FLD2002-11043 (2)
FLD2002-11043
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THE ISLANDER
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&nBAYWAYBO~ARD
CLEARWATER BEACH Fl ORIDA
View looking east at site
View looking at adjacent property to the north (vacant)
View looking west across Bayway Blvd.
692 Bayway Boulevard
FLD2002-11043
View looking east at south side of site
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View looking south at docks at rear of property
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LoeA TION MAP
Owner I Bumaby Welch CorporatIon
Site
692 Bayway Boulevard
I Case
Property
Slze{Acres)
FlD2002-11043
051
PIN
17/29/15/05004/001/0210
17/29/15/05004/001/0230
Atlas Page
285A
AERIAL MAP
Owner. I Burnaby Welch Corporation
Site: 1692 Bayway Boulevad
I Case:
Property
Size(Acres) :
FLD2002-11043
0.51
PIN:
17/29/15/05004/001/0210
17/29/15/05004/00 1/0230
I Atlas Page: 1285A
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ZONING MAP
, Owner I Bumaby Welch Corporation
Site
692 Bayway Boulevard
j Case
Property
Size (Acres).
flD2002-11043
051
PIN
17/29/15/05004/001/0210
17/29/15/05004/001/0230
Atlas Page.
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FLOOD ZONE: "VARIES' ACCORDI~G TO F.I,R..\I. #1l5096-001 t-E, DATED: JVLY 2, 1991
LEG.\L UES( RIl'rro~: LOrS 21 228. 23 . BLOCK .\
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LOTS 21, 22 & 2,3 , BLOCK A,
BAYSIDE SUBDIVISION NO. 5
AS RECORDED It~ PLAT BOOK ,38, PAGE ,38
PUBLIC r~ECORDS PINELLAS COUNTY, FLORIDA
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THE ABOVE DESCRIBED PROPERfY APPEARS TO LIE WITHIN FLOOD
lONE "VARIES" PEr~ FLOOD INSURANCE RATE MAP #125096-00111-E
MAP REVISED: JULY 2, 1992
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SURVEY INFORMATION PROVIDED BY A SIGNED & SEALED SURVEY BY:
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LOT AREA:
22,242 S.F.
0.51 ACRES
21 UNITS
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10,702 S.F.
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10.860 S.F.
..32,106 S.F.
5' ro DI~MPSTER.\ 5' TO ELEVATOR
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IMPERVIOUS SURFACE RAllO:
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1,131 S.F.
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PARKING LOT INfERIOR LANDSCAPING:
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1,'386 S.F.
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1,415 S.F.
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1 DURING CONSTRUCTION SEDIMENT IS TO REMAIN ON SITE. THE CONTRACTOR IS
i';:ESPONSIBLE FOR THE INSTALLATION OF EROSION AND SEDIMENT CONTROL DEVICES
PRIOR TO INI1lATING AND DURING ALL PHASES OF LAND CLEARING AND CONSTRUCTION
TO PREVENT SOIL EROSION AND SILTATION.
2 mE RETENTTON AREAS SHALL BE ROUGH GRADED PRIOR TO CONSTRUCTiON, WITH ALL
STOR'...1 WATEr~ DIRECTED TO IT AFTER COMPLETION OF ALL WORK, REMOVE DEBRIS
AND SILTATION FROM THE BOHOM 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 '-AITIGATE 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 FACIUTIES, ACTIONS INCLUDED
SHALL BE REGULAR MOWING OF THE BOHOM AND SIDE SLOPES, PLUS PERIODIC
INSPECllONS AND RE'-AOVAL 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
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 CHAPT ERS
40D-4 & 40D-40 F A.C. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING \,YHICH SUCH V10LATION OCCURS CONSTITUTING A
OFFENSE.
MAINTf=:NANCE 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 \.yITH 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 SYSTUA SHALL BE RECONSTRUCTED
IN ACCORDANCE WITH THE APPROVED PLAN
OPERATION & MAINTENANCE OF THE STORMWATER SYS1EM
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 TNICE 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 O\'lNER SHALL RAKE AND/OR SCARIFY THE POND
BOTTOM, AS DEEMED NECESSARY AND NO LESS 111m fWICE A YEAR TO RESTORE THE
PERCOLA1l0N CHARACTERISTICS OF THE POND THE O\VNER 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 SYSTE'-A, IE
GASOUNE, OIL, GREASE, CHEMICALS, ETC
THE POND UNDERDRAIN 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
1. SEDIMENT TRAPPING MEASURES SEDIMENT BASINS AND TRAPS, PERIMETER BERMS.
FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES IN1ENDED TO TRAP SEDIMENT AND/OR PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR INTO EXISTING \VATER 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
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 PROlECTED BY
SEDIMENT T RAPS SUCH AS SECURED HAY BALES, SOD, STONE, ETC, WHICH SI1ALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, AND WHICH
MUST BE APPROVED BY 1l1E 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
AREA AND NILL BE REQUIRED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY 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 NILL BE SODDED PRIOR TO
ISSUANCE OF A CERTIFICATE OF OCCUPANCY
5 PROTECTION ,~D STABILlL\llON OF SOIL STOCKPILES FILL '-AATERIAL 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 H-AE THE STOCKPILES WILL BE PRESENT IN NO CASE SHALL
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS
6. MAINTENANCE. ALL EROSION AND SILTATION CONT ROL DEVICES SHALL BE CHECKED
REGULARLY, ESPECIALLY AFTER EACH RAINFALL AND WILL BE CLEANED OUT
AND/OR REPAIRED AS REQUIRED.
FILTER MEDIUM SPECIFICATIONS
THE FILTER SAND SHALL BE NASHED MATERIAL MEETING F 0.0.1. ROAD AND Br';:IDGE
SPECIFICATIONS FOR SILICA SAND AND QUARTZ GRAVELS, OR MIXTURES THEREOF (LESS
lf1AN ONE (1) PERCENT SILT, CLAY AND ORCANIC MATTER), I.JNLESS FILTER CLOTH IS
USED WHICH IS SUITABLE TO RETAIN THE SILT, CLAY AND ORGANIC MATTER NITHIN THE
FILTER; CALCIU!...1 CARBONATE ,",GGREGATE IS NOT AN ACCEPTABLE SUBSTITUTE; AND HAVE
AN EFFECTIVE GRAIN SIZE OF 0 20 TO 0,55 MILliMETERS IN DIAMETER; A UNIFORMIIY
COEFFICIENT OF 1 5 OR GREATER
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 THF FII TER SYSTEM NILL
BE RECiUIRED AT THE CONTRACTOR'S EXPENSE, THE CONTRACTOR SHALL I1AVE 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 PERFORMED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC) CONFORMING TO
AST/-A D 3033, HAVE ~-AIN,MUM OF SIXTEEN (16) 3/8 INCH DIAMEiER PERFORATIONS
PER LINEAR FOOT OF PIPE AND BE ON THE BOTTOM 1.35' OF THE PIPE
3 THE CONTRACTOR SHALL PROV1DE DENATERING MEASURES AS REQUIRED DURING
THE INSTALLATION OF THE UNDERDRAIN AND ALL OF ITS COMPONENTS
4 THE CONTRACTOR SHALL NOT BACKFILL THE DRAIN PIPE UNTIL T HE ENGINEER HAS
VERIFIED AND APPROVED THE DRAIN PIPE GRADES AND INSTALLATION OF FILTER MEDIA
5, SWF\VMD REQUIRES AS-BUILT CERTIFICATION BY THE ENGINEER FOR THIS FILTER SYSTEM
TEST REPORTS FROM AN APPROVED LABORATORY ON GRADUATION AND PERI-AEABILlTY
SHALL BE INCLUDED IN THE AS-BUILT SUBMITTAL
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1. pr';:IOR TO ANY SITE CLEARING, ALL TREES SHOWN TO REMAIN ON 11.,E CONSTRUCTION
PLANS SHALL BE PROTEC1ED 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 SHO\VN TO REMAIN SHALL BE REMOVED WITHOUT \VRITlEN 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 1l1E SOILS TESTING
COMPANY QUESTIONS REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN
THE SOILS REPORT ARE TO BE DIRECTED TO THE SOILS TESTING COMPANY
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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
CONST RUCTlON
4 THE TOP 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
PURPOSED, UNI FSS orHFRWIc,F nlRFrTFn RY THF OWNFR
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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 ,~Y
EXISTING STRUCTURES
A THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10 FT LINEAR SEPARATION BEfvVEEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH DI.P, FOR 20 FEET CENTERED ON THE
CROSSING (10FT LiNEAR SEPARATION BEnVEEN JOINTS);
C, THE SEWER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO NATER PIPE,
AND BE PRESSURE TESTED AT 150 PSI TO ASSURE WATER TIGHTNESS PRIOR TO
BACKFILLING; OR
o EITHER THE WATER MAIN OR THE SEWER Lil'-JE MAY 8E ENCASED IN A WATERTIGHT
CARRIER PIPE WHICH EXTENDS 10 FEET ON BOTl, 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
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 n1AT \VILL 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 Sf1ALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED f1AY BALES,
SOD, STONE, ETC. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY
CONSTRUCDON 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.
ONE OF THESE METHODS SHALL ALSO BE UTILIZED WHEN fHERE 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 BEfWEEN 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 MAJNTAIN A 10FT SEPARATION, THE
NATER MAIN SHALL BE INSTALLED IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH
SHELF LOCATED ON ONE SIDE OF THE SEWER AND AT AN ELE.'YATION SO THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE T HE TOP OF THE SEWER, AND THE
NATER AND SEWER JOINTS SHALL BE STAGGERED
IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS
DESCRIBED, BOTH THE \'VAT ER MAIN AND SEWER MUST BE CONST RUCTED OF SLiP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLiC NAHR SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TEST ED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFILLING
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SANITARY SEWER/RECLAIMED WATER & POTABLE WATER/RECLAIMED WATER SEPARATIONS
WHEN THE RECLAIMED WATER LINE IS TRANSPORTING \VATER FOR PUBLIC ACCESS IRRIGATION
MAXIMI.JM OBTAINABLE SEPARATION OF RECLAIMED WATE.R LINES AND DOMESTIC WATER LINES
SHALL BE PRACTICED A MINIMUM HORIZONTAL SEP~,RATlON OF 5 FEET (CENTER TO
CENTER) OR 3 FEET (OUTSIDE TO OUTSIDE) SHALL BF. MAINTAINED BEfWEEN RECLAIMED
WATER LINES AND EITHER POTABLE \VA1ER 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 TREA1ED LIKE A SANITARY SEWER. AND A 10FT
HORIZONTAL AND 18 iNCH VERTICAL SEPARATION SHALI_ BE MAINTAINED BETWEEN THE
RECLAIMED WATER MAIN AND SANITARY SE\VERS, OTHER THAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRITY AND PROTECTION OF THE LINES THEMSELVES
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
SPECI FICA TIONS.
3 ,\LL DUCTILE IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21 50
(AW\'\'A 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 UNED, 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-11 0 WITH A PRESSURE RATING OF 350 PSI. JOINTS SHALL BE
MECHANICAL JOINTS IN ACCORDANCE WITH AWWA C-111 FIHINGS SHALL BE
CEMENT 'v'()RTAR LINED AND COATED IN ACCORDANCE WiTH AWI.yA C-104
5, ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE \.yITH AMVA
C-900. PIPE SHALL BE CLASS 15FO AND MEET THE REQUIREMENTS OF SDR 18 IN
ACCORDANCE WITH ASTM D-2241
6 WAT ER MAIN PIPING OF LESS THAN 4" SI1ALL BE PER AST/-A D2241 -89
7 ALL FIHI~~GS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC WITH SOLVENT WELDED
SLEEVE TrPE JOINTS
8 ALL GATE VALVES 2" OR LARGER SHALL BE RESILIENT SEAT OR RESILIENT NEDGE
MEETING TI1E REQUIREMENTS OF AWWA C509
9 ALL FIRE HYDRANTS SHALL MEET THE REQUIREMENTS OF A\"I'NA 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
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 DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION
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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
OY'iNER'S ENGINEER, OR OWNER'S SOIL TESTING COMPANY DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DII~ECTED BY THE OWNER
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APpr~OVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PLANS.
2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PR01ECTlNG EXCAVATING AGAINST
COLLAPSE AND WILL PROVIDE BRACING, SHEETING, C''? SHORING, AS NECESSARY
TRENCHES SI1ALL BE KEPT DRY WHILE PIPE AND APr~URTENANCES ARE BEING
PLACED DEWATERING SHALL BE USED AS REQUIRED,
3. ALL STOR'-A SE\VER PIPE SHALL BE REINFORCED COI'-JCRETE CLASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PLANS
4 PVC STORM PIPE, 12" AND SMALLER SHALL CONFOF M TO AW\'\'A C-900, CUlSS 150
STANDARDS, UNLESS OTHERWISE NOT ED
5. ALL DRAINAGE STRUCTURE GRATES AND COVERS WIT ilN TRAFFIC AREAS SHALL BE
TRAFFIC RATED FOR H-20 LOADINGS
6 THE CONTRACTOR IS TO SOD THE RETENT10N/DETEN110N POND AS INDICATED ON
PLANS \VITHIN ONE WEEK FOLLO\.yING CONSTRUCTION OF THE POND
7, MATERIALS AND CONSTRUCTION METHODS For~ STREErS AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE NI1H 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 SAN-CUT EVEN WITH THE ST ;'IJCTURE WALL(S),
GROUT AROUND PIPES FOR WATER TIGHT AND SMOv " FINISH
11 THRUST BLOCKING SHALL BE PROVIDED AT ALL FIHINGS AND HYDRANTS AS SHOWN
ON DETAILS
12 MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUllON SYSTEM SHALL
BE IN ACCORDANCE WI1H THE LOCAL REGUUlTORY AGENCY CODES
13 THE IRRIGATION SYSTEM SHALL HAVE COLOR PIPING AND L",BELiNG ON THE
PIPE ro INSURE DIF FERENTIATlON F ROM POTABLE WATER PIPING
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1 ALL '>)MPO~DHS OF THE WATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
CONNECTIC) AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTE!.> ) ACCEPTED BY THE OWNER'S ENGINEEr~ PRESSURE TESTS TO BE IN
ACCORD E. WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OW'~ER'S [NGINEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORM" "; TESTS
2 NE V W,\T ER MAl NS
AFTE.R COMPLETION OF INSTALLATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
Bf.:. PERFORMED IN ACCORDANCE WITH THE LOCAL JURISDIC1l0N WATER SYSTEM
STANDAlms AND SPECIFICATIONS, CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW WATER MAINS SHALL CONIFORM NITH COUNTY PUBLIC HEALTH UNIT
REQUIRE'-AENTS AND RESULTS FORWARDED TO THE ENGINEER UNDER NO CIRCUMSTANCES
SHALL A NEW WATER SYS1EM BE PLACED INTO SERV1CE UNTIL CERTIFICATION BY THE
ENGINEER HAS BEEN COMPLETED AND A RELEASE FROM COUNTY PUBLIC HEALTH UNIT
HAS BEEN iSSUED
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1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPEC1l0N BY THE OIA/NER'S SOILS ENGINF.ER PRIOR TO THE PLACE'-AENT OF
BACKF ILL.
