OF RECORD.
15. THE :.:OILS 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 TI-:E CONSTRUCTION SITE.
17. THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAFETY. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR MEANS AND METHODS FOR
CONSTRUCTION SITE SAFElY.
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.
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Issue Date:
Revisions:
No. Date
03/15/P'
Descri t!1
rBI bESIGN/DEVELOPMENT
o ~ERMlrrING & BIDDING
o tONSTRUCTION DOCUMEt'"
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 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 BID AND NO CLAIM
SHALL BE MADE AGAINST THE OWNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED.
22. ALL BACKFILL OVER ANY 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.
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27. SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATES!JBMITTAL{S)ANq.,,~ >
PERMITTING. DEVIATIONS SHALL RECEIVE WRITTEN APPROVAL FRbM'T'HE: ENGtNE.aR1"'. ... ',:..~
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23. THE CONTRACTOR PERFORMING TRENCH EXCAVATION, IN EXCESS OF 5' FEET IN DEPTH,
SHALL COMPLY WITH THE OCCUPATIONAL SAFElY AND HEALTH ADMINISTRATION'S
(OSHA) TRENCH EXCAVATION SAFElY 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 SE CAUSE FOR THE WORK TO BE UNACCEPTABLE. DEVIATIONS SHALL RECEIVE
WRIITEN APPROVAL FROM THE ENGINEER.
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DEMOLITION NOTES
DEMOLITION OF THE SITE INCLUDES
THE REMOVAL/RELOCATION OF
ALL EXISTING STRUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UTILITY LINES (SANITARY
SEWER. STORM PIPES, WATER
LINES, POWER POLES, OVERHEAD
AND UNDERGROUND POWER AND
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LEGEND
WATER WAY
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NEAREST EXPANSION JOINT.
REMOVE ASPHALT AND BASE.
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REMOVE EXISTING WALL.
REMOVE WOOD POWER POLE. COORDINATE WITH
FPC, VERIZON & TIME WARNER CABLE.
REMOVE CURBING TO THE NEAREST EXPANSION JOINT.
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HES Comm.: 021"
Drawn By: J.V.'
Checked By: H.G
Issue Date: 03/15/0? I
Revisions:
No. Date Descri t i (, r\
REMOVE WOOD DECK & WOOD DOCK.
1 Q ALL CAVITY & EXCAVATION RESULTING FROM REMOVAL OF
TREES, SHRUBS, PIPES, INLETS, GREASE TRAPS, SIGN,
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" LIFTS TO
95% OF MAX DENSITY.
11 OFF-SITE DISPOSAL OF STRUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOUD WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P., AND.
PINELLAS COUNTY.
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.....
......
.c
:::l
0..
-
......
....
c
en .f
OJ
Z
-
-
.~ .~ ~
--."~::~...."....._------- .-...- '-:, . "
-' .-'~-
--------
SCALE: 1"=20'
40
20
o
to
20
.11
.....
.
i~:".~' ".' /;:it;~-~;;..~:~F~~",.',~~~~i~~'.;~~it~L~~t~~,~.,
~......'
. .. ..., f._ "'.7"""-,,
-
,..
EX CURB INLET
TOP ELEV. 41 ."
INV. ELEV. .
~-
---------
- ----------. -
------
-------
----- -
---...
---...-......
C\J
o
o
C\J
In
In
6i
o
u-;
.....
0'1
.....
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c.
c(
....
c..
l.L.
Cl
:K
"0
UJ
~
......
en
-
In
.....
C\J
o
-
C\J
o
~
-
lfl
.....
U
(1)
......
o
c..
a..
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lfl
Cl
c:
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s
ro
c3
-
. .
1\1~
, WOOD
: DOC/(
WATER WAY
------
- -----
... , -----
,
'-----...
~= 1 0975'605Q(P~=j:g€:(C)
CHD =, "OS"E(P)
CB='S66: 552, 25 "E( C)
CB=S63 0
f:j1\1c:W
C:1\1C(~1\1Cc:
'SU~t
S'
.. '\;;.
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ci
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...,
~#
Q.
..'\;;. II
83
c' Ctj
rv J:!'
.... ~
lolJ ~G
~ f::;)'
..0
,."
......
~
~
NOTES: TED AT SEA WALL
,. DOCK TO BE CON~r:~7GHT PENETRA nON.
ELEVA nON Wi'TH 7.
REMOVE EX/STING DOCKS.
2. OBSTRUCTIONS IN R. O. W.
NO VERTICAL
3.
RETENTION BASIN
N~p EL. 4.75
BOT.EL.3.0 SF, -68 75'
VOL. PROVIDED 1,500 . R=l ~5'80~ 8f'.(P\68.48'(C)
CHD -6 . , 4'/E~P)
CB=S79:05,433"E C)
CB=S79 39
1 2' CONe.
SEAWALL
!Ii
,
R-975 00' A=6.51
- . '(P&M)
8~2N6~~~b'06W(P&C)
- - ::-......
706 8-',/'.- -
. / \ M) -""-,
'--....
~
8:'"
o.lr)
o 3' CONC. ..../2.
. WALL ........
~~
/go
.. ....
~.
~.'1
Nt)
00
- ----
-
{Jr. Cu
IA;OP fl.. 'ITa IN
Itv{ e,tl..& 4.37 ~
. (tV'? 77 r;
. <. 17 rsY
R=4~040' 6~r(~~ '~~.43' (C)
CHD.- 7. , ''w~P)
CB=S81'48,30"W C)
CB=S81.30 27
HEIGHT
42" OR
CODE
· GATES AND LOCKS
TO MEET CODE
\
\
\
3/4"
PICKETS
3" SPHERE
RULE
ALUMINUM POOL FENCE
N.T.S.
'.
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Drawn By:
Checked By:
~
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0215
J.V.1.