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
NITH THE SOILS ENGINEER. TESTS NILL BE REQUIRED PURSUANT NITH THE
TESTING SCHEDULE FOUND IN THE ENGINEERING Ct"NSTRUCTlON DRAWINGS. UPON
CO'-APLETION OF THE WORK, THE SOILS ENGINEER IAUS r SUBMIT CERTIFICATIONS TO
THE OWNER'S ENGINEER STATING 111AT ALL REQUIREMENTS HAVE BEEN MET
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1 ALL SANITARY SE\.yER MAINS & LATERAL SHALL HAVE A MINIMUM OF 36 INCHES OF
COVER.
2, ALL SANITARY SE.WER MAINS & SERVICE LATERALS SHALL BE CONSTRUCTED OF
POLYVINYL CHLORIDE PIPE, SDR 35 OR AS OTHERWiSE INDICATED ON THE
CONSTRUCTION DRA\.\IINGS.
3. ALL SANiT:\RY SEWER WORK SHALL CONFORM \.\11TH LOCAL REGULATORY STANDARDS
AN D SF'ECIFICA TIONS
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 PYC PiPE AND FIHINGS SHALL CONFORM TO ASTM SPECIFICATIONS DESIGNATION
D-.3034-77C, MA SDR .35. INSTALLATION OF SDR 35 PIPE SHALL BE IN STRICT
ACCORDANCE NITH THE REQUIREMENTS OF ASTM SPECIFICATION SECTION D2.321
ALL SANITARY SEWER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. ALL PVC FORCE MAINS SHALL BE CLASS 2000, SDR 21, COLOR GREEN, \.\11TH A
GREEN MAGNETIC TAF'E A MINIMUM OF 2" WIDE, PLACED 1 FOOT BELOW THE
PROPOSED GRADE. THE PRINTING ON THE MAGNETIC TAPE SHOULD READ
"FORCEMAIN".
7 ALL DUCTIL E IRON PIPE SHALL BE CLASS 52 IN ACCORDANCE WITH ANSI A 21 50
(A\"I'NA C 150) AND ANSI A21 51 (AWl/vA C 151) DUCTILE IRON PIPE SHALL
RECEIVE INTERIOR AND EXTERIOI~ BITUMINOUS COATING IN ACCORDANCE WITH ANSI
A 216, A 218, OR A 2151,
8 ALL SANIT,1RY SEWER GRAVITY MAINS OR SANITARY SEWER FORCEMAINS THAT
REQUIRE DIP ARE TO BE POLYLlNED OR EPOXY liNED
9 ALL SANITARY SE\.yER COVERS SHALL BE TRAFFIC RATED FOR H-20 LOADING
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pr~IOR TO CONSTRUCTING CONCRETE PAVEMENT, mE 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 I-AATFRIAI
\'1'111, ~EALt.R, 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 1-" WIDE PAINTED NHIlE STRIPES
4 THE CONTRACTOR IS TO INSTALL EXTRA BASE MATERIAL WHEN THE DISTANCE
BEnVEEN THE PAVE~-AENT ELEVATION AND THE TOP OF THE PIPE OR BELL IS LESS
THAN fWELVE (12) INCHES
5 STAND,\RD INDEXES REFER TO THE LATEST EDITION OF FDOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS,"
6 PAVEMENT IN THE PROPERTY SHALL CONSIST OF 6" THICK CONCRETE
ON SUB-BASE COMPACTED TO 98% OF MAX,MUM DENSITY PER MSHTO T-180
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1. ALL GRAVITT' SEWER PIPING SHALL BE SUBJECT TO A TELEVISION INSPECTION BY
THE OWNER'S CONTRACTOR CONT RACTOR TO NOTIFY THE ENGINEER 48 HOURS IN
ADVANCE TO SCHEDULE INSPECTION
2 THE CONTRACTOR SHALL PERFORM AN EXFILTRATION TEST ON ALL GRAV1TY SENERS
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
RESPONSIBILiIY
.3 ALL FORCE MAINS SHALL BE SUBJECT TO A HYDROSTATIC PRESSURE TEST IN
ACCORDANCE WITH THE REGULATORY AGENCY HAVING JURISDICTION. SAID TESTS
ARE TO DE CI~[AT[D Oy lIiE [NCIN[[I~ or r;:[COI~D AND -::'Ul3MITlE.D TO THl
REGULATORY AGENCY FOR APPROVAL. COORDINATION AND NOTIFICATION OF ALL
PARTIES IS rHE CONTRACTOR S RESPONSIBILITY
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VERTICAL CLEARANCE AT CROSSINGS
GAVITY SEWERS OR FORCE MAINS CROSSING UNDER WATER MAINS SHALL BE LAID TO PROVIDE
A MINIMUM VERTICAL DISTANCE OF 18 INCHES BEfWEEN 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 EQUIDISTANT FROM THE POINT OD CROSSING WITH NO
LESS THAN 10 FEET BETWEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED
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THE CONTRACfOR SHALL PROVIDE CERTIFIED RECORD DRAW-
INGS, SIGNED AND SEALED BY A PROFESSIONAL LAND SURVEYOR,
THE RECORD DRAWINGS SHALL SHOW FINAL GRADES FOR
RETENflON BASIN(S), CONTROL STRUCTURE(S), INLETS
& PIPES WITH TOP & BOTTOM ELEVATIONS, INVERTS &
DIMENSIONING OF SLOf & BAFFLE. LOCATIONS OF ALL UTILITIES
INCLUDING fHE SANlfARY SEWER AND WATER PIPING. THE
CONTRACTOR SHALL PROVIDE TWO COPIES OF fHE CERflFIED
RECORD Dr~AWINGS ro THE ENGINEER.
THE AFOREMENTIONED RECORD DRAWING SHALL BE SUFFICIENT
ENOUGH IN DETAIL TO BE ACCEPTABLE BY AGENCIES HAVING
JURISDICTION.
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1 ALL 1l1E WORK PERFOR'-AED SHALL COMPLY WITH THE REGULA1l0NS AND ORDINANCES OF
THE VARIOUS GOVERNMENTAL AGENCIES HAV1NG JURISDICTION OVER THE WORK
2 ALL ELEVATIONS ARE REFERENCED FROM NATIONAL GEODETIC VERTICAL DATUM
3 LOCA1l0NS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILillES, STRUCllJRES,
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 1l1IS WORK PRIOR TO CONSTRUCTION.
4 THE CONTRACTOR SHALL CHECK THE PLANS FOR CONFLICTS AND DISCREPANCIES
PRIOR TO CONST RUCllON THE CONTRACTOR SHALL NOTIFY THE OIVNER'S ENGINEER
OF ANY CONFLiCTS OR DISCREPANCIES BEFORE PERFORMING ANY WORK IN 11iE
AFFECTED AREA.
5 THE CONTRACTOR SHALL EXERCISE EXTRE'-AE CAUTION IN AREAS OF BURIED
UTILITIES, AND SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS
UTILlIY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCAllONS 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 11iE
START OF CONSTRUCTION THE CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL
UTILITIES NOT INCLUDED IN THE "SUNSHINE" PROGRAM
6 CONTRACTOR IS SOLELY RESPONSIBLE FOR CONSTRUC1l0N SAFETY
SPECiAL PRECAUTIONS MAY BE REQUIRED IN THE V1CINITY OF
POWER 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 Tl1E 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 111E OWNER'S ENGINEER; SHOP
DRAWINGS ON ALL PREC,",ST AND MANUFACTURED 11EMS FOR THIS SITE
FAiLURE TO OBTAIN APPROVAL BEFORE INSTALLATION MAY RESULT IN REMOVAL fflD
REPLACEMENT AT THE CONTRACTOR'S EXPENSE ALL SHOP DRAWINGS ARE TO BE
REVIENED AND APPRO\'ED BY THE CONTRACTOR PRIOR TO SUBMITT,",L TO THE
OWNEf~'S ENGINEER.
10 AT LEAST THREE (.3) WORKING DAYS PRIOR TO CONSTRUCTION, THE CONTRACTOR
SHALL NOTIFY THE ENGINEER AND APPROPRIATE AGENCIES, AND SUPPLY THEM '81TH
ALL REQUIRED SHOP DRANINGS, THE CONT RACTOR'S NAME, SfARTING DAlE.
PROJEC1ED SCHEDULE, AND OTHER INFORMAl ION AS REQUIRED. ANY WORK
PERFORMED PRIOR TO NOTlFTING THE ENGINEER, OR WITHOUT AGENCY INSPECTOR
PRESENT, '-AAY BE SUBJECT TO REMOVAL AND REPLACE'-AENT AT THE CONTRACTOR'S
EXPENSE
11 BACKFILL MATERIAL SHALL BE SOLiDLY TM-APED AROUND PIPES IN 6" LA'rERS UP
TO A LEVEL OF AT LEAST ONE FOOT ABOVE THE TOP OF THE PIPE. IN AREAS TO
BE PAVED, BACKFILL SHALL BE COMPACT ED TO 100% MAXI'-AUM DENSITY AS
DET ERMINED 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 PRIYA1E M~D PUBLiC PROPERTY AFFECTED BY THE NORK SHALL BE RESTORED
TO A CONDITION EQUAL TO OR BETTER TH,1,N EXISTING CONDITIONS UNLESS
SFECIFlCALLY EXEMPTED BY THE PLANS ADDITIONAL COSTS ARE INCIDE.NTAL TO
OTHER CONSTRUCTION AND NO EXTRA CO'-APENSATION IS TO BE ALLOWED.
14 ALL DIST URBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
I-AULCHED TO DOT STANDARDS, AND MAINTAINED UNTIL A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGULATORY AGENCY AND ENGINEER OF RECORD, I-I,WE
BEEN OBTAINED ANY WASHOUTS, REGRADING, RESEEDING, AND GRASSING \.yORK,
AND OTHER EROSION WORK REQUIRED, NILL BE PERFORMED BY THE CONTRACTOR,
AT HIS EXPENSE, UNTIL THE SYSTEM IS ACCEPTED FOR MAINTENANCE, BY 11,E
REGUUlTORY AGENCY AND ENGINEER OF RECORD
15 THE SOILS ENGINEER IS TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL
COMPAC1l0N 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 1l1E FLORIDA DEPARTMENT OF
TRANSPORTATION (FOOT), FOR THE IMPROVEMENTS, AS REQUIRED BY THE
ENGINEERING CONSTRUCTION DRAWINGS, [1AVE BEEN SATISFIED,
16 THE CONTRACTOR Sf1ALL MAINTAIN A COPY OF THE APPROVED PLANS AND PERMITS
AT THE CONSTRUCTION SITE.
17 THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTTON
SAFETY THE CONTRACfOR IS SOLELY RESPONSIBLE FOR MEANS AND ME11.,ODS FOR
CONSTRUCTION SITE SAFETY
18 ALL SODDING. SEEDING AND MULCHING SHALL INCLUDE WATERING AND
FERTILIZATION. THE CONTRACTOR SHALL BE RESPONSiBLE FOR MAINTAINING 1l1ESE
AREAS UNTIL THE PROJECT IS CCMPLETED AND ACCEPTED BY THE OWNER.
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IT IS THE CONTRACTO~ S r~E::PONS fl'LlrY 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 FINISHES, AND OPERATING AS ORIGINALLY DESIGNED OR
INTENDED TO OPERATE) WHICH WILL REM,\IN IN THEIR PRESENT CONDITION AT THE
CONCLUSION OF THE PROJECT, THE CONTRACTOR WILL BE RESPONSIBLE FOR PROV1DING
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 WHE1l1Er~ 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 RESPONSIBILlIY TO PROTECT THE EXISTING BUILDING(S)
UTILJTlES 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 NAS NOT SPECIFICALLY CALLED OUT TO BE A PART OF THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLACE mE DAMAGED AREA TO THE SATiSFACTION
OF mE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER
I)~)/I !)/02
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\.yATER SUPPLY
STOR~-A SE\VER
ELECTRICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE ALARM SYSTEM CABLES
CO NT ROL WRiNG
SYSTEMS
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 NHERE NEW PAVEMENT IS TO BE ADDED
OR EXISTING P,WEMENT TO BE ELlM,NATED
21 ADJUSTMEN1S 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 OI"tNER OR ENGINEER FOR THESE ADJUSTMENTS,
IF REQUIRED
22 ALL BACKFILL OVER ANY PIPE (STORM SEWER, SANITARY SEIVER, OR WATERLINES)
THAT IS INSTALLED UNDER ROADWAYS OR WITHIN THE EMBANKMENT OF THE ROAD\VAY,
SI1ALL BE COMPACTED IN ACCORDANCE WITH F DOT STANDARD SPECIFICATIONS,
SECTION 125-8 3, LATEST EDITION
2.3 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 n.,E STANDARDS AS
ADOPTED BY n.,E DEPARTMENT OF LABOR AND EMPLOYMENT SECURITY (DLES).
24 CONTR~CTOR TO COORDINATE THE POINTS OF CONNECTTONS OF THE UllLJTIES WITH
DIFFERENT SUBS SITE CONTRACTOR TO CONSTRUCT THE UNDERGROUND INFRASTRUCllJRES
i,e SANITARY SEWER, STORM SEWER, \VATER LiNES, FIRE LINES, ETC, TO 5' OUTSIDE
OF THE BLDG(S) THE PLUMBING CONTRACTOR TO CONNECT AND MEET 111E INVERT
ELE.:VATIONS OF THE SAID UTILITIES ANY UTILITY WORK PERFORMED Wm,IN 5' OF THE
BLDG, SI1ALL BE THE RESPONSIBILJTY OF THE PLUMBING CONTRACTOR, ..\LL \VOr~K
SI1ALL COMPLY WITH ,",LL APPLiCABLE FEDERAL, STATE, AND LOCAL CODES,
ORDINANCES AND REQUIREMENTS
25 ALL WORK SHALL BE PERFORMED AND FINiSHED IN A WORKMANLIKE MfflNER TO
COMPLETE SATISFACTION OF THE ARCHITECT/ENGINEER IN ACCORDANCE 'NITH
THE BEST r';:ECOGNIZED TRADE PRACTICES
2G DEVIATIONS TO THESE PLANS AND SPECIFICATIONS WITHOUT CONSENT OF THE ENGINEER
~-AAY BE CAUSE FOR THE WORK TO BE UNACCEPTABLE DEV1AT10NS SHALL RECEIVE
WRITTEN APPROVAL FROM THE ENGINEER.
27 SIGNS, BUFFER WALLS & FENCES ARE SUBJECT TO SEPARATE SUBMITTAL(S) AND
PERMITTING DEV1ATIONS SHALL RECI;.IYE WRITTEN APFROVAL FROM THE ENGINEER
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SANITARY SEWER
NATURAL AND LP GAS LINES
RECLAIMED WATER SUPPLY
T.V, CABLES
TELEPHONE CAGLES
SECURITY WIRING
SI T E UNDERGRO UND MECHANICAL
INCLUDING INSU LATION
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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
NORK THE CONTRACTOR SHALL REPLACE OR REPAIR, PER SPECIFICATIONS, ANY
AND ALL DAMAC,ED UNDERGROUND SERVICES AS LISTED ABOVE AT NO ADDITIONAL
COST TO THE OWNER
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1 TRENCH EXCAVATION
- INCLUDE OSHA STANDI\,~D 29 CFR, SECTION 1926.650 SUBPART p. WHICH IS
NOW A PAfH OF LA' or rLORIDA CHAPTE.R '30-96
- THE CONTRACTOR '3H \1 L PROV'DE WRITTEN ASSURANCE OF COMPLIANCE
\'11TH THIS LAW
- A SEPARATE COST n=M IDENTlf liNG THl COST OF COMPLIANCE.
- A TRENCH SAFElY 3rS1::'-'A SHAli lE 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 \'IILL 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
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DEMOLlflON OF THE SITE INCLUDES
THE REMOVAL/RELOCAflON OF
ALL EXISflNG SmUCTURES WITHIN
PROJECT AREA, PAVING AND
BASE, UflLlT'( LINES (SANITARY
SEWER, STORM PIPES, WATER
LINES, POWEr~ POLES, OVERHEAD
AND UNDERGROUND POWER AND
fELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND IS
NOT LIMITED TO WHAT'S SHOWN.
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BUILDING
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REMOVE CONCREfE PADS AND CONCRETE WALKS fO THE
NEAREST EXPANSION JOINT.
REMOVE EXISTING smUCTURE AND FOOTING,
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REMOVE EXISflNG ASPHALT AND BASE,
REMOVE SHELL AND GRAVEL.
REMOVE EX, DRIVEWAY,
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REMOVE EX. SIGN.
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REMOVE EX, POWER POLE AND ASSOCIATED OVERHEAD,
COOr~DINATE WITH FPC, VERIZON AND TIME WARNER.
REMOVE EX. FENCING & CONC, POSTS.
Description i
REMOVE EX. PLANTER.
REMOVE EX. POOL.
REMOVE EX, Ir~r~IGAfION VALVES,
12 ALL CAVITY & EXCAVAflON RESULTING FROM REMOV!\L OF
TREES. SHr-~UBS, PIPES, INLEfS, GREASE TRAPS, SIGN.
AND POLE BASE SHALL BE FILLED WITH APPROVED
SUITABLE MATERIAL AND COMPACTED IN 12" L1HS fO
95% OF MAX DENSITY,
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13 OFF-SITE DISPOSAL OF STRUCTUr~ES, UTILlflES AND
CONSTf~UCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APpr~OVED BY F,DE,P" AND
PINELLAS COUNT'(.
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UNOCROR/llN CUNHJUT
./la',1II''.4' 0.;;<<:, O:J..L1Il
f'l1J""H AT SlDE: SLOPE.
~KOf'
CCIoIPI\Cn:O
001TOlil , . . 1\Pf'RWt.D I U.
Of' 8ASIN., \ 'S7 ft;U , e' SOlIO PYC
"/ -I..'X! LONG
. -1 _ _ _ _ ' $lIUP ELOO'N
FILn:R r - - CONNECT >lEMEJRANE
rllURlC - nutR 10 5'P,c WATlR TIGHT
l.llOIV1.l (sa: U,S.!.)
6 "l'VC
L UNOCRDP.AJN
~l..Cl'lRVlOUS
l.l(lIBRI-NE (30 IoIIL)
U ,jEf!:HA1~ CU~"N.-OJ r
~,T S,
RE1ENTiON e.~SIN
6' UNDLRDRAlN
INV, ELEV, 20,
TOP ~
ElANI<
IS- on:~t..c
1"'- .- S<l'f I#~~I~ 4: - TRENCH WALl
~ (fIO ~l()) /' Fill SOCI<
6' J - C-~- "Z
9tr-~... ~I n~' I~EDIVI.f C- 5' .'~~
i rYP) (,. SI'((;S, - v ,"v
FlL n:R S C 1.2) 6' (~N[~E~!tc:~)
FAliillC ~
'N/f'I:RI.4!:AllIUTY COCf, L Il..CPERVlOUS 1~!J~EJRAN, E (:)0 l.lIL)
Of 0.20 CM/SEC AT ALl SIDES EXCEPT At OPEN(NG,
(DO :lOT P\..U: :LlAUl'-At: All SV.lolS :.lUST BE WELDEO
^T ntS 0i'0..;<<;) WATER TlGHT PER Ik'NUFACT\.If(ER'S
RECOMI.fENO"-T10N.
:~fE;
NEJnllR ~57 RO(;I< I~R FILTER :.4UJ\A Sl'ALl UE CO:.lPRr.;rn
Of L':.IlstONE, U'"U:ROCK OR on tlR CALCllJ''''' CAROONATE
"G(;f,,'tGAT!, (sa: SPECIFICATIONS SHEET C 1.2)
18' RCP
INY, ELEV, 2,0
CONI nef.. :3 THUG r IjHE
N.T,S.
C~ rA__ (:)~
IUS,
C.O, FLlJ'.;H _/SIDE 51.01't
- 6'
SOUO
"'Ie
5'PYC
LO:~
AAD4US
OCNO
- ~~N~fftW~J(~WT
~ I.4EMBRA'JE
- 001TO.. Of'
flf. TLNTION BASIN
;;C;Wm\hAf#B['['f~ (30 MIL)
U J:q:.H1:;Vl~ :)'{$U.M ~~(':~.E WjG (1).:3J)
N.T S
BLO'NOfF o~'r;'\IL
IU.S.
--.............--------------~
I
II I
M1U
Eolip" No 85-' ~ Jri
Blow- Off Assy,
Including Lockable
Cast Iron Box
Water ~..iain
[
Restainer PIUg-./
Per Detail No, 403
\. ..po'. ~...\.#
(C'~ ,\,$~ \~.." J' T,,,,,oItl-""
<(0-1" ~ ~.;.~...
........y/,.
~ ""
A~
L
..fO~ 'h"'..,1 (.)(\fy if
$l~ ~c dr., .e.
8
L
/ Prc~edy / R.O.W. Line
:"Idefrfuik
Ji
PLAN V1EW
~ 2" Brass
2" Brass
~go.
Bend
I':'V, ~Jt
f"{PIGAL flrt~ U"{O~V\Nr S~TflNG
NT$,
- Fire Hydrant Assembly
(Typ.)
ONLY APPROVED
Distance Varies
-i
Kennedy Guardian Na, K-81A
I-Auller Centurion No, A- 423
U.s, Pipe Metropolitan
~.
/valve
~r
Box
/valve
lr"'-'
'I'
I,
II
Box
c
~
.
(0
I
N
Topping Sleeve & Valve
r By City, Fee by
O.....ner or Contractor
'i I
iJ!c~
f "- Exist. "Vater Main
(Typ,)
~, (.;l..ft
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
"'~"'b,1W TYPICAL HYDRANT 05'~ 9
" .' rJt St.lTING "00< "",
TIIPPiNG SLEEVE & VALVE 402
.... ,..., i<O li BY CITY 4 <:s 4
~r:,.;.1i ri'f
B,v,o.
CitEC1(E1) 8Y'
8LOwOFF
DE.TNL
NOTES:
1, All Fire Hydrants to have 5 1/4" V'Jlve Seat.
2, See Index I 401 for Jack & Bore Details.
~~~~-"\1.JH
,..., t...;,~,...,.J)lJ'f'
G.C.H,
Remove CUI b if Existin
Exist Cone Drive
12' 12'
J I~a. S!c>!'e____.J,. 1'~ :.lax Sk>!,e
----'tt i~l
~~~ -,~ """~"
----... ' , "" ..., , ,,' " ~
-.. , _''':If,',' ,':,." ._.':' ':,_,:,,':.f.
14'/ . , / ,.', ..,- ~1/2' Exp, Joint
1 2 Exp. Jo,nt 6'
/:-
TYPICAL DRIVEWAY CROSS SECTION
8f:
cl=c3
.~ ~ '0
JE JE a.
, . 0
"-'Nf--
6" or 8"- 1/8
~
l' Il.in Residootiol streell y City R/W.~
S' lAin Art....iol Sll ~et 2' County R/V I
1/4.......Foot __
~~. ".,]
3000 ..sl Cone 4' Thick. Conslr,
6' Thick at Drive..o~ with
6x6 110 Nelded 'Hire I~e~h,
See Note 7
ill
Rocnov~ Bod< of Curb on State Of' Y",iicol Curb9 ...ith a _tical So., cut
Of' Remove entire Curb Clnd Ri"p1o'e as Port of Sidewolk Rorrop,
su
u
)
)
u
IJodified Clnd Volley Cult.... Curts
join exist bock of curt
/ 12' "~ Textured Sw.faee
1'~I~a. S1(~ ~__ ~~~
r,-' .. ~,
f~;'''':-; ," , ,..,., -' RemOve to on
~ 1/2' Expansion Joint even joint Of' 9a..cut
-<
oj
U
1
i
-<
SECTION A-A
11OllS:
1. ?ro..41-e T",~,;,d ..kAnt. At OlBt,,SKc8 :J.ut.(,;;hin9 n-,e tfutth.
N>o PI"". C-.,,,,,,,;,,,, Jelot. At CK1~"",...
2- If S"",. Pli,<lc.Jl ct,.lrV<iU"" Exi.lo"',k;h P, .,.nto
l"h. r-"l:a<..in9 Of ~K:C.WuJ.,. ~,. $hV'..,,~ Cont::.x.'1 n,.
En #v...--<< in9 DI"t:s.lun r ~ Ntornute LO<.'<ttl<~.
3. '~.s~ And Otf,4f' :"'~~Jl' It1'. NQt Be r~mlHI1d
Irl ~d"...~. Or D.-j.."..o)"
4. tfo CCKfUcI__' Of M'/.. r..td ';Mt C. r.-mit1..,d On Cun"" .t. SirJl;...u:t. Or
O</,...a,. IillMut ~.dne ~+'\><a"" Of 11',. City En <jir"....
5, /oJ C,-""" .le Sh~1 Be JOOO psi I.ln. .~ 2e Da,...
8. COl~(.t. Sur-foce to t... L'/lt On;)i;,X" rlfl:.,n.
7, C!..JfX'tele Dr!vtlitcy Curl,trudi>.)l"\ ,oI"J. t>e e- thkJ< #I S.e/10x10 '/II.'N.r"
)
U
.J
"
.:J
:n
Ie:
~
1
.J
~
1:
..J
3
:l
:r
u
~
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;)
:!
"
.J
.J
.J
~
;)
"
.n
Ie:
:l
j
I'~[
:.'. '" " Back of Curb
Sewer Main
SECTION B-8
I.U....l...\tJfII
.
N
'-...
LI' 9 5/8"-1
T-~~
Plug
(See Note)
10 5/8"
'd I It)'
~I
8"
13 1/2"
CLEANOUT PLUG DETAIL
8. R....\'4;s $h..... He.. Q TO<.:U:e Sudoc&. Textul.;,d to a
O,!p\.h Not u{.",.,..Ar19 '/5" by ll.... uf iI.K1lp IX ruC:~
In C.",.\(l.Km,JO(.e .ith R...'"at.i dfllents uf FOOT
Ro~d"ay i.If,d TrQfrw: Ot.lt/'l" Stundurd.. Ce1ul 304
Or IlAv$t Fl:~i$lt ~v:jifk(,ltlvr".
N,T,S.
CLEANOUT DETAIL
N,T,S.
1/d .wJ.cd ""~
CIT'l' Of CLEAR'NA TER, FLORIDA
ENGINEERING DEPARHAENT
"'fc."f IJ'f TYPICAL SIDEW AU< 1 ~1
,"" "<EO"" IJ'f CONSTRUCnON IIND I,UX ,<0,
lC.J. RAMP DETAIL 10'9
e.t'fJ. ~~~ ff( 1 '.I J
, l/llJ h"-""lf..c:d Q..l" .4t
'0, DNY OCS<.1:J-'tVN
NOTE:
Cleanout plug to be
U,S, Foundry 7621
or equal.
CITY OF CLEARWATER. FLORIDA
ENGINEERING DEPARTMENT
"'"
t><tt
~"...'NB'I"
"
C:~ tJ\"
W.JS,
,:';-1'. ;.j>lr.c~J. ~
:u<,f.!t'1M4
-
~
~
SNllfM.Y SEWE,~ f~
CL~:\N-OlJr O~'r:\IL
fYPICAL
PVC 'NYE
N,T.S,
~dt~~1/2"1/2'
'\ 4'.3/8'.
.. ;CHOfl SlUO
GRAn: !1,A'IlE ',/Sl1JO, STill
fW~~E "/2 i-l<<:liOR Sl1JDS
PlR SID€: - EQUIIl CENllRS,
CAlV/lI'o/IZE AfTER fABRICATION
,4.J r-.; iCH
:3 OJ V AU) !:€ f.'.L
CAST IRON RE.TICUlINE
GRATE, TRAfFIC T'l'PE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
8" CONC, WAlL
4000 PSI -.)
28 DAYS
14 ~ ~12" O,CE,w,
j r.~rTp=''TT~TTTTTTTTTTT'T rT~-r;'
':: J 2" ANCHOR
~ ~E FOOT NOCX 201 I
~ J FOR EYE OCU AND
> I crwN
j r fOOT "C" 2'-0" x 3'-1"
ro ~.-.-.-.-.-.-.~
NOTE;
,. CUT PIPE FLUSH
../iNSDE FIICE OF
WALL.