H,G.
03/1 ~!P
Desc ri_~ i r
B DESIGNIDEVELOPMENT
o PERMITTING & BIDDING FP ,
o .CONSTRUCTION DOCU~ .
en
LLI
:E
o
:c ......
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00
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6.:
EX. CURB INLET
TOP ELEV 4 22
INV. ELEV: 1)7
~
J;/
(jl
~
~ I -
CVI --
......., --
I --
1
---
---
NtIy
WOOD
DOC/(
o
..6-J
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WATER WAY
o
..'J
..
....
o
....~.&
...........
..~
....
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~ea Grass Area'
R=1095.0~r A=7.65'
CHD.= 7 .65 (p) 7.66'
CB=S66. 55 "og "E(P~
CB=S63.02'25 "E~)
------
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o
------
------
....~.~
~.6
0....
'-.........
....'J,.z
Edge of
Sea~ Grass Area
....~.9 ....".
S'
, \.;;.
~
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;y ....,
...,
;;"'\~
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o ~
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o' Ctj
;y ~.
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. ~
Jg ~.
~
~
~
Sea
,,6
,-
----.
"
'-------
R=975.00' A=6.51'
CHD.=6.81 '(P&M)
------ ... ... CB=N66055'06W(P&C)
7 06--::-"'"
.8/'(A1} ______
"
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8:""
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.....
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tj0;
o
----
~
----
------
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~ '____. "pOWER POLE
~ ~
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~
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. ........, IN?; fURe
........,........ . tltv. IN(f'
'........, ti; j.7ar
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't........,........ ~/~4'~' CO~
t. ~ Gf,~o' SPIi-4P' Gu
lot C(j C\llJ~... ,........~/GIi{~ P-4v,lf"c;
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t(~ 2./; -----.;: ~c~ ~~''''''''''
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")({)...
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R=45.00' A=4t97,
CHO.=47.64'(P 47.43'(C)
CB=S81048'30 (P)
\ CB=S81.30'27"W(C)
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81RUc:rtJRB 81RUc:rtJRB TOP PL INV.PL
# TYPE
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F.O.O.T.INDEX 232 5.0 3.0
@ TYPE "C"INLET
F.D.O.T.INDEX 232 5.0 2.75
0) TYPE "C"INLET
F.D.O.T.INDEX 232 5.0 2.6
@ JUNCTION BOX
F.D.O.T.INDEX 200 4.75 2.45
@ MITERED END
F.D.O.T.INDEX 272 --- 2.4
@ CONTROL STRUCTURE
4.5 2.0
(j) CORE DRILL HOLE
IN SEA WALL 1.9
PIPE FLUSH @ WALU ---
~
..
III
II
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.
STRUcrt1RB LENOnl PIPB PIPB SLOPE
TO STRUcrt1RB SIZB TYPE
0-@ 130' 12" PVC 0.19%
@-0) 68' 12"x18" RCP 0.22%
0)-@ 5.0 12"x18" RCP 0.2%
@-@ 15' 12"x18" RCP 0.33%
@-0 15' 18" RCP 0.67%
. ...
HES Comm.:
0215
Drawn By: J,V.I.
Checked By: HoG.
.
Issue Date: 03/15/0'
Revisions:
No. Date Descri tic'
3 29 02
"
II bESIGN/DEVELOPMENT
o PERMITTING & BIDDING
o CONSTRUCTION DOCUMH' ' ,
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H,G.
';..-
· 03/1 ~",.
Issue Date. ..
Revisions: Descri t;
No. Date
3 29 02
'",
"
"
\
EVELOPMENT
· DESIGN~NG & BIDDING
g ::'':.CTION DOCU,,": .,
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2-1/2.x2- (1/2.
ANGlE ~ r~x3/8.f
~ NMJm ~
GRATE FRAME W/sruo. S1m
FRAME W /2 ANCHOR STUDS
PER SIDE - EOU1L CENTERS.
GAlVANZE AFTER FA8RICAlION
18-
.
-
-
NOTE:
1. CUT PIPE flUSH
w/INSOE FACE OF
WALL.
2. MORTAR BOTTOM TO
MATCH INVERT Of
OUTFALL PIPE.
NOTE:
ALUMINUM BARS 0 6" O.C.
TOP VIEW
ANCHOR
STANlARD DETAL
3'-1.
GREASE SkI....ER
(SEE DETAIL)
80110M OF SLOT
ElEV. 4.0
2"
~
It
we.[f
12"
12- PVC
INV. ELEV. 2.0
~
~
CAST IRON RETlCUUNE
GRATE, TRAFFIC TYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
8" CONC. WALL
4000 PSI 0
28 DAYS
'4 ; 012" O.C.E.W.
SADDLE
SIDE VIEW
.
GO
!I
8" UNOERDRAIN
INY. ElEV.
GREASE BAFFlE TO BE
1/4" THICK ALUMINUM
w/STAlNlESS STEEL ANCHORS
N.ET DETAL
N.T.S.
MITERED END SECTION DET AL
N.T.S.
CONTROL STAUCTlIE
N.T.S.
SLOT & GREASE
BAFFLE DET AL
N.T.S.
EXIST. SURFACE
P/L
SEE PWI
SAW-CUT EXIST.
EDGE OF PAVEMENT
& BASE
PlJoCE SOD 1/2.
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
POSITIVE DRAINAGE (4:1 NAX)
NEtT EX.
NEW SURFACE
EXIST. BASE
NEW BASE
NEW SUBBASE
~ COMPACTED GROUND
6' MAX.
1
3'
MIN.
J1!t~
.'
P/L
SEE PlAN
PA Ve.ENT TRANSmON DET AL
N.T.S.
~ SOD 1/2.