2 !AORTAR 8OlT01J TO
IMTCH INVERT OF
ourr ALL Plf'E.
INL~r or:: rAIL
N,T.S.
--16'1-
-"--',,=:JZZL
12'
12' -
Cc>mpoctod
Oodfill
NOlES
1 Tlench oockfilled in '3' cc>mpo<;ted
k:ye' 9. Densit.y taken eV<Jrf 300 ft.
2 l)as~ may t.e I E'pla,od ..ith A$phClltic
Con<l ete ..i\h prior oppcoval of
City Engir,(,er,
3 On longitudinal ir,stallation I equiring
resurfacing full ..idth of p'Jvement.
fini~h bo~e to match existing P<1vernent
9ulia,,, and prin'.e. Then I esurfo,e 09
dil ecled by the City Engir,()er.
'O:V, t><1t
I'
I
14' -8
I' ~ ~i ~~
\;,r'- ,~ ~
'0 .(
~
~
c)
~
','
I. :(-~~- · ~ :~
.(
~
;....
t":__~j ~~ ~
i'J' ,.~ ' ~1 ~
~,:~'~:j'>.~ ~
r,>y ~ ~~ ~
p' ' , };)I .\.~ ;~
'~ ~ 4 ~~ ~
Vt"'~~~-- ~ -"
i~;'~ :,':".. ,,:\1 \A) ~
.._"'......__......._....~,............""\.,i
~ {1, ,', (I
J:,r~.~~:J
\,,~\
'~'. . ;~
~'_ :__~ A_~J
J ':J'.I..~;"
~ (~ ,....:.--','
S .'
:",' \ >.T' ~_ i-
~:':v
,I . '; .1
...~~~~~i2J
U,S FOUNDRY 7623
COVER TO BE MARKED
"SEWER CLEANOUT"
GRADE
. w_ ~ ~~f.~~'f;~.fAI..~*~,~
~ ~ "VATER MAIN OR
STORM DRAIN
.i'
q
IRON BODY FE.RRULE
WITH BRASS SCREW PLUG
JONES PLUMB. CO, T466CSK
OR EQUAL
6" PYC
I
18" MIN, VERTICAL CLEARANCE
,
G)
8" MIN. CONC.
ENCASEMENT
GRADE
t ~~~~~~~\~%.*~~
, z' 10' 10' i
~ -
r0 ~ WATER kWN OR .
STOR'A DRAIN J D,I.P, IS USED IN PUlCE OF P.V.C,
, FOR A MIN, OF 10' EACH ""lAY
- {1. fRO~A It OF WATER ~AAJN WHEN
J THE VERTICAL CLEARANCE Bm'l'EEN
-I 'NAlIR & SfHlR (AAlNS IS 18" OR LESS.
18" OR I-AOr v[RTICAL CL I
~-
P,V.C. OR V.C,P. NOTE
SAN, SEWER GRAVITY MAIN ~
CONCRETE ENCASEMENf OF
SANITARY SEWER GRAVITY
MAIN IS NOT PEr~MITTED.
GRADE
~~~~~y~~~,~~~~,~~{t?
~o ~
'NATER!.WN r0 ~
-E~' 10' MIN.
STOR~,A SEWER t
OR SAN, SEWER '.
GRAVITY MAIN
6" PVC 1/12 BEND
_ -'-- 6" WYF..
~~ PLUG
6"x4" REDUCER
(IF REQUIRED)
VEr~f1CAL CLEARANCE
HORIZON TAL CLEARANCE
'l'II\CrEr~ l'il:\IN 2, S:\Nrr/\r~'(
~::;'i'J::;I") CI ::;_\1")" ~I. ,IC;:;~
'Jc-..... ::::o..M1~ '..I~~r 1"\..1-' ....,,~.J
N,T.S
NOTE:
ALUMINUM BARS r} 6" O.C, TOP ViEW
2' LEVEL
~ .SHOULDER_t '
I SOD
MEDIUM BROOM
FINISH CONC. WALK
r FINISH GRADE fO
1" BELOW
EDGE OF WALK
2' LEVEL
VARIES (SEE PLAN) _t"SHOULDER,...j
SLOPE 1 / 4'''4,:ER FOOT I I SOD I
~ COMPACTED FILL OR
UNDISTURBED SOIL
10x10 W,W,M.
#4 BAR
Finish To Exi~ting Su,fo~e With
PC III A$phaltic Con~1 e(e
..-----,
""-- Original Paving
Ori<;jinol Baile
- Undist.Ulbed T,en,h Side
.) .t
~~, <t
c) r)
'j' .~
-) 'J
t:L
t~
""~
..-- 'A
,'4 ~,
~,:.lI
'J ~"
.. ~.....
:< ~
,( 1\.....
~..:J
J:
.> 'cl
.) !:.:J
.:~) ~
.l ",\
I '.:J
~,\ 1.
t -'"
.f ..
....I
,...~~
..-- .(
.4 .t
~~
'." I
'!.:J
'.~
c)
,>
..\
I
..,
..)
"J ~(~
=-" . ..\
:i r).(
~( ~!l
( '~...
~ 1:J~
~ J: r)
'J J
!l t:J~..
i ~~
....I ~~
;.... .(
::)
) r) ~
....I ".'\ ~~
-" -(
~ cj st
'J ..\ 'J
)
SIDE VIEW
ru::) ';Olillil.:
i I Or;}';'11 3:/:
02!13
UJ,
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
8E ADDED, IT IS TO
8E REMOVED TO THE
NEARESf EXPANSION
JOINT.
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
@ 4'0,0" 5' 0,0"
8' O,C" OR 12' O,C,
& 1/2" BITUMINOUS
EXPANSION ,jOINfS
@ 40' O.C. FOr~ 4'
SIDEWALKS, 50' 0,0,
FOR 5' OR GREATER,
I;it~.:~~d 3:/:
;UJ,
111U=l Oat=l:
it=l'/i1 i.) fl1:
No, Dote
.D 12/16/D2
D I
Ii
.6
~
~
6
D
D
D
~
L I
(~()N,',~FlETE '1'1 :\LK OE-r :\IL
N.r.S.
1 1 r ""h. Jo'" Vol..
19f1lrl~ 1 )
>.---- .r r ,~
r t' p' /' t 'II J "- Restraining Joint
~onr.ec Ing lece 'It In egro y
cast Mech, Joint Gland on
one End-D,I. Rotatable Mech,
Joint Gland on Other End,
Mlr~r~EO EtUJ SEG nON o~rJ\IL
NT.S.
Cornpoded I)a~e - Thid,~e~s of Original + 2'
I~inimum Thickne~s 8'
,
I)!J/I ~)/1)2;
-I
Descri
.:'
,
f ~ OESlmfIOE'iElOPMHH
,
o Pf;tMlfflUc.l;~ ammW.i i
o Cm4slitIJ';f1m. Ot)';IJMf~US'
~
CITY OF CLEARWATER, FLORIDA
ENGINEERING DE.PARTMENT
~:: "" STRU,T RlPU\CEMENT t~
c,1W<fl) .... FOR UTIUTY NW ,ux ,<0,
G.LB, DRAINAGE CUTS IlJ5
..... lA:..?";.ftJ) tJY
C,lo(,H, 1 '$ ,
1J[3.,.A'3JTllJM
-1
CD
I
o
~f)" DIA. STEEL
BOLLARDS
CONC. FILLED
L
,-6'-2"-1-6'-2"-1
1
GRADE
r
(0
L
[ Cleanout Plug
<7~
Concrete Pad 4
II1Ick x f'-tJ" :,q,
GRADE
{13"X16" CONC, FOOTING
WI 2 #5 REBAR
GENEr~AL NOTES:
1 )
MAXIMUM 6' _On HIGH AND
CONCRETE BLOCK (S"XSnX16")
C:3LUCK.
i
I'
WALLS:-- WILL BE
CONSH~UCTED OF
UlCUf-<A llVl- r IN I:::;H r ACl
FOOTINGS:- 8nX8nX 16" CONCr~ETE W /2
REBAR IMBEDDED.
CONCRETE SLAB:- MONOLITHIC,
WITH IMBEDDED 6nX6" WIRE
CONCRETE FILLED CELLS: - WITH 1
REBAR TIED TO FOOTER STEEL AT
AND EVERY 4' -0",
GATES:- CONSTRUCTED OF MIN 1 -1/2" DIAMETER
GALVANIZED TUBULAR STEEL W/PRIVACY-TYPE SLATS
INSERTED IN GALVANIZED STEEL MESH FABRIC, HINGE
ON MIN, ,3n DIAMETER GALVANIZED STEEL POSTS.
rt
,
!
2)
/15
STEEL
3)
6" THICKNESS
IJ)
~
MIN,
MESH,
L:.....2:....l..
<'If-
"
~. I
...-~
~
r)
~J
:---
--II
If)
----
_I
>
--II
(.J
4)
/15 VERflCAL
EACH CORNER
I'~
_,---.l..l
~_!J
c)
-/
.......:---.JI
<"(
,~
I ')
Jc
5)
MOU NTED
---I
II I
-r
-=--.J
~
(GATES AND
APPOLlCABLE
~.. J I ~.
. I J f
I i ;'_J :..
n r,;,,), ~,) ~/"
IJ~ J
PER
CONSTRACTOR)
CONSTRUCTED AND INSTALLED
CODE BY LICENSED FENCE
POSTS
BUILDING
--(
Gl
'~
~.
de..)
~~ ~
~ II
!1J ~:...
>-..:
=tU
~~
rJ ~'-J,
oo~
"'- ~
~:-u
.:? ':(
~3
...( ,~~
ill'::(
"'.Jl ~
\' . ,--..J
lr) lJ
G() ~ ~j
'Or ". ~-ir '\\, ')1
-=---.I r. ' 2-JI
l'
I:
I'
ii
:ou~iJ'PS-rE~l
N,T.S.
h
1I
)
:)
1I
'1
.~
ci
-1
[)
'1
:::>
'ol
:.J
lJ
:.:l
rl
L
L-
D1
.!I:
o
'.J
LJ
-~
J1
...-
Xl
'cT
:-'\ol
::>
...-
:'.J
o
o
~""J
-
tIl
.....,
U
OJ
~
o
L
0...
..-
({'J
D1
C
r~
~
<U
L
o
..-
U
rl
.--1
D
~
0...
..-
~~
.....,
C
lfl
,3
( 50) 3 GAL. 0 W F . B 0 U G A N V I L LA 1 5" x 1 5" MAS S P LA N T
1 5' B&B COCONUT PALMS
c~!'~ '
H.1J:fJ)" .,' ~
. ";....~, ,i'lI,'L :.r~
r,.' -.....::..~
",~~'j; ~19 .
~
(~)
1;;)
. ~~/!{~
~
~~~.......
"'y",>..../~~, .~
, f r~
o \~<t. j~ ~~ _
"',~'i:, :t.,~~k' . ',6," " ,.ii""
L~.,.",e'
.' ,'" w' Wif;" '
SEAGRAPE
(52 1S' O.A. WASHINGTONIAN PALM
(.3) CREPE MYRTLE
(1) 12' B&B MULT. STEM RECLlNATA PALM
( 1 0)" 3 GAL. VAR. ARBORleOLA BENEATH
".. r
(50) 3 GAL. DWF. BOUGANVILLA 15"x 15" MASS PLANT
"1;
7 (4) 15' B&B COCONUT
7 NEt}" RE'rE~I-rl()~1 F"'.! '.'.
pc) ~ro
TOP EL. 5.0
BOT EL. 3.0
~ ;;' 1--, II '!:I' (,' ",
(~)
I;;J
SEAGRAPE
~~'~
'i;;~,
~J
;':~~
DWARF PINK
OLEANDER
(If
"
;l
I~
2-16', 2-2Cr
c::
8&8 SABAL
(.3) WASHINGTONIAN PALMS 12', 16', 20'
~~ ;.;.>, ,.'~." "
" 'r'''' "',' "r, ".J'
PURPLE LANTANA
(40) ,3 GAL. I~DIAN HAWTHORN 12"x 12" MASS PLANT
''';''If.' ~1:.,!t. r({ :,1/:';: ~(,~-~-
t<-~ .~^
CREPE MYRTLE
":/,it; :_t,"":~' r";~~'~! ':"j." ;)- -I~~":; (" \.
I I'~" ~
. ,.::;;, ~~
~ ,) ~
"'~ ......
, F::-~:' .~~,:';,)1 - ~ ~;, :f:; ,
~ j' ,ct.
.. .~ ~'- ~ .....,-J:1i. ~
, ~~/": .. :<. ~)
I "",.' ~)
I ']""~~-""'I tJ)
. ,:_l *'-'
1'1 :}~~~.~ ~~
~(fij ~ ~
~; . ~' .J'~ ~
\;r~~~~ t ~
r, :.1" 'i' ".l:) \)\' 'L
lJ:~ ," j~ ,:~' , J ~
ii,_." 'f~:, J; ~
,{' ",'. ."
, ..'
_. ~r"''"-~--''
~'\'l
\~";", :;:,l'J
"',""~.,.~-,~-
".,~....
("~'S"";
:I,("~~- r
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PURPLE LANTANA
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B1\ YvV 1\ Y Bf)ULE V l\RD (FIELD)
60' RIGHT-OF-WAY
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ms DRAWl NO IS A.... INSTRVi.iENT' Of"~i~kl'i~~ ~~~' Rm'll~ r::iE"f'ROP(RT'1' Of THE i:
ENGINEER, AND SHALL NOT 8E RlPROOU(;ED,IJ'I{!3USli'ED OR USED IN ,1oJ{Y 'NAY 'II\Tr-iOIJT I'
n~E CONSENT Of 11-1& ttlGINE[~;"o,;' ',\ tit .',;V;U;'~IGHT 2001 NOT PUBLISHED '
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1. A HABITAT MANAGEMENT AND LANDSCAPING PERMIT IS REQUIRED
FOR THE DEVELOPMENT OF THIS PRO,jECT. 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 SUBMITTED 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) MUSf BE REMOVED AS A CONDITION OF
SITE DEVELOPMENT, WHERE NECESSARY DUE TO THEIR PROXIMITY TO
PROTECTED PLANT MATERIAL, HAND REMOVAL WILL BE REQUIRED.