BELOW PAVENENT
FIN. GRADE PRIOR
TO SODDING
POSmVE DRMWlE (4:1 MAX)
MEET EX.
PLACE SOD 1/2-
BELOW PAVEMENT
FIN. GRADE PRIOR
TO SODDING
,,-- PosmVE DRAINAGE
coww:TED GROUND
GROlJN) TRANSITION
ATnE PROPERTY LN:
1/,,,,,.:; /,."".(- ;-'." I....'''.~\:' '.'\
~ COMPACTED GROUND
N.T.s.
PLACEMENT OF
SOD AT PAVEMENT
N.T.S.
NEW BLDG.
ROOF DRAIN
FIN. GROUND
5'
f UTIUTY (i.e. SANITARY
SEWER, WATER SERVICE,
'" FIRE UNE OR STORM
DRAIN) BY SITE CONTRACTOR
TO 5' FROM BLDG.
,. ,.~~~1i
U1lJ1Y WI1HJN 5' OF BLDG.
BY PLUMBING CONTRACTOR.
FINN. CONNECTlON BY PLUMBING
CON11W:TOR UNLESS OTMERWISE
COORDINATED BY THE G.C.
UTLITY COtN:CTlON
AT ALL BUI..DINGS
N.T.S.
NEW SURFACE
(SEE NOTES 1 & 2)
EXIST. SURFACE
\:t:~' G'.:'>'; ';~i!~\~;'}~11~~~E~~t ~)~:;:~") ~" ,,; '''-
l' 2' l'
EXIST. SURFACE
o
1\ I !:.:.:::
I (I ~..._.~
IiI
II!
COMPACTED FIll. i ! !
OR UNDJSnJRBED
SOIL
VARIES I
SL T BARRER DETAL
N.T.S.
F1LL GROUND AROUND
BLDG. TO 3" BELOW
F1N. FLOOR ElEVATION
&SOO
MAX. SLOPE 4:1
MIN. SLOPE 2X
POST OPTIONS:
2-x." OR 2.5"DIAM.
WOOD: 1.33LBS./FT.
MIN. STEEl
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F.D.O.T.
SPECS. OR EQUAL
EXIST,
GROUND
PRlNCIPU:' POST
POSm~l~
2(Y TOWN<U FLOW
FILTER FABRIC
EXIST.
GROUND
PLACE CONC.
SLABIWALK
4- BELOW FLOOR
ELEV. EXCEPT AT
DOORS REMAIN FLUSH.
EXPANSION JOINT
sLOPt AT 1/4.
PER FOOT
t&ot !MAx. SLOPE
$00 i
~
fl...... ~iIf'"
1Mltk CONe. aM
. AU. DBOENC\' ElCI1'S.
2. __ TO IIJtN[
DEW. FOR PlACINO
MJCS AT tHE a.ocs.
GAOlN> PREPARATION
AT ALL BlU>INGS
N.T.S.
PLAC8JENTOF CONCRETE
SLAB . AT AIJL..1lJl.DNGS
N.T.S.
FINISH GRADE TO
1- BELOW
EDGE OF WALK
MEDIUM BROOM
FINISH CONC. WALK
EXPANSION JOINT
1-1/2- RADIUS
VERTICAL CURB
PAVING
~ MEDIU.. BROOM
ANISH CONe. WALK
r ANISH GRAD. E TO
1- BElOW
EDGEOFWAU<
VARIES (SEE PlAN) ~
SLOPE 1/4" PER FOOT ' I' SOD 1
4..,:. :~. .. ...... :.::IP:'JiI
If 'Ill - .1__.,.
II-II
~ COMPACTED ALL OR
UNDISTURBED SOIL
2' LEVEl
I'~I
illi~::: H: :~~:-iii!:~j i !:~-
BASE
COMPACTED
SUBBASE
NOTE:
PROVIDE 1/4'
CONTROL JOINTS
o 4'O.C., 5' O.C.,
8' O.C., OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GREATER.
CURBIW AU< DET AL
REPAIR oF PAVEMENT NOTES:
1. ASPHAL1'IC CONCRETE PAVEMENT SHALL BE MECHANICALLY
SAWED AND ALL SURFACES TACK COATED.
2. SURFACE TO BE CONSISTENT WITH EXISTING SURFACE AND
THICKNESS; WITH MIN. OF 1-1L2- ASPHALT F.D.O.T. TYPE S-3.
3. BASE MATERIAL SHALL BE PLACED IN 6" COMPACTED LAYERS
TO 98" OF MAXIMUM DENSITY AS DETERMINED BY AASHTO
1-180 lAB REPORTS ARE REQUIRED.
4. BACKFitC FOR TRENCH SHALL BE PLACED IN 12- COMPACTED
LAYER5rO 1 OO~ OF MAXIMUM DENSITY AS DETERMINED BY
MSHTO T -99, LAB REPORTS ARE REQUIRED,
REPAR OF PAVEMENT CUTS
N.T.S.
N.T.S.
NOTE:
PROVIDE 1 14-
CONTROL JOINTS
o 4'O.C., 5' O.C.,
8' O.C., OR 12' O.C.
& 1/2- BITUMINOUS
EXPANSION JOINTS
o 40' O.C. FOR 4'
SIDEWALKS, 50' O.C.
FOR 5' OR GRE'ATER.
WHEN SIDEWALl< IS
TO BE REMOVED &:/OR
NEW SIDEWAU< IS to
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
CONCRETE WALK DETAL
N.T.S.
SAWrARY SEWER
CLEAN-OUT DET AL
N.T.S.
AOr9
k. r' .A'C A
I '1 I"'" ~
l " -'-f- .1
I / """'< ~PLACE 1/2"
L END OF -ll-- -- EXPANSION JOINT
DAY'S WORK~A I IN TOP OF CURB
~ -r-l'-K AT ALL RADIUS POINTS
~~E T~~C~ f- ._-~--~~
PAVEMENT JOINTING l>-A
AorBA
...