SHOULD THIS REMOVAL BE TO A DEGREE THAT A POTENflAL 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 PERMI f CAN BE 1YPED AND RELEASED,
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TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1, TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES 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 GENEr~AL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED,
L;\~I03G;\:>I~I('i
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 VICINITY 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, Dr~OUGHT
AND COLD TOLERANT PLANT MATERIAL, ZONING OF PLANT MATERIAL
BY WATER REQUIREMENTS, SOIL AMENDMENTS (IF NECESSAr~Y) AND THE
PRACTICAL USE OF Tur~F,
3, NEW LANDSCAPING MUSf BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAILROAD TIES, OR OTHER SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BETWEEN THE Br'\RRIER AND LANDSCAPE
MATERIAL SHOULD REMAI~~ AS Gr~EENSPACE,
4, LARGE TREE SPECIES PROPOSED FOR INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UflLlTY LINES AND ANY OTHER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH.
5, TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH pr~OPOSED OR EXISTING UTILITY LINES OR STRUCTURES, EASE-
MENfS OR OTHER AREAS WHICH MAY REQUIRE EXCAVATION IN THE
EVENT OF SYSTEM FAILur~E, THESE FEATURES SUCf1 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 TEXTUf~E, SOIL
STRUCTURE, AND SEASONAL HIGH WATER TABLE.
7. ALL LANDSCAPE MATERIAL MUSf BE FLORIDA GRADE #1 OR BETTER,
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 0, WHERE LANDSCAPE OR REPLANf TREES ARE PROPOSED fO BE
PLANTED IN THE PERIMETER BUFFER, THE BUFFER MUST BE A MINIMUM
OF 5' WIDE,
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1, SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUST BE USED AS A SOURCE OF Ir~RIGATION WATER. THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED fO
COUNTY OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES ARE NOT AVAILABLE,
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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,
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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,
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4. AUTOMATIC Ir~RIGATION SYSTEMS MUST BE OPERATED BY AN IRRI-
GATION SYSTEMS OPERATED BY AN IRRIGATION CONTROLLER
CAPABLE OF DIFFERENTIAflNG BETWEEN THE SCHEDULES OF HIGH AND
I_OW WATER DEMAND AREAS. C:ONTROI_LERS MUST HAVE MULTIPLE
CYCLE START CAPACITY AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS,
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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,
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THE Ir~RIGATION CONTf~ACTOR SHALL PROVIDE AN UNDERGROUND IRr~l-
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 BETTER.
2, SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES, '
3, SPRINKLER HEADS COMPATIBLE WITH THE TYPE 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,
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACTURED BY
RAIN BIRD CO. OR APPROVED EQUAL.
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 INSfALLATION,
3" Minimum Mulch
-~ 3" Soil Saucer
THE ENTIRE SYSTEM SHALL BE GUARANTEED BY THE CONTRACTOR FOR I
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 CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY,
Remove Container
From Rootball
Planting Soil Mixture
Existing Soil
SHFlUB PLAN'r1N() DE' r 1\IL
N,T.S.
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO fHE AIR TOXICS SECTION OF fHE COUNTY DEPARTMENT
OF ENVIRm~MENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS,
NOTE: ALL TREE STAKES Ar'JD SUPPORT \"IRES
WILL BE REMOVE.D AFl ER 1 COMPLEl E
GROWING SEASOt~
;(~ HI:> G :\:>I~I c)
FOI' Cabbage Palm Installation.
1,.,1'11 All Fronds at Time
of Digging and Planting
For Washington Palm Instalkltion'
Leave inside ro... of fronds
Tie lip ..ith biodeqrad(Jble t..ine
1, ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS,
2, DROUGHT AND COLD TOLERANT PLANT MATERIAL.
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3, Gr~OUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND THE LOCATION OF PROPOSED IRRIGATION
WATERING SYSTEMS,
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4, THE USE OF SOIL TESflNG TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR THE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING,
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5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
\~APING PLANTER BEDS TO DEPTHS CONSISTENT WITH THE ROOT DEPTH
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS),
For Cabbage Palms:
All TnJnks to be Smooth and
All BUI n Marks Brushed ANOY
For Washington Palms:
Lea,e all boots on trunk
2 Layer s Burlop Pod at
SJppoli Contact - No
Nails in tlee Wood
Wire Tie
2" x 4" Broce (Yelle... Pine)
Space Thl ee at 12D' Typical
Remove after one growing season,
2" x 4' Stake (Yelle... Pine)
Three Feet Long
Remove after one growing season,
Saucer Rim
Finish Grode l _ .
3" l.AinimulT1 !~ulc;h
Rootball. 16" Minin- J .,..
Radius From Trunk
_ Washed-In and Tamped
Planting Soil Mixture
__ Existing Soil
6, THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLt\N,
7, THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
IRRIGATION,
N,T,S
P AL~/l Sf A:<IN() .?( PLA~rnN() O~" r ArL
8. LOW-MAINTENANCE DESIGN,
rn~~ :~( :3UitlJ3 PL;\~lrl~l(l O~f ;\ll:3
1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED OR BURLAPPED, BARE ROOT TREES ARE NOT AC-
CEPTABLE. ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED .
AND BURLAP WILL BE FOLDED DOWN fO ENHANCE WATER ABSORPTION. I
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 APPAr~ATUS SHALL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON, ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND TREE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE,
3. PLANflNG 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 ENTlr~E 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'
.
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4. IF ON SITE SOIL CONDITIONS ARE SUCH THAI SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THF~OUGHOUT THE ENTIRE SECTION OF EACH PLANTER Af-~EA TO A
DEPTH CONSISTENT WITH THE ROOT DEVELOPMENf OF PROPOSED
PLANT MATERIAL,
CROWN SPREAD
NOTE ALL lREE STAKES AND SUPPORT WIRES
Will BE REMOVED AFTER 1 COMPLETE
GRO\VING SEASON,
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White SI~r-,eyor's Togging
Tope, 6 Length
N TS
CROWN SPREAD
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Provide ,) minimum S'x 1 0'
unobstruded planting area
NOTE: ALL lREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLETE
GROWiNG SEASON
Remove Deod and Injured
TNigs, Trim No leaders,
Retain Notural Shope,
3/4. - 2 Ply Reinforced
R'olbber or Plastic Hose
White S\;Irveyor's Togging
Tope, 6 Len'~th
.3 - 1 2 Guar~e Galvanized Wires
Spaced 120 Around Tree and
Set At A 4S'Angle With ,3- # 68
Duckbill Anchors Or Equal
Remove after one growing seoson
Mound To Form Saucer
.3" Minimum Mulch Loyer
Remove Burlop From
Around Top Of Boll
Planting Soil Mixture
-rn;::;:: STA:<tN(. :~( rLA~rrlN(1 OE:fAIL
N,T,S.
1~~~ [E5~~~~~~[Q)~ [Q)~1 ~~~~
[1" X 4" HoriZo,ntol Wood
Members or
Approved Substitute
-- 2" x 2"
Vertical
Wood Stakes
.
Borrier s Placed ot Protecti, e Radius
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.
2/3rds dl ipline lor har dwoods 16'minl
full driplir.e lor pines 16'minl
THEE B;\nHI(~;\OE DETAIL
N,T,S,
.5. PLANTEr~S ADJACENT TO OR WITHIN VEHICULAr~ USE AREAS MUSf
BE CONSmUCTED SUCH THAT L1MEROCK, ASPHALT, CONcr~ETE OR ANY
OTHER OBSTRUCTIONS DO NOT EXTEND UNDER THE SURFACE INTO
THE PLANTING AREAS,
6. !HE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLICATION OF
PAIN 1S/ 1 AI~ ON] 0 PI~UNED ]I~EE f3r~ANCHlS IS NO] l~lCOMMENDE.D
BY THE INTERNATION/I.L SOCIEfY OF ARBORICULTURAL,
7. PLEASE NOTE THAT THE USE OF FERTILIZERS DURING PLANT
INSTALLATION IS NOT APPROVED, SCIENTIFIC EVIDENCE INDICATES
THAT FERflLlZATION (SPECIFICALLY, THE APPLICATION OF NITROGEN)
OF TREES/SHRUBS WITHIN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH. THE LANDSCAPE BUFFER STr~IP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
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TlIE CONSENT or THE UiGINE~~R:,/ ,'4t<~.,';c~O:,~~T.i}~~:' .." NOT PUBLISHED ,i
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BAYSIDE SUBDIVISION NO. 5
AS RECORDED I~~ PLAT BOOK ,38, PAGE ,38
PUBLIC RECORDS PINELLAS COUNTY, FLORIDA
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22,2,42 S.F.
0.51 ACRES
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10,000 S.F, (MIN.)
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( 15 UNITS MAX.)
N/A
10,102 S.F.
-18%
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I 0.48
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PARKING CALCULATIONS: 1.5 SPACES PER UNIT (1.5 x 15 == 22.5) 23 SPACES
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TIllS DRAWING IS AN INSTRUi.4ENT Of SERV1CE f..,"jO SI".U RE!..vJ~"rri~ PRof'ERr/orin-k
ENGINEER, AND Sl-W.L NOT BE REzr OUCED, PUOUSH,E,D",()l{",,' ,1j,'~,l,Q,I,:.,..iN,""",:'t.!j:t,"."'Jj},,:,''( 'N1T1,dO,' WT,';""i, ,,'
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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, \VITH ALL
STORM WATER DIRECTED TO IT, AFTER 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 \VATER QUANTITY
IN PARTS OFF SITE,
4. Ar1 m COMPLETION OF' fH~ PI~OvECT, fHE OWNfR WILL !3~ 1~E:SPONSI8L~ FOI~ fHE
OPERATION AND MAINTENANCE OF THE STORMWAT ER 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.
NOTE: REQUIRED EROSION CONTROL MEASURES MUST REMAIN INTACT THROUGHOUT
CONSTRUCTION. FAilURE TO INSTAll OR PROPERLY MAINTAIN THESE BARRICADES \VILl
RESULT IN ENFORCEMENT ACTION WHICH MAY INCLUDE CITATIONS, AS PROVIDED BY CHAPTERS
4-0D-4 & 40D-40 FAC. CAN RESULT IN A PENALTY NOT TO EXCEED $10,000 PER
OFFENSE WITH EACH DATE DURING IVHICH 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
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
SUr~E 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 UNDERDRAIN 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 PERMITl E.D FACILITY.
EROSION AND SILTATION CONTROL NOTES
1. SEDIMENT TRAPPING MEASURES: SEDIMENT BASINS AND TRAPS, PERIMET ER BERMS,
FILTER FENCES, BERMS, SEDIMENT BARRIERS, VEGETATIVE BUFFERS AND OTHER
MEASURES INTENDED TO TRAP SEDIMENT AND/,)R PREVENT THE TRANSPORT OF
SEDIMENT ONTO ADJACENT PROPERTIES, OR IN~'O EXISTING WATER BODIES, I-AUST BE
INSTALLED, CONSTRUCTED OR, IN THE CASE OF VEGETATIVE BUFFERS, PROTECTED
FROM DISTURBANCE, AS A FIRST STEP IN THE lAND ALTERATION PROCESS. SUCH
S'YSTEMS SHALL BE FULLY OPERATIVE AND INSPECTED BY THE ENGINEEr~ BE.FOI,E
ANY OTHER DISTURBANCE OF THE SITE BEGINS.
2. PROTECTION OF EXiSTING STOR~-A SEvVER SYSTEMS: DURING CONSTRUCTION, ALL
STORM SE'vVER INLETS IN THE VICINIW OF THE PROJECT SHALL BE PROTECTED BY
SEDIMENT TRAPS SUCH AS SECUr~ED HAY BALES, SOD, STONE, ETC, WHICH SHALL BE
MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION PROGRESS, M~D WHICH
MUST BE APPROVED BY THE ENGINEER BEFORE INSTAlL\TION.
3. SEDIMENTATION BASIN: THE CONTRACTOR WILL BE REQUIRED TO PROHIBIT DISCHARGE
OF SILT THROUGH THE OUTFALL STRUCTUr~E DURING CONSTRUCTION OF ANY RETENTION
AREA AND WILL BE REQUII~ED TO CLEAN OUT THE RETENTION AREA BEFORE INSTALLING
ANY PERMANENT SUBDr~J~IN PIPE, IN ADDITION, PER1-AANENT 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 S\VALES, ETC, INCLUDI~~G 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 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
UNSTABILlZED STOCKPILE REMAIN AFTER THIRTY (30) CALENDAR DAYS,
6. 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,
FILTER MEDIUM SPECIFICATIONS
THE FILTER SAND SHALL BE WASHED MATE.RIAl MEETING F,D.O.T. ROAD AND Br~IDGE
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
FILlE.R; CALCIUM CARBONATE AGGREGATE IS NOT AN ACClPIA13U:_ SU13S11IUI!:; ANl) HAVl
AN EFFECTIVE GRAIN SIZE OF 020 TO 0,55 MilLIMETERS IN DIAMETER; A UNIFORMITY
COEFFICIENT OF 1.5 OR GREATER.
RATE OF 0.125 eM/SEC. OR GREATER. IF THE PERMEABILITY RATE OF THE FillER
SAND IS LESS THAN 0.125 eM/SEC. A REPlACEMENT OF THE FillER 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 FillER SAND TESTED AND APPROVED,
2. THE PERFORATED PIPE SHALL CONSIST OF POLYVINYL CHLORIDE (PVC~ CONFORMING TO
ASTM D 3033, HAVE MINI1-AUM OF SIXTEEN (16) 3/8 INCH DIAMEtER PERFORATIONS
PER LINEAR FOOT OF PIPE ,\ND BE ON THE BOTTOM 135' OF THE PIPE,
3. THE CONTRACTOR SHALL PROVIDE DEWAT ERING MEASURES AS REQUIRED DURING
THE INSTALlATION OF THE UNDEi~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,
'~l~..\;m'rl .\W) r)~llj~mWl w} t!::J
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 CONTAINt.D 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 WRITTEN 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 SIlE,
NECESSARY FOR CONSTRUCTION. DISTURBED AREAS Will BE SEEDED, MULCHED, OR
PlANTED WITH OTHER APPROVED lANDSCAPE MATERIAL IMMEDIATELY FOllOWING
CONSTRUCTION.
4. THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHAll BE
STOCKPILED AT A SIlE DESIGNATED BY THE OWNER TO BE USED FOR lANDSCAPING
PURPOSED, UNLESS OTHERWISE DIRECTED BY THE OWNER,
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'~le:..\;m'r.l ..\W) r]alj~m:'o :If} t!::J ['~'J:.. rJ
5, ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF
OFF-SIlE IN ACCORDANCE WITH APPLICABLE REGUlATIONS. ONLY "GRADING BY
HAND" IS PERMITTED \VITHIN THE CANOPY LINE OF TREES THAT ARE TO REMAIN.
6. THE CONTRACTOR is TO OBTAIN ALL NECESSARY PERMITS FOR REMOVING ANY
EXISTING ST RUCTURES,
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 I'Vlll NOT BE INCORPORATED
\VITH THE NEW FACILITIES. SHOULD ANY DISCREPANCIES EXIST WITH THE PlANS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING !HE OWNE.R AND REQUESTING
A CU-RlrICAnON Or fHE PU-NS PRIOR TO OE:MOLlflON.
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.
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 \VETlANDS,
':1..\ ta:=t :}'{3't~r.4 :(f) f~3
1. PER ARTICLE 41.03(B)( 1) CITY OF CLEARWAT ER CONT RACT SPECIFICATIONS
AND STANDARDS, THE DEPTH OF COVER OVER THE WATERMAIN SHALL
BE A MINIMUM OF 30" AND A MAXIMUM OF 42" BELO\V FINISHED GRADE.
2. ALL \VATER S)STEM WORK SHALL CONFORM WITH lOCAL REGUlATORY STANDARDS AND
SPECIFICATIONS.
3. ALL DUCTILE IRON PIPE SHAll BE ClASS 50 WITH A RATING WATER WORKING
PRESSURE OF 350 PSI IN ACCORDANCE WITH ANSI A 21,50
(AWWA C 150) AND ANSI A 21,31 (AWWA C 151) AND PIPE SHAll RECEIVE
EXT ERIOR BITUMINOUS COATING IN ACCORDANCE WITH ANSI A 21,6, 1 21.8 OR A
21.51 AND Si1ALL BE MORTAR LINED, STANDARD THICKNESS, AND BITUMINOUS
SEALED IN ACCORDANCE WITH ANSI A (AWWA C 104-71).
4. ALL FITTINGS LA.RGER THAN 2" SHALL BE DUCTILE IRON ClASS 53 IN ACCORDANCE
WITH AWWA C-11 0 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 COAT ED IN ACCORDANCE WITH AWWA C-104,
5. ALL PVC WATER MAINS 4" THROUGH 12" SHALL BE IN ACCORDANCE I'VITH A\VWA
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 D2241-89.
7. ALL FITTINGS 2" AND SMALLER SHALL BE SCHEDULE 40 PVC \VITH 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 CIW OF CLEARWATER STANDARDS
AND SPECIFICATIONS,
10, THE CONTRACTOR IS TO INSTALL TEMPORARY BLOW-OFFS AT THE END OF WATER
SERVICE lAT ERALS TO ASSURE ADEQUA1 E FLUSHING AND DISINFECTION.
11. PER ARTICLE 20, CITY OF CLEARWATER CONTRACT SPECIFICATIONS AND STANDARDS,
D.I.P. WATER MAINS TO BE INTERlor~ POLYLlNED IN ACCORDANCE I'VITH THE
MANUFACTURt.R'S RECOMMENDATIONS.
12. MATERIALS AND CONSTRUCTION METHODS FOR WATER DiSTRIBUTION SYSTEM SHALL
BE IN ACC~Y~:)ANCE 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,
':1.\ t!:;t ~'(:3 t:!~.' f~:3 tlWl .\W) [W3P~'; nm. a!:'lljm;!~.t~~. (=3
1. AU COMPo~:r"1S OF THE \VATER SYSTEM, INCLUDING FITTINGS, HYDRANTS,
COi'lNECTION, ,'D VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY PRESSURE
TESTED AND A\ CEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO BE IN
ACCORDANCE 'A ITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO NOTIFY
OWNE.R'S ENG,NEER AND WATER DEPARTMENT INSPECTORS 48 HOURS IN ADVANCE OF
PERFORMING TESTS,
2. NEW WATER ~IAINS
AFTER C(lr-APLETlON OF INSTALlATION OF NEW WATER MAINS, PRESSURE TESTING SHALL
BE PERFORMED IN ACCORDANCE WITH THE lOCAL JURISDICTION \VATER SYSTEM
STANDARDS ANIJ SPECIFICATIONS. CONTRACTOR TO PERFORM CHLORINATION.
SAMPLING OF NEW \VATER MAINS SHALL CONFORM \VITH 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,
=3..\m (..\;t.{ :e;:':/~;t :{') f!::3
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
I'OLYVINYL CIILOI~ID[ ["If'[, ~DI, .3J or\ ^~ 0111r:.r\vVl~[ INDIC^lCD ON lll[
CONST RUCTION DRAWINGS.
3. ALL SANITARY SEWER WORK SHALL CONFORM WITH lOCAL REGUlATORY STANDARDS
AND SPECIFICATIONS.
4. PRIOR TO COMMENCING WORK WHICH REQUIRES CONNECTING NEW \'\IORK 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 SE\VER PIPELINES SHALL BE SOLID GREEN IN COLOR.
6. All PVC FORCE MAINS SHAll BE ClASS 2000, SDR 21, COLOR GREEN, \'\11TH 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 \VITH ANSI A 21.50
(A'MVA C 150) AND ANSI A21,51 (A'MVA C 151). DUCTILE IRON PIPE SHALL
RECEIVE INT ERIOR AND EXT ERIOR BITUMlINOUS 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.
~.\:U (.\it.( 3~':/~it f~=3 n~Crl .\W) l~!:3;l;!.; n.)~. it~'lIJm~~.t~~. (=3
1. ALL GRAVITY SEVIER 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 EXFILlRATION 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
RESPONSIBILlW.
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.
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VERTICAL CLEARANCE AT CROSSINGS
GAVITY 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 EQUIDISTANT FROM THE POINT OD CROSSING \VITH NO
lESS THAN 10 FEET BET\VEEN ANY TWO JOINTS. WHERE THE MINIMUM 18 INCH SEPARATION
CANNOT BE MAINTAINED, ONE OF THE FOLLOWING METHODS OF PROTECTION SHALL BE
UTILIZED:
':1..\ t;!;V:3~':I;!it ';le:..\H.\="~~ ;t!:'.lljm~~.t~a PJ I';'):.' tJ
A. THE SEWER SHALL BE ENCASED IN CONCRETE FOR 20 FEET CENTERED ON THE
CROSSING (10FT, LINEAR SEPARATION BEW/EEN JOINTS);
B. THE SEWER SHALL BE INSTALLED WITH D,I,P. FOR 20 FEET CENTERED ON THE
CROSSING (10FT. LINEAR SEPARATION BEWIEEN JOINTS);
C. THE SE'vVER SHALL BE DESIGNED AND CONSTRUCTED EQUAL TO WATER PIPE,
AND BE PRESSURE TEST ED AT 150 PSI TO ASSURE WATtR 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 \VATER MAIN CONST RUCTION,
ONE OF THESE METHODS SHALL ALSO BE IJTILlZED WHEN THERE IS NO ALTERNATIVE TO
SEWmS CROSSING OVE.R WAW~ MAINS. IN SUCH INSTANCE:S, ADErJUA1E S11~UCrUI~AL
SUPPORT SHALL BE P[~OVIDED rOR THE SEWER ro MP-iNTAIN LINE AND GRADE.
HORllONTAL SEPARATION BEWIEEN PARALLEL LINES
GRAVITY SEvVERS 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 M,AINTAIN 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 Af AN ELEVATION SO THAT THE BOTTOM
OF THE WATER MAIN is AT LEAST 18 INCHES ABOVE THE TOP OF THE SE\VER, AND THE
WATER AND SE\VER JOINTS SHALL BE STAGGERED.
IF IT is IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AN!) VERTICAL SEPARATION AS
DESCRIBED, BOTH THE WATER MAIN AND SE'vVER MUST BE CONSTRUCTED OF SliP-ON OR
MECHANICAL JOINT PIPE COMPLYING WITH PUBLIC WATER SUPPLY DESIGN STANDARDS OF THE
DEPARTMENT AND BE PRESSSURE TESTED TO 150 PSI TO ASSURE WATERTIGHTNESS BEFORE
BACKFilliNG.
SANITARY SE\VER/REClAIMED WATER & POTABLE WATER/F;EClAIMED \VATER SEPARATIONS
WHEN THE REClAIMED WATER LINE IS TRANSPORTING \VA1ER FOR PUBLIC ACCESS IRRIGATION:
MAXIMUM OBTAINABLE SEPARATION OF REClAIMED WATEI~ 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 ~tAINTAINED BETVv'EEN REClAIMED
WATER LINES AND EITHER POTABLE WATER MAINS OR SAl\JITARY 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 \VATER 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 ,'HAN THE NECESSARY TO ENSURE
THE STRUCTURAL INTEGRITY AND PROTECTION OF THE !.Ir~ES 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 DEVIATION MUST BE OBTAINED
PRIOR TO CONSTRUCTION,
r);1.\9[~lrl AW) 9il..\[~f.\r.lE! =..) t ~=3
1. ALL DELETERIOUS SUBSTANCE MATERIAL, (I.E. MUCK, I) EAT, BURIED DEBRIS), IS
TO BE EXCAVATED IN ACCORDANCE WITH THESE PlANS, OR AS DIRECTED BY THE
O\VNER'S ENGINEER, OR OWNER'S SOil TESTING COMPI-,iN, DELETERIOUS MATERIAL
IS TO BE STOCKPILED OR REMOVED FROM THE SITE AS DIRECTED BY THE OWNER,
EXCAVATED AREAS ARE TO BE BACKFILLED WITH APPROVED MATERIALS AND
COMPACTED AS SHOWN ON THESE PlANS.
2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTI CTING EXCAVATING AGAINST
COLlAPSE AND WILL PROVIDE BRACING, SHEETING, OR SHORING, AS NECESSARY.
TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING
PlACED. DEW,-\TERING SHALL BE USED AS REQUIRED.
3. ALL STORM SEWER PIPE SHALL BE REINFORCE.D CONCf~ETE ClASS III (ASTM C-76)
UNLESS OTHERWISE NOTED ON PlANS.
1-. 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 WITHII~ TRAFFIC AREAS SHAll BE
TRAFFIC RATED FOR H-20 LOADINGS.
6. THE CONTRACTOR IS TO SOD THE RET ENTION/DETENT\I)N POND AS INDICAT ED ON
PlANS WITHIN ONE WEEK FOLLOWING CONSTRUCTION OF THE POND.
7. MATERIALS AND CONSTRUCTION METHODS FOR STREET~; AND STORM DRAINAGE
CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE I )CAl REGUlATORY AGENCY,
8. ALL STORM STRUCTURES SHALL BE GROUTED TO THE ,NVERT
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 SMOOTh FINISH.
?\'Jl:{f], r.1;l.\mWl .} 9.1..\I:f.\rJ.~ t!!:3 n:lo .\:W [W3P~'; flO:. it~'.lIJla~~.t~:1 (=3
1. THE STORM DRAINAGE PIPING AND FILTRATION SYSTEM SHALL BE SUBJECT TO A
VISUAL INSPECTION BY THE OvVNER'S SOILS ENGINEE ~ PRIOR TO THE PlACEMENT OF
BACKFILL,
2. THE CONTRACTOR SHAll MAINTAIN THE STORM DRAINtGE SYSTEMS UNTil FINAL
ACCEPTANCE OF THE PROJECT.
J. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE APPLICABLE TESTING
WITH THE SOILS ENGINEER. TESTS WILL BE REQUIR[D PURSUANT \'v'ITH 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 REQUIREHENTS HAVE BEEN MET.
?\'Jl:irl :c.)t!:3
1. PRIOR TO CONSTRUCTING CONCRETE PAVEMENT, THE CONTRACTOR IS TO SU13MIT A
PROPOSED JOINTING PATTEf~N TO THE OWNER'S ENGHEER FOR APPROVAL,
2, THE CONTRACTOR IS TO PROVIDE A 1 /2" BITUMINOU~; EXPANSION JOINT I-AATERIAl
\VITH SEALER, AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
3, ALL PAVEMENT MARKINGS SHALL BE MADE WITH TRAFFIC PAINT IN ACCORDANCE
TO FDOT 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 or- THE PIPE OR BELL IS LESS
THAN TWELVE (12) INCHES,
5. STANDARD INDEXES REFER TO THE lATEST EDITION OF FDOT "ROADWAY AND
TRAFFIC DESIGN STANDARDS."
6, PAVEMENT IN THE PROPERTY SHAll CONSIST OF 6" THICK CONCRETE
ON SUB-BASE COMPACTED TO 98% OF MAXIMUM DE ~SITY PER MSHTO T -180.
\
."
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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 SIlE 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 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 A PARTICUlAR AREA HAS
BEEN DESCRIBED IN THE AFOREMENTIONED PHOTOGRAPHS AND WRITTEN DETAILS,
CONTRACTOR HAS THE RESPONSIBILITY TO PROTECT THE EXISTING BUllDING(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 THE CONSTRUCTION, THE
CONTRACTOR SHALL REPAIR AND/OR REPLA.CE THE DAMAGED AREA TO THE SATISFACTION
OF THE ARCHITECT AND OWNER AT NO ADDITIONAL COST TO THE OWNER.
WATER SUPPLY
STORM SEWER
ELECT RICAL POWER
IRRIGATION LINES
FIBER OPTIC CABLES
FIRE AlARM SYSTEM CABLES
CONTROL WIRING
SYSTEMS
SANITARY SEWER
NATURAL AND lP GAS LINES
REClAIMED \VATER SUPPLY
T.V. CABLES
TELEPHONE CABLES
SECURITY WIRING
SITE UNDERGROUND M(<;:HANICAL
INCLUDING INSUlATION
IT \VILl BE THE CONTRACTOR'S RESPONSIBILITY TO D~TERMINE THE SPECIFIC lOCATION
OF THE UNDERGROUND SERVICES BY CAREFUL HANb EXCAVATION ONLY UNLESS
OTHER MEANS ARE APPROVED BY ARCHITECT AND OWNER BEFORE BEGINNING THE
\VORK. 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 CONT RACTOR 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 RET ENTION 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.