A-
fo-AcrB
~: / " -'\
~
Y
K5'R
, 'A" .'
'. .
. ,~. .
:", .'.
A
FIRST
STREET
PAVEO-
A~ -'-+ lla:
.. '.'
I--MrN.---I
TYPE 0
FILL WITH
JOINT SEALANT
(TYP .)
1/8" RADIUS
.2d OR 2" MIN.
1/2- PRE-MOLDED
JOINT FILLER
ISOLATION (EXPANSION) JOINTS
N.T.S.
{",
-11
· .~4~ ,
. I. b,' "b
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SPACING
NOTE: ~ to SUBMIT JOINTlNG
PlAN TO ENGINEER FOR REVIEW PRIOR
TO THE START OF CONSTRUCTION
TYPICAL' PAVEM:NT
JOt4T t'trAL
N.T.S.
~
TYPE A
. '.'.,' ..
'.' ".6'
.b. . .
'. ; .t>.. ' ,
TYPE B
1/8" TO 1/4"
D/4
UNDOWELED
TRANSVERSE
CONTRACTION OR
LONGITUDINAL JOINT,
SAWED OR PRE-
MOLDED.
TOOL WITH
1/8" RADIUS
DEFORMED TIE BARS
14x3Q" 0 30- O.C.
TIED LONGITUDINAL
CONSTRUCTION JOINT
OR CONTRACTION JOINT
WHERE REQUIRED.
NOTE: 00 NOT TIE MORE THAN
THREE LANES TOGETHER.
CONTROL (CONTRACTION) JOINTS
N.T.S.
U.S FOUNDRY 7623
COVER TO BE MARKED
"sEWER CLEANOUT"
IRON BODY FERRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO. T466CSK
6- PVC
8- MIN. CONC.
ENCASEMENT
6" PVC 1/12 BEND
6- WYE
t '. i. p
~ PlUG
~: . ... ...... t.
6"x.- REDUCER
(IF REQUIRED)
BLOW-OFF &'
SAMPLING POINT
N.T.S.
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TYPE C BUTT JOINT
CONSTRUCTION JOINT
N.T.S.
SKEWED TRANSVERSE JOINTS
N.T.S.
I
r
MES Comm.: 0215
Drawn By: I.B.
-
Checked By: J.V.I
Issue Date: 03/15i'
Revisions:
No. Date Desc ri ti
f
~.
~
~
i'
TYPE A CONTRACTION
JOINT PREFERRED (TYP.)
TYPE B ACCEPTABLE
AI. RNATE 1/
itiT.. " d. ! . TRANSVERSE
". ....': . '. '" CONTRACTION JOINT
. .. .' . . '. . . . .. . '~:""" (SEE TYPE A)
TIED CONSTRUCTION
JOINT
(SEE TYPE B)
SEAL JOINT IN INVERT
I !I
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INTERVALS, 24- LONG
MAX.
JOINT
SPACING TO
EXT JOINT
(TYP. )
-4lflHq"T.'~' .'". T.......'. - '..--q1fJfI..... .'"'1''' . '1 LONGITUDINAL
:! ! ,i ! I' I I CONTRACTION JOINT
:; I!; I. . I , (SEE TYPE A)
.. .
JONTS AT
N.ETS DEl AL
N.T,S.
CONCRETE JOINT
LAYOUT DETAL
N.T.S.
3/4" SAMPLING
COCK
~ DESIGNIDEVELOPMENT
O! PERMmlNG & BIDDING
01 CONSTRUCTION DOCUMPH
18" NIN. VERTICAL CLEARANCE
I
<D
SAMPLING
ARRANGEMENT
INSTALL 2" PLUG
(AFTER REMOVAL
OF SAMPLING
ARRANGEMENT
THRUST BLOCK
Note:
LOCATIONS OF
BLOW-OFFS FOR
WATER SAMPLING
TO BE PER
PINELLAS COUNTY
HEALTH DEPT.
ENGINEERING DIV.
CLWTR. OFFICE
53B-7277
~, _" __. ...~............. .t.."ffJ'
'lo ~ 1 ' 10'
t"') :::E WATER..,... OR
STORM DRAIN
OJ.P. IS usm IN PLH:E OF P.V.C.
FOR A MIN. OF 10' ~H WAY
FROM t OF WATER IolAlN WHEN
THE VERT1CAL ClEARANCE BElWEEN
-,- WATER a: SEWER awNS IS 18" OR lESS.
18" OR MORE VERTICAL CL. I
~ffdr&jW~~~
P.V.C. OR V.C.P. ...nTC'.
SAM. SEWER GRAVITY MAIN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITTED.
GRADE
-. .,-"" I!ii"-'''.:J"" _,.r
~~
~WATER MAIN t"')::1
10' MIN.
HORIZONTAL aEARANCE I
STORM SEWER
OR SAN. SEWER
GRAVITY MAIN
HORIZONTAL CLEARANCE
VERTICAL CLEARANCE
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SEWER CLEARANCES
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25
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3
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WATER
WAY
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CB== N 66055' 06W(P &C)
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CHD.==47 .64'(P) 47.43' (C)
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CIVIL
DRAWINGS)
1 .2' CONC.
SEAWALL
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5'
10'
20'
40'
Scale
I 01-0"
I II
fual
Cod
- GENERAL LANDSCAPE NOTES
1 , All plant matenals shall be Flonda # 1 or better and Installed to hlqhest nursery standards, Plants shall be
healthy, free of p~t and disease.
2. All plants shall be container qro\\ln except as noted on plan.
3. All palms and trees shall have straight trunks With no tWIStS. knotting or other defective charactenstlcs.
4. Mulch shall be 100% Pine Bark, Installed to a minImum thICkness of 2".
5. Sod shall be 95% weed free St. Auqustlne "Floratam', Installed With t'qht JOintS.
b, All dimenSions shall be field checked by the Landscape Contractor pnor to construction With any
,hscrepancl~ reported to the Landscape Architect.
7. All matenals shall be as specII,,~d on the plans. II materials. labor or Installation techniques do not adhere
to the speCifications. they will be rejected by the Landscape ArchItect WIth speCified materials and installation
carned out by the Landscape Contractor at no additional cost.
8. No SubstItutions of materials or changes to the draWIngs or spedlcatlons shall be made.
9. All required permits are to be prOVided by the Instalhng contractor unless speclncally stated otherwise In
the speCifications.
10. Contractor Identlncatlon signs shall not be allowed on the prOject.
1 I. Contractor shall be r~ponslble for alllterns as sho~'T1 or deSCribed on thiS plan and specifications.
1 2. All proposed landscape and sod areas containing turf or weeds shall be treated With 'Round-up" per
manufacturer's specifications.
13. Landscape Contractor shall prOVIde all necessary Site preparation required to ready the site lor planting as
speCIfied ,
14. The landscape Contractor shall warranty and guarantee all materials and labor for a period of 90 days for
shrubs and qroundcover, palms and trees. Warranty and guarantee period shall begin upon date of completion.
15. All repairs anc:Vor replacements shall be made by the Landscape Contractor Within 10 working days upon
notlncatlon of any defiCienCies by the owner or their representative.
1 b. All questtons reqardlng the Landscape Plans and Specifications shall be directed to the Landscape
ArchItect at (727) 787-2840.
FERTILIZATION
Shrubs and Trees
All trees and shrubs shall be fertlh2ed With "Aqnform' 20-1 5-5 planting tablets at time of planting and pnor to
installation of plant pit backfill. Tablets shall be placed Uniformly around the root ball at a depth that IS between
the middle and bottom of the root ball.
Application Rate:
I Gallon Container:
3 Gallon Container:
5 Gallon Container:
7 Gallon Container:
Trees:
I - 2 I qram tablet
2 . 2 I qram tablets
3 - 2 I qram tablets
4 - 2 I qram tablets
3 tablets per each 1/2' cahper of trunk
Groundcover Areas
All qroundcover areas shall receive fertlh2atlon With '02mocote" time release fertlh2er per manufacturer's
spedlcatlons.
~ Plant MaterIals Schedule
Code
AL5
CA
CU
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IVS
JP
LAC
LAM
UT
LMG
LMM
MI
POM
RI
SM
SP
SR
TDF
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ZFU
27
CU
Botanical Name
Alplnla zerumbet "vanegata"
Crlnum aSlatlcum
Coccoloba uVlfera
Eleagnus pungens
/lex vomltorla shillings
JUniperus parsonll
unatna camera
lantana montevldensl5
Llgustrum Japonlcum
Llnope muscarl "evergreen giant"
Llrlope musGan "aztec.
Moraea Indloldes
Podocarpus makl
Raphlolep's rndlca
Sabal minor
Sabal Palmetto
Strehtzla reglnae
T rlp5acum Dactylolde5
Viburnum 5uspensum
Zamla furfuracea
Common Name
Var. Shell Ginger
Crlnum Lily
Sea Grape
Slverthorn
Dwarf Yaupon Holly
Parsons JUniper
Yellow Lantana
Purple Lantana
Llgu5trum Tree
Giant Llnope
Aztec Grass
White African Ins
Podocarpus
Indian Hawthorn
Silver Palmetto Palm
Cabbage Palm
Bird of Paradl5e
Fakahatchee Gra5s
Sandankwa Viburnum
Cardboard Palm
" ~j'
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Tree dnphne
EXisting tree to
remain
~~
~
48" Height
24" Depth
SpeCification
7 gal.. 36" x 36"
7 gal.. 36" x 36"
3 gal.. 36" x 36"
3 gal.. 24" x 18"
3 gal., I G" ht. x J G" spr.
3 gal., /2" ht. x 18" spr.
I gal., J 2" ht. x 12" 5pr.
I gal.. 12" ht. x 12" 5pr.
8' ht. x 7' spr.. 5 stems
r gal.. 12" ht. x 12" spr.
I gal.. 12" ht. x 12" spr.
I gal.. 12" ht. x 12" spr.
3 gal., 24" ht. x I 8" 5pr.
3 gal.. 18" ht. x 18" spr.
3 gal., 24" ht. x 24" spr.
C.T. as noted on plan
7 gal.. 36" x 36"
3 gal.. 20" ht. x 20" spr.
3 gal., 18" ht. x 18" spr.
10 gal.. 36" ht. x 36" spr.
.
o
.~
I x4 pt rails
f- 2x4 pt post
ILExI5tlng grade
e TREE PROTECTION DETAIL
_, e "~'O.
Set tree plumb. · .........\
With top Of.~ .
rootball I 1/2" '0 ~
above finish
grade - . ~
~.
Rubber hose 1l'
# 1 2 gauge wire r""
2" Mulch "-
3" Tree wel
finish grad~
~:~:~a~ltake~ ~EtfJ~"
Native 5011 '\.
backfill
12" length red
plastiC flag
tape
EXisting native
5011
e TREE PLANTING DETAIL
-.0) .1.. Set shrub
~ ~ plumb, With top
2" Mulch ' ~ \ 'O. . of rootball I"
_.~ k '\..' . above finish
finish Gradel=e-=L ';.';";'::'<." t, : grade
Root ball ':<~~~".;';~:: -Existing native
Native 5011 ~'W!'~:.. 5011
backfill
-e
SHRUB PLANTING DETAIL
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COPLEY DESIGN ASSOCIATES, INe.