~{.} t~ (.) .;.J:. nt..\'; (()it
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. fHE
CONTRACTOR SHALL PROVIDE rwo 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.
rl~N~;1..u. '~')Wl nw.} tlf):' :4.) t;!:}
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.
I
5. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURI~p
UTILITIES, AND SHAll PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIO~S
UTILITY COMPANIES, IN ORDER TO PERMIT MARKING THE LOCATIONS OF EXIST1t'JG
UNDERGROUND UTILITIES, IN ADVANCE OF CONSTRUCTION, BY CALLING "SUNSH1NE"
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, ,6,LL 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
;RAWINGS ON ALL PRECAST AND MANUFACTURED ITEMS FOR THIS SITE.
FAILURE TO OBTAIN APPROVAL BEFORE INSTALlATION MAY RESULT IN REMOVAt AND
REPlACEMENT AT THE CONTRACTOR'S EXPENSE, ALL SHOP DRAWINGS ARE TO BE
REVIEWED AND APPROVED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE
JWNER'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
SE PAVE.D, 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
PSI. IN 28 DAYS, UNLESS On~ERWISE NOTED,
13, ,ILL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THE WORK SHALL BE RESTORED
W 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 AllOI'v'ED.
14. ALL DISTURBED AREAS WHICH ARE NOT TO BE SODDED, ARE TO BE SEEDED AND
',,{JLCHED TO DOT STANDARDS, AND MAINTAINED UNTil A SATISFACTORY STAND OF
GRASS, ACCEPTABLE TO THE REGUlATORY AGENCY AND ENGINEER OF RECORD, HAVE
~'EEN 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, TJ-IE CONTRACTOR SHALL MAINTAIN A COPY OF THE APPROVED PlANS AND PERMITS
AT THE CONSTRUCTION SITE,
17, THESE DRAWINGS DO NOT INCLUDE NECESSARY COMPONENTS FOR CONSTRUCTION
SAJET'(. 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 M,\INTAINING THESE
AREAS UNTIL THE PROJECT IS COMPLETED AND ACCEPTED BY THE O\VNER.
19, ALL PIPE LENGTHS ARE PLUS OR MINUS. PIPE MEASUREMENTS ARE CENTER TO
I'FNTFR nF qRII('T1 JRFC::; nR FITTINr,c::; PIPF MFAC::;IIRFMFNTC::; FnR MITFRFn FNn
SECTIONS ARE TO END OF PIPE,
20 EXISTING PAVEMENT SHALL BE SAW-CUT WHERE NEW PAVEMENT IS TO ~i;: ADDED
OR EXISTING PAVEMENT TO BE ELIMINATED. '-.
21. ADJUSTMENTS OF INLETS, JUNCTION BOXES, MANHOLE TOPS, I'v'ATER VALVES, \~TER
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 SE'vVER, 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).
21-. CONTRACTOR TO COORDINA1E 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 \VORK PERFORMED WITHIN 5' OF THE
BLDG. SHALL BE THE RESPONSIBILITY OF THE PLUMBING CONTRACTOR. ALL WORK
SHALL COMPLY I'v'ITH 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 I'v'ITH
THE BEST RECOGNIZED TRADE PRACTICES.
26. DEV1ATIONS 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.
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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
TELEPHONE CABLES, GAS LINES,
TREES, SHRUBS, ETC.) AND IS
NOT LIMITED TO WHAT'S SHOWN.
CLEp\!{\;V j\'I\EI~
EX. DOCK
TO REMAIN
I-!p\I<J3 () 1<'
11 EXIST. BOAT
TO REMAIN
EX. DOCK
TO REMAIN
SLIPS
r~ADIUS==1 ,000'
Ar~C =: 60.00'
CHORD==59. 99'
C1J Bf) S roof.:4'')r'E
.Jrl. r \. . O;:J ,)- ~O
EX. DOCK
TO RE~~AIN
r~AD IlJ S =: 5,000'
Ar~C==61.47'
CHOr~D==61.47'
C H. 8 r~, S 690 1 4' 4 ')" E
r~ADllJS=:5,OOO'
Ar~C==61.48'
CHOr~D==6'1.48'
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12 PA~',~,~VALVES~(~ ,t~lfD ,U:8~:I'~ L,FL,EL.::::5,90i~..~ ,_;",:"~,,L,'_", '., l____I___L___, t~ ::\~, I \ ~,:,."'...,),"
6"PALM U~ 0/ =e-~]=J___f~DISE Q~=o: =~ -.--: 3 ~,- i '!!~': ::112 I" oP.
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ASPHALT tI I \..~ - - T - - - -1- - -.J \ I L.:~ - '\;~(- - - - .- - - - -, - - - .J ASPHALT ------"'~ - - - -,- - ~JV~A M - - -, ,1L- .X / I " I~
:: I"V I WAITER 'SONG. POST r~ I 1:31 I ~ ~ I I ,,' I .,. :f1l - - - ./ '..;y f~
I I F ~ETAL fENC L j I L:'..J I - - - T - - - - - I I WATER I 14" P~U~ P - - - - - - - - - - " i
5' PLASTIC ~-I I ,f I I r r () I _ I!--.. [X1 I I -' 9 4 6 7
~ ~ I J I I I I I J I "C)~, I N~ I -----1----..11 4 CONCRETE S!DEWALK (L ' -
_ _. _ ___ FENCE -z" . ~ -PAR~I~jG-- _.~ _ _ _ _:_ - - - ~ - - ~- - - - ~ - - -,,\~i- - - - - - - - -~ -,,~~ - -r .PARKI~().. .~t - - - -,-- -~PP--:::I .~- 0- - - - /-- - f11 r - - - -\~ -1- - J26ALL - - - - _\~l~ - - - 22 ',o~n ~
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EX.. 6" SAN. li r~ADIUS::::4,8(gO' LATEr~AL~ ~ J 36' ASPHALT PAVEMENT Mt::::6Q.OO~ LAfERAL r~ADIUS::::11 70' ~
LAf ERA L ~ ~ -.J - J 0 ~j() r~ 0 :1; 60 · (j) 0 ' ARC:::: 6 7 . 7 I ~
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I .ell .el1T' I J I .ell J I J I .ell .ell .ell J I J I ..II .ell .ell .ell .ell J , ~ , .ell .ell J' J' .ell J I .ell .ell .ell J I ~ 'T' I .ell .ell J / / /" \ " .~~ ' 0/ \
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REMOVE:
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CONCRETE
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ASPH, & BASE
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SHELL & GRAVEL
OJ REMOVE CONCRETE PADS AND CONCRETE WALKS TO THE
NEAREST EXPANSION JOINT.
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REMOVE EX. SIGN.
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RErAOVE EX. POOL,
RLv10VE EX. \Rr~IGATION VALVES.
RE.MOVE EX. DRIVEWAY.
13 :\~L CAVITY & EXCAVATION RESULTING Fr~OM REMOVAL OF
Tr~EES, SHRUBS, PIPES, INLETS, GREASE Tr~APS, SIGN,
ANO POLE BASE SHALL BE FILLED WITH APPROVED
() C' (' lJ P Il' ~~~~~TA~tE~~NN~IAL AND COMPACTED IN 12" LIFTS TO
.I .I c.. [t) /:; (1t ~(I\vJ \j) ENS I fr'.
11 OFF-SITE DISPOSAL OF SmUCTURES, UTILITIES AND
CONSTRUCTION DEBRIS SHALL OCCUR IN SOLID WASTE
DISPOSAL FACILITIES APPROVED BY F.D.E.P" AND
PINELLAS COUNfr'.
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ENGINEER, AND SHAU :-lOT BE RE.F''1JOf.JCro, f'UlU"_U:O OR, iJ~u5 IN AN'(/I,A'( 'filT1 KlUT ' '
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i57 COARSE AGGREGAII WRAPPED
W/AA:~OVO 45/45 FIUER FABRIC AND
CONNECT TO ourrALL SmUCl1JRE,
4 PLACE GREASE SKIMMER,
A.) WASHED MATERIAL 1~[EnNG FOOT ROAD & BRIDGE
SPECIF1CAnONS FOR SIUCA SAND AND QUARTZ
GRA vas OR 1~IXl1JRES TI-llREOf ( LESS lliAN
1 PERCENT SILT, ClAY AND ORGANIC MATTER
UNLESS F1l TER ClOlli IS USED 'M1ICH IS SUIT ABLE
TO RETAIN lliE SILT, ClAY AND ORCANIC MATTER
'MlliIN lliE FlL TER; CALCIUM CARBONA II
AGGREGATt: IS NOT AN ACC,1:PTABLE SUBST1l1JII,
B.) UNIFORI.4 COCITlCIENT 1,5 OR GREATER
C) lHECnYE GRAIN SIZE f:F 0,20 TO 0,55
I~ILUI~ETERS iN DIAI~ETER.
3 CONSTRUCT OUTfALL STRUCTURE AND DISCHARGE PIPE,
1 PLACE EROSION & SILTATION CONTROL. SEE SHEET C12
AND PLANS,
2 EXCAVATE AND ROUGH GRADE NEW RETENTION BASIN
WITH PIPES,
5 PLACE METAL GRATE AT DISCHARGE PIPE(S)
SlOEOflAlN OEf AlL (1)
FlE'rE:~rn()~1 BI-\SI~1 / lJ~IDE:flDFll-\I~1 DE'r I\IL (1)
N.T.S.
NTS
RETENTION BASIN
UND!.JlOP,NN ClEAN-OUT
./\8'.111\4' l'O:<<:' COl.LI/l
Ft.USH, AT S~DE SLOf'E,,- ,
. I
oono:.l '"'7~.;a( "
Of BASIN'1 \" ,- ~
~~~\pn ,.,. .
F1Ln:R 7. _?- LX
FABRIC - Flln:R (
MEDI~'M
,tl.;c:t 1<<J~~
3f AUJAi'O ~ TAL
6'
sauD
I-'VC
2-1 /2'x2-1 /2', 1 /2'
ANGLE "-
\~ r4",3/B"'
~~ ANCHOR STUD
~
GRATt f'RIME 'W /STUD, STlU
!'Ri'J.lE 'W/2 ANCHOR Sl1JDS
PER SIDE - EQUAL CENTERS,
GALVANIZE AfTER FABRICATION
~,r
6"PVC
LOt..-';
RADIUS
[lENO
If
I
18"
(;OMf' ACTED
IIf'PROVED nLL
6" sauD I-'VC
~~ l~'N
CONNECT M~BRANE
TO e'P'I'C WAT1:R l1GHT
lSa: us.!,)
6 t'VC
UNOCRORAJN
!MP\RVIOVS
i,4l:MBRANE (30 OIll)
;,y~ft~\I~~Ef"~s (30 I~IL)
-E
~E Ef
CONNECTION TO
[lE WAn:R nGHT
~ MEMBRANE
1"::CB:~tt.l~ r:tJS\N-{~J r
N,T.S,
I...U':8~.Jn...'\l~ =3'f31EM ~3-CJ.U~ H~JG (1J,31)
N,T.S.
TOP VIf:N
NOTE:
ALUMINUM BARS ~ 6" O,C.
CALVENIZED STEEL GRATE
BICYCLE TRAFFIC ALLOWABLE
GRATE, TRAFTlC TYPE
(H-20 LOADING) W/2 SIDED
GRATE SEAT
~ B" CO~~. WALL
~gogA~1 ~
#4 ~ ~12" O.C,E,W.
11"T"TTJTTTTTTTTTTTTTT~T:
· -~f '
~ I 2" ANCHOR
~ I SEE mOT INDEX 201 l
<( I FOR EYE OOL T I-ND
> CHAIN
I FOOT"C" 2'-0" x 3'-1"
POST OPTIONS:
2"x4" OR 2,5"DIAM,
WOOD; 1 ..3.3LBS,jFT,
MIN. STEEL
FILTER FABRIC IN
CONFORMANCE WITH
SEC. 985 F,D.O.T,
SPECS. OR EQUAL
EXIST,
GROUND
SIDE VIEW
I .
6' MAX.--1
-
...-.-.-..-..-..-.
NOTE:
1, CUT PIPE FLUSH
w/INSDE FACE OF
WALL
2, I~ORTAR BOTTOM TO
MATCH INVERT OF
OUTfALL PIPE.
.
co
l ;;
.3' to
MIN. 18"
TTITI!JfT I~ .
12"1--
10x10 W.W,M.
1/
#4 BAR
INLEr DErAIL
N,T.5,
,(',
y y
~.... '""
1 ~ f:9nl1iiT
- 1';
Mlr;::i~;,::D ;,::NO S;,::Gfle)~J DErAIL
N,T,S,
21"
PRINCIPLE POST
POSITION, CANTED
20' TOWARD FLOW
PAV'T. 1/4" ABOVE
LIP OF CURB
FILlE.R FABRIC
\ ..
12"
. . .,1,~.~':~. ~1'
. I IS " ~-
i' :,.... tl.: (.0
. . ."
OPTIONAL
POST
POSITION
SILT
.. FLOW L
'1Iil==1111311Id!l=
EXIST.
GROUND
NOTE: SILT FENCE SHALL NOT
BE TRENCHED iN WHERE
ADJACENT TO TREES DESINGED
TO REMAIN,
T1-!E S!LT FTNCE I~UST
BE SECURED THROUGH THE
PLACEMENT OF FILL OVER
T1-IE LOWER LIP OF
THE BARRICADE.
,3000 PSI
CONcr~ETE
'II-\LLE:'( (,U'rrEFl Oe'r :\lL
N.T.S.
-16"[-
","',;"77,/
S~L'r OAHnU~n o~'r AIL
N,T,S,
\ ,.~'~', ,;.(:-: 1 ,) "'~'~- ~~:
-VW)?~ " .
TYPICAL r=HU: HYO~G\Ur SETflNG
BLO'4'lOr=F OefAIL
N,T,S,
N,T,S,
ONLY APPROVED
~ Fire Hydrant Assembly
(Typ.)
Kennedy Guardian No. K-81A
Mulier Centurian No. A- 423
U,S. Pipe !.,1etropalitan
/ Valve Box
r~
.
'0
I
N
~
Distance Varies
l
r .
NOTES
18" Min.
24" IAax.