LANDSCAPE
ARCHITECTS
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Landscape Architecture
Site Planning
Construction Management
JOB NO. 22018
SHEET
.L
"
})JqO/frrr
~ re)?
D~
GENERAL IRRIGATION NOTES
s
~ 05
CI ~
I . Install a low volume, efficient new automatic IITIoaatlon system to prOVide 100% covera'ile of all area5.
2 Shrub risers shall only be used In hedges or mass plantlngs. RJsers shall not e><1:end more than 2' above the
1r1stalled height of the plant. All risers shall be 5Chedule 40 pipe, painted black. In no case shall shrub nsers be
Installed adjacent to walkways, driveways or other areas where they may be damaged.
3. All heads Installed In plantlrl'il areas along walks. drives and parking lots shall be 12' pOp-IJp fixed spray
heads. All heads shall be lrlstalled WIth the top of the spray body flush With f1r1lsh grade. All 'ilroundcover areas
shall be IITI'ilated With I 2" pop-up ftxed spray heads and extensions as required.
4. All sodded areas shall be Irrloaated With 4" pop-up spray heads or pop-up 'ileal' dnven heads unless
otherWise speCIfied.
5. Pipe, valves and other IITI<jatlon equipment may be shownlrl dnves, walks or bUlldlrloas for clarity only. Install
all valves and other equipment In landscape beds for best accessibility and concealment.
6. Valves shall be Installed In a mamfold \V1thlr1 a valve box of suffiCient sIZe to ser\llce all valves l\I1thln the box.
Valve box shall be free from any debriS whICh may cover valves. Provlde a 3" depth gravel sump at the bottom of
the valve pit.
7. All Irrl'ilatlon equipment and 1r1stallatlon techmques shall meet federal, state and local codes, regulations and
ordlrlances.
8. All <jear driven heads and all heads alon<j walks, curbs, driVes and parkinoa areas shall be Installed on fleXible
polyethylene 5W1n<j JOlnt5.
9. Gear dnven heads and ftxed spray heads shall be Installed on separate zoneswhere pOSSible. Precipitation
rates and head type should be compatible Within each zone.
10. Gear dnven head5 5hall not be Ir1stalled In 5hrub area5 or be In5talled on nsers where pos5lble.
1 I. Controller shall be mounted as shown on plan
12. All sleeves shall be schedule 40 pipe Installed a mInimum of 14" below <jrade. Sleeves shall be used only
to Install lateral IrrI<jatlon hnes throuoah. Sleeves shall not be used as a method to convey water throu<jh the
system.
13. Adjust all heads to provide maximum covera<je and effiCiency and minimiZe overthrow. IrT'l<jatlon heads shall
not spray over walks. driVes or any other non-Irrl<jated areas.
14. EqUipment shall be manufactured by, "foro", "Ralnblrd" or "Hunter' or as otherWise stated on the plans.
I 5. Contractor shall field verify water source to deliver the proper pressure. pounds per square Inch (PSI) and
water flow, <jallons per mlrlute (GPM) as reqUired by the Irrloaatlon system. Notify the Landscape Architect If there
IS any dl5Crepancy.
16. All permits required for Installation shall be prow:led by the contractor.
17. Refer to the Landscape Plans when locatln<j alllrrl<jatlon equipment. Allow ample room near IITI<jatlon
equipment for the proper Installation of trees, shrubs and other \\Iork shown on drawln<js to be Installed.
18. All wires shall be Installed In Wire sleeves.
1 B. Contractor shall be responSible for all Items on the plan and IrrI<jatlon specification.
20. Contractor shall Instruct the owner on the full operation and malr1tenance of the lITIgation system.
2 I. Contractor shall be responsl\?le for all final repairs or adjustments to prOVide proper covera<je to all
landscape areas.
22. All questions re<jardln<j lITIgation specifications shall be directed to the Landscape Architect at (727)
787-2840.
SECTION 8, TOWNSHIP 29 SOUTH, RANGE 15 EAST, PINELLAS COUNTY, FLORIDA
A-3
R== 155.00' A==68.75'
CHD.==68.18'(P)68.48'(C)
C8==S79005' 44' E(P)
CB==S790 39' 33 "E( C)
A-4
R== 1 095.00' A== 7 .65'
CHD.==7.65'(PJ 7.66'(C)
CB== S660 55 '06 "E( P)
.:Jt
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o ."
'2, 1])
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u 0
In '43
Q) <ll
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WAY
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. 0
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DRAWINGS)
(SEE
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DOCK
LOCATION
CIVIL
S660
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< 5SJJ
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(P)
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IRRIGATION LEGEND
M
~~
CI~
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o
PIPE SIZING CHART
Symbol
.5F-B
. 5H-B
. 5Q-B
. 5CST-B
OBF
D8TQ
08H
DBQ
0'5F
0'5TQ
0'5H
015Q
,61 5 EST
,615S5T
,615C5T
o 1-25F
o 1-25ADJ
.1-25
~
5peclflcatlon
Toro 5' R3d1U5 Full Circle Bubbler
Toro 5' R3d,U5 Half Circle Bubbler
Toro 5' R3d1U5 Quarter Circle Bubbler
Toro 5' R3dlus Center Stnp Bubbler
T 01'0 8' R3d1U5 Full Circle 5prayhead
T 01'0 8' R3d,us Three Quarter Circle Sprayhead
T oro 8' R3d1U5 Half Circle 5prayhead
T oro 8' R3d,u5 Quarter Circle Sprayhead
Toro 15' R3d,U5 Full Circle 5prayhead
T oro I 5' R3d,us Three Quarter Circle Sprayhe.ad
Toro '5' R3dlus Half Circle Sprayhead
T 01'0 I 5' R3d1U5 Quarter Circle Sprayhead
T 01'0 End Strip Sprayhead
T oro Side Strip Sprayhe.ad
T oro Center 5trlp 5prayhe3d
Hunter Full Circle Gear DrIven Head 6 GfM
0-5 GPM 1/2" PVC PIPE
6-10 GF'M 3/4' PVC PlfE
11-15 GPM I " f'VC flPE
I 6-25 Gf'M 1/4" PVC PIPE
26- 35 GPM 1/2" PVC PIPE
36-50 GPM 2" PVC PlfE
50+ GPM 2 1/2' PVC F'WE
.........;
.........;
~
6
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w
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u.
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CJ
...0
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Hunter AdJu5table R3d,U5 Gear Driven Head 3 GF'M
...
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Hunter AdJ.lFulI R3d,us Gear Driven Head - Alternate
Gate Valve
w
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-
a::
0<(
ffio
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~~
Ic:L
Q~
~<(
:~
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.w
O...J
~U
~RW SYSTEM ",," Water Source - Reclaimed Water
V Meter
~5Y5TEM
~~~E , Electnc Remote Control Scrubber
PSI Valve - I"
~ T 01'0 50l1d State Dual Pro~ram Controller - System
"B" controller. Wire 2 zone5 to'3ether at each
station on clock except for sl'iln zones.
Class 160 P. V.C. Lateral Lme (max. flow 5 feet/sec.)
o
fJ
<:
Malr1 Line - 5ch. 40 1.5" f'VC flpe
(max flow 5 feet/sec.)
F'l1Ish Grade
Concrete donut
at each head
Pop-up fixed "pray nead
f'olyell
J 8" poly flex pipe
f'olyell
,
0.3 CONC.
WALL
f'VC laceral line pipe
-e IRRIGATION 5PRAY HEAD DETAIL
,~
C)...
C)"-...
O.l.r)
"-... C) .
"-..."-...
"-...
Flnosn Grade
+-'
c::
c:: (1)
.Q E c::
~ a.. ns
t)OO-
.- 1) a..
t: >
- (1)
o
Concrete donut
at eacn head
f'op,up "lear driven
5pray nead
f'olyell
~~~
l.r)~
... C) ~C)
HI'\.. ...........
ol'v) ~
/V~
0/)j
f'VC lateral line pipe
-e IRRIGATION GEAR DRIVEN HEAD DETAIL
Flnl5h Grade
f'op-up fIXed 5pray nead
minimum depth
COPLEY DESIGN ASSOCIATES, INe.
LANDSCAPE
ARCHITECTS
minimum depth
A-1
R==975.00', A==6.~ 1 '
CHD.==6.81 (P&M)
CB== N 66055' 06W(P&C)
A-2
R==45.00' A==49.97'
CHD.==47.64'(P) 47.43'(C)
C8==S81 048' 30"W(P)
C8==S81 030' 27"W( C)
1666 Laney Drive
Palm Harbor, Florida 34683
Phone 727 787-2840
Fax 727 785-4017
Remote control valve Wlre5 to be Installed under mainline
secure to mainline at 8' Intervals With waterproof
tape wrapped 4 times around pipe at each location
-e IRRIGATION PIPE DEPTH DETAIL
Landscape Architecture
Site Planning
Construction Management
o 51
10'
201
40'
( JOB NO. 22018 )
[ --SHEET ]
IR - I
I 01-011
Scale
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SECnQN, T... at $QJTH RANGE 15 EAff.\
THE SUR\E:Y AS DEPICTED HEREON IS NOT
CO \€REO SV PRQfE~~ UAeILITY INSURANCE
H'fDROGAPHIC SURVEY
DESCRIPnQN: UPLAND PARCELS
LOTS 31, 32 AND 33. SAYSIOE SUBOI\4S1ON No. 2
AS RECORDED IN PUT BOOK 27. PAGE 32 OF THE
PUBlIC RECORDS fE PINEUAS COUNTY. flORIDA
GENERAL NOTES:
This survey has been prepared without the benetit 0f Title Commitment
Subject to additional easements, restrictions or other matters aff.ctin~
the subject property, recorded in the Public Records of this County, A4lt
shown hereon.
Bearings shown hereon ore reference to West bpundary of Lot 31.
PREP ARED FOR: Roland Rog....
No under ground improvements hove been located or shown hereon.
This survey is for the sole use of those listed in the certification 01
shown hereon, any use by ony others than listed is at their sole rillk of
any liablity matters incured by the re-use of this survey. This survey Ie
non-transferable and is 'laid if used by others.
Elevations shown hereon ore referenced to City of Clearwater vertlc;d
datum. Bench Mark F -2 Elevation 4.76
.((~
."
.'
;'
DATE Of SURVE: 4/18/2002
SPECIFIC PURPOSE SURVEY:
This survey has bMn prepared for the -Spectic Purpose- of dep~,
existing conditio", of ~ tubmerged lond. 1~9 adjacent to
delcribed upland area.
Surveyor's Certificotion:'4~'
I hereby certify that this Survey has been prt~pared under my dir",,*, \~~t.,
superviaion os Q .SPEClfIC PU~POSE SURVEY" and meets the ,. . .
os set forth by tM Board Of ProMsslonot Land Surveyor's In chat...
6.0052 of the florida Adminlatrotive Code" pursuant to See.IOft ff'f '
Florida Statute., for the p4..V'pose os stated abolfe. '.' ;".l.tA~. '.
':'<'Z~~'; ;#i..;
. ,. fI' ~ .'
;w.,"" ."1> .
Eu ne T. Caudell, P.L.S. , 4821 ;:'~1j~;"
t.T. udell. Asaociatel, inc. L'#.''f l~-
Not Valid unl... emboeMd with ei9nio9 Surw)'Of'S Seal . q,~~t.1~~ ,':
'c,:: .?~;. ::!~
." ....~,.:t'J.-i,
;;"'"
. j ~
232t .... OAK LANE EAST
CUNtMlD. FLORaOA 337~
(127) 1"-~178
J02012 / FB 02-1
LEGAL DESCRIPTION:
A PORTION OF SECTION 8. TOWNSHIP 29 SOUTH. RANGE 15 EAST.
PINELLAS COUNTY. FLORIDA. BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
LOTS 31. 32 AND 33 OF "BAYSIDE SUBDIVISION No.2". ACCORDING TO
THE MAP OR PLAT THEREOF. AS RECORDED IN PLAT BOOK 21. PAGES 32-33
OF THE PUBLIC RECORDS OF PINELLAS COUNTY. FLORIDA.
CONTAINING 0.5391 ACRES MORE OR LESS.
NOTES:
1. BEARINGS SHOWN HEREON ARE BASED ON THE SOUTH LINE OF LOTS
31-33. ACCORDING TO THE MAP OR PLAT THEREOF. HAVING A BEARING
OF NORTH 66022'55" WEST.
2. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. DATUM OF 1929
MEAN SEA LEVEL = 0.00.
3. THIS SURVEY WAS PREPARED WITHOUT AN ABSTRACT OF TITLE.
THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN
ON THIS SURVEY.
4. UNDERGROUND IMPROVEMENTS. IF ANY, NOT LOCATED.
5. FLOOD ZONE INFORMATION:
COMMUNITY PANEL No.: 125096 0001 D
FLOOD ZONE: ZONE AE (EL.11)
REVISED MAP DATE: AUGUST 19. 1991
C.B.S.
CONC.
AIC
SCIR
SPKND
FCM
FIR
FCIR
CB
ORB
LB
10
PG
PB
( P )
( M)
(F )
( R )
( C )
R
A
CHD,
FND
EL.
4.15
~ = DENOTES GROUND ELEVATIONS
L.F.F.EL.= LOWEST FINISH FLOOR ELEVATION
o~O = DENOTES TREE IDENTIFICATION
~ = CENTERLINE
SECTION 8, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY, FLORIDA.
TREE LEGEND
90-121IUNKNOWN
91-11 i/pALM
92-24uCHEFALARIA
93-24I/CHEFALARIA
94- 5"CITRUS
95-10uTWIN RUBBER
96-16uPINE
97- 7uCITRUS
9S- Sl/CITRUS
99-(4)6uCLUSTER(UNKNOWNl
100-15 uPALM
101-16"PALM
102-13 lip ALM
103-15 JlpALM
104-22uPALM
105-221/pALM
106-221'UNKNOWN
107 - 5'IUNKNOWN
10S- 5uMIMOSA
109- 7uMIMOSA
110- 7 JlpALM
111-13uPALM
112-1611PALM
113- 6f1CHEFALARIA
114-(2l4uCHEFALARIA
115-21I1CLUSTER(UNKNOWNl
1 1 6 - 24 II PIN E
11 7 -21 up I NE
118-16/1PINE
119-21"PINE
120- SlIpALM
121-1SuPINE
WATER WAY
R-1095.00' A- 7 .651
CHO.- 7 .651(P) 7.661(C)
CB-S660 55I06"E(P)
CB-S630 02125"E(C)
~
~
,
LOT 34
,
R-155.00' A-68.751
CHO.-68.181(P)68.481(C)
CB-S790 05144"E(P)
CB-S790 39133"E(C)
~
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7
%"
,
MET AL SHED
WOOD FLOOR
G LOT 31
i?~ss
FND."X" CUT
IN SEAWALL
FCM 3"x3"
(NO 10)
R-975.00' A-6.511
CHO.-6.811(P8cM)
CB-N660 55I06W(P8cC)
\~
(=)
()
c. 7'
-------
~
..8$
O~
o~
o'~
~~
"
~~
CONC.PAD ~~ LOT 30
POOL PUMP 4-.
s 0 J\Ij
'7 ~.
rY~
~~
.'\ ,_.~~ "-0:7 "-0:7
~,~) "< "<
(\
--'
~~,
/ ,,~>
.......
-------
c\
~
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FCM 3"x3"
(NO 10)
WOOD
POWE\OLE~
R-45.00' A-49.971
CHO.-47.641(P) 47 .431(C)
CB-S810 48130"W(P)
ce-S81- 30'27"WICI \
~
LEGEND:
........
~
y
ROLAND ROGERS
KLEIN & STAUB SURVEYING,INC.
1011 LEMON STREET EAST
TARPON SPRINGS. FLORIDA 34689
OFFICE: 727-934-4888 FAX: 727-934-7659
PROFESSIONAL SURVEYORS AND MAPPERS
BOUND.A.R.Y
SUR. VEY
03/19/02 1 ADDED ADDITIONAL ELEVATIONS & TREE LOCATIONS
DATE: No: REVISIONS
LOTS 31, 32 8c 33
BAYSIDE SUBDIVISION No.2
200 8c 208 BRIGHTWATER DRIVE
CLEARWATER, FLORIDA 33767
LB 6928
BAK
BY:
o
N
M
..-
o
I
20
I
40
I
~
10
= CONCRETE BLOCK STUCCO
= CONCRETE
= AIR CONDITIONER
= SET CAPPED IRON ROD LB 6928
= SET PARKER KALON NAIL & DISK
= FOUND CONCRETE MONUMENT
= FOUND IRON ROD
= FOUND CAPPED IRON ROD
= CHORD BEARING
= OFFICIAL RECORDS BOOK
= LICENSED BUSINESS
= IDENTIFICATION
= PAGE
= PLAT BOOK
= PLAT
= MEASURED
= FIELD
= RADIAL
= CALCULATED
= RADIUS
= ARC DISTANCE
= CHORD DISTANCE
= FOUND
= ELEVATION
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