Bax
1 Trench backfilled in 9" cOr0pacted
layels. Density taken every 300 'to
/valve
r
:3 On longitudinal installation 1 equiring
r esunaeing full width of pavement,
finish bO$e to mot(;h existing pavement
sunace and prime. Then rllsUnace uS
dir ected by tr,e City Engin~er,
~'
<<
2 Bo~e may be r eplacedwith Asph )~tie
Coner ete 'with prior approval Qf
City Engin(;er,
-~;'~/
.m5.'Z;;<t
V~~
c
:i
Tapping Sleeve &: Valve
r By City, Fee by
Owner ar Contractor
I I
f~(~F.\-
.r r .F, p,
""- Exist. Water Main
~ 2" Brass
Water Main
2" Brass
r Mech. Joint Valve
,.
~'~d~(lf j ~
~.-- I~ r .~
Connecting Piece wjintegrally j ""- Restraining Joint (Typ,)
cast Mech. Joint Gland on
one End-D,I, Rotatable Mech,
Joint Gland on Other End.
CITY OF CLEAR'NATER, FLORIDA
ENGINEERING DEPARTMENT
i"'[ft;.i1f TYPICAL IfYDRANT 05 1~ 9
c, EJ'K!l) f1( SETT\ NG '''''''' ,;0.
.tl) TAPPING SLEEVE ole VALVE 4{.l2
,.., ;p, "" f1( BY CITY 4 0$ 4
t
~90'
Bend
14' -8'
I~
r
----__13" DIA, STEEL
BOLLAr~DS
CONC, FILLED
Restainer Plug /
Per Detail No. 403
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
7~W it:
B,v,D, 01 15 92
c.e.."'l'D BLOWO!T '<JQ4 j<O,
DETAIL 40..
10$1
NOTES:
1. All Fire Hydrants to have 5 1/4" Valve Seat.
2, See Index #407 far Jack & Bore Details,
~. ~~
~1E3..iJt'nJN
10'. ~f[
JESQ2"11.JH
,l.i.. "'Y~.D fI1
G.C,H,
~ ,,~
!<. . (J" '!OrB ~ ..,1 ~
-,," ",,'- V n..~~ '" '"' ,:.r,.,1..
~() i:(~ ~ #,0<$' /'"
~~ '{/ '7'1
A ~ " A <rock of Curb
L ~ NoJI\- .'Ip :yrfu".. ,.~k...
rf1.lf,t, ..... Not. !.
.
N
........
~~ r~ g 5/8"-1
-I~
co
I
o
Remove Cucb if Existin
..-
L
~
Exist Cone Drive
12'
.\ I~c, Slope. ::-'2"J1' '"~ f~a, Slope
1\,. ,,' Jo^::;Jj7f;cYIl~d,:" ~ 1/,. &, Jo"t
TYPICAL Dr~IVEWA Y CROSS SECTION
r Cleanout Plug
"';v~~""7F rrlrr--
coo,,,,. Pod " [
Thick x 1'-6" Sq,
~"
B
L
it
l' 1~ln Residential 511 ee1 / City R/,N ~
5' !-Ain Arterial Stl ~et 2' County R/, I
1/4" per foot
IT~ ~F"" ,..-....-,: ,,' r----
~' '. , .', I. .. 4\ I'," '" . .,". '
4. '. .' .' ': ',.', ,
3000 psi CQne 4" Thick, Con.tr,
6" Thick at Orlve'wc~ 'With
6x6 *10 Welded W1re !~esh,
See Note 7,
CLEANOUT PLUG
10 5/8"
g 7/8"
i
R,O,'N, lIr,e
PLAN VIEW
E€
.ga
.S ~ '0
~ ~ 0.
, . 0
""Nf-
I
r! ,~[ Bock of Curb
TOP OF SKI'~MER ~
AT ELEV, 4,82
80T, ELEV, 3.82
NON TRAFFIC GRATE
ELEV, 4,32
MEDIUM BROOM
FINISH CONC. WALK
r FINISH GRADE TO
1" BELOW
EDGE OF WALK
2' LEVEL 2' LEVEL
l~SHOULDER~t. VARIES (SEE PLAN) ...t .sHOULDER.J
I SOD SLOPE 1/ 4;'4,:ER FOOT LL ~:D !
II11 1I11 11111~1111~ 1111=1111_111=111
~ COMPACTED FILL OR
UNDISTURBED SOIL
~I n'" ',.' I "-
1,~~~
"') ) "':.\
~~(.:'J' : .,~~
'1 ~' (It.
~1. ;....' .. ~
}. ....i
. ' .,
~..,..~,.,.,..." ',,1 '
, .. ~
."'j ,- .',' - ':\
,.~"" ~
':"';"'d" .l)
'h_~:,~1r_~.,> -",; '>::,:,;:_,} \J\:
! - : : \. ~ , ,- " ," '- ' " '
, '<',: -. "-,'
:1 j
,l.,... ,',.,
',.\: ;, ..
JI- ,i ,'. "
.~~".... . ,
'"""" ..l.'
"
. . \
.t(ft..:.,:,
:"-' :;',
,,:1,'\ I
)*<:;": '
"'j""
; " "
('
:)' ",',:!
~.
.".."..~
,';, ~ ,.. -', l' ., ':-,
'j' :,,:~~'/,i:l~{ ',:. :,' ,'-, ,-:,;-,;
, -',.., ".
.~/:', ,\1
~~~
~,
.3'x.3'x4"THICK
CONC SlAB
EL..3.0
WHEN SIDEWALK IS
TO BE REMOVED &/OR
NEW SIDEWALK IS TO
BE ADDED, IT IS TO
BE REMOVED TO THE
NEAREST EXPANSION
JOINT.
~.,
........ ,
(~:".~:"
"".," cp,'
':' 7,
" , '. ,
"",-i......
NOTE:
PROVIDE 1/4"
CONTROL JOINTS
@ 4'0.C" 5' O.C.,
8' O.C" OR 12' O.C.
& 1/2" BITUMINOUS
EXPANSION JOINfS
@ 40' O,C. FOR l'
SIDEWALKS, 50' O,C.
FOR 5' OR GREATER.
1 B SPACES
..,3/16",2" FBx55'(4"
1 9 BARS
,~ '/4"x6" FBx401/4"
STRAIGHT: 2."x.3/16"
RETICULlNE: 1 1/4"x3/16"
mOT INDEX #232
B" IMSONRY OR
APPROVED R,C, ~
PREfAB ~
6" UNDERDRAIN
INV. ELEV. 2,0
15" PVC
INY, ELEV, 2,0
GONfHOL :3rHljGrt.ln~
N,T,S,
e~(J~le~fu::'rt: '/'1I\L;( OE-r :\IL
N.T.S.
FINISH GRADE
FLUSH TO TOP
OF CURB
1" RADIUS
MEDIUM BROOM
FINISH CONC,
PAVING
GRADE \
. - ~~~~~~~~~~~,~~
~ ~ WATER MAIN OR
STORM DRAIN-.......
2'
l
'''[~
r
/
6" CONCRETE CURB
<)
EDGE OF PAVEMENT
18" MIN, VERTICAL CLEARANCE
!
'-n-
II
11=
16' ~n
~II
I
=11 II
I'
I ,Tl;., J
(D
BASE
GRADE
r ~~<<~...~~~~AI..~4.-i4<~.,~
. _' 10' 10'
~~ - ~
n ~ WATER I,WN OR I
STORM DRAIN $= D,I.P. IS USED IN PLACE OF P.v,C,
FOR A 1v1IN. OF 10' EACH WAY
_ n _ FROM It OF WATER !v1AlN WHEN
'- ~ THE VERTICAL CLEARANCE BETWEEN
1 WATER &: SEWER I,.tAINS IS 18" OR LESS.
18" OR I,.tORE VERTICAL CL. \
~~~
P.v.C. OR V.C.P. NOT'E
SAN. SEWER GRAV1TY I,.tAlN ~
CONCRETE ENCASEMENT OF
SANITARY SEWER GRAVITY
MAIN IS NOT PERMITTED,
tiES r;I)IUrU.:
,I Ora'.'m 3y:
t;i1~,;k;!d 3y:
COMPACTED
SUBBASE
CUrlO ENDiNG DE' r AlL
N,T,S,
NOTES:
1. WHEN REMOVING EXISTING CURB
THE CURB SHALL BE SAW-CUT
AT NEAREST CONTRACTION
JOINT AND FULL SECTION OF
CURB REPLACED,
2. INSTAll EXPANSION JOINTS AT
50' INl ERVAlS, CONl RACTION
JOINTS AT 10' INTERVALS,
.3. CONCRETE SHALL BE .3000 PSI.
'IEHfIGAL GONCHEr;:: cuno
N,T,S,
GRADE
~~~~"'q,~~~~;'If'
~.o ~
V WATER M,AIN I") ~
-E'q-_ 10' MIN. ~
HOR, IZONTAL CLEARAN~E -Ir _
STORM SEWER +
OR SAN. SEWER
GRAVIT'r' MAIN
~~~
I'.
.: i:
{~
..
.~
'~~
.) t:j
"~ ,~., ~
" ~'. '.'
t.... I~
.-- 1,'_,
~ .t~
~ ..t ~
~ ~... -:;
.-- -,
fa) ~ ~
'j I
~ ~
~
>
~
t:j
ij)
r)
,~
;"
I
r..,
M)
~J ~.--
..,
~ ,( ..,
1r)-t
~ ~~
.( ~ ~
L..J ~ ~
~ J: t)
"J c...J
~ c...J~
~ .
~ ~~
-( ~
.J ~:-.
~ .(
) ~~
'..' ~
::f "(
....... .t ~
~ r) c...J
'J .., "J
)
024:3
,
1.3,
HORIZONTAL CLEARANCE
;i,r.J,
f l:;sU;J Oat;J: 1)~)/H)/02
He'l i:s i I) 11S:
No. Dote
6 12/16/02
6 04 05/0.3 per SWFWMD
, 6 04/28/0.3 per CITY
D J5 05 03
6
6,
6
6
,A
6
^
6
6 / /
VERTICAL CLEAr~ANCE
'I'J:\'(Er~ ~,':\IN :34 sJ\~Ur :\HY
Sf:'I'/Ef-t GLE:\H:\NGES
N.T.S,
Finish To Exi.ting Sunace With
PC III A.qphaltic Con(;1 ete
--16" f=-~._ .,_ ,"
i~"'\.""J'i'Cl-.i;;" Ji.~.,il
. 'o.-igin01 Paving
r?n
SECTION A-A
.01
J
NORMAL VALLEY GUT11:R CURB
SECTION - Sa: INDEX \01
L
c=
.~ ,,~
COlT>poded Ba$e - Thickness of Original + 2"
Minimum Thickr,ess 8"
12"
Urflits of (:00<';1 ete &'..ole
Umits of pay quantity
Descri tion
PL\N
Compacted
Backfi II
[-:~--c-
.,>'.,."..~
~~. I
'~[l> . ~
o OESIGr4JOE"ElOPME~~ r
o PEaMlrrmrJ .131001NG
~< emjSHlljI;f1m~ OOI;UME~HS:
Undisturbed Trenoh Side
4 6 CQntin uOuS
SECTION B-B
SECTION C-C
NOTE:
CITY Of CLEARWATER. FlORIOA
ENGiNEERING DEPARTMENT
"',{f,,~ II( CONCRlTE SWALE 1 e2
eifC,<fI) II( DETAIL ,,,-,,,, ,""
vALLEY GU1TER CURB '07
~. ~ ~:R. I/'( , S ,
<'!Y, ",If:
JES(..t.....ilVN
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
..~~~ In' STREET REPu\CEMENT r~
Ci<Will) '" FOR UTIUTY AND cux :<0,
G.LB, DRAINAGE CUTS "'5
.Iof'fl', ~!''';.GrJ1
C,IoI,H.
~Jt>(l:.tIl
SubjEK-t to City Cngi""er's opprcval.
To be LJrted unly in unique situations.
.0. :w1.
10$1
\
\
')
GENERAL
NOTES:
l
AND
(8~'XS"X16")
WALLS:- WILL BE MAXIMUM 6' -0" HIGH
CONSfRUCTED OF CONCREfE BLOCK
DECOt~ATIVE-FINISH FACE BLOCK.
FOOTINGS:'- 8"X8"X16" CONCt~ETE W/2
F~EBAt~ IMBEDDED.
CONCF~ETE SLAB:- MONOLITHIC, MIN.
WITH IMBEDDED 6"X6" /1 Ox1 OWIF~E
CONCF~ETE FILLED CELLS:- WITH 1 #5 VERTICAL
REBAF~ TIED TO FOOTEt~ STEEL AT EACH CORNER
AND EVERY 4' -0".
GATES:- CONSTt~UC TED OF MIN 1 -1/2" DIAMETER
GALVANIZED TUBULAR STEEL W/PRIVACY-TYPE SLATS
INSERTED IN GALVANIZED STEEL MESH
ON MIN. 3" DIAMETEF~ GALVANIZED
1 )
115
STEEL
2)
II)
~
~
,<i.
,
~J
W
di
1
Wi!
~..
,....:.......a
'./)
~
....:.......a
>,'
~
IJ
,
r
UJ
,~
'~
:3 )
6" THICKNESS
MESH AND A MINIMU~k3000
P.S.I.
OR
6"
FIBROUS
CONC..
4)
5)
-6'-2"-
\-6'-2"-
FABRIC, HINGE
STEEL POSTS.
Plug
(See Note)
Rtm10ve Back of Curb on State Qr Vo,tieal Curt, 'wilh 0 vertical Sow cut
or Remo,e llntir e Curb and Rdpla,e as Part of Sidewalk Romp.
8"
D
1.40difled and Valley Gutler Curt,
join exist back of curb
c' 1"~ Mcx ~ope0T~X.tul~d s~l:ce
r---:--~ ~, ,~.~." ", '.' .
':~:';':" :',:. . . Remove to OM
"'-'/2 Erpanslon Joint e,en joint Qr 9cwcut
13 1/2"
Sewer Main
D ET AI L
MOUNTED
NEW CONSTt~UCTION:
CONCF~ETE
WITH
OF THE
CONSTRUCTED OF
SHOULD BE CONSISTENT
STYLE
6)
MAXIMUM 6' -0" HIGH AND
BLOCK (S"x8"x 1 6"). MATERIALS USED
THOSE USED IN THE CONSTRUCTION OF AND ARCHITECTURAL
PRINCIPAL BUILDING, (SECTION 3-802
POSTS CONSTRUCTED AND INSTALLED
BUILDING CODE BY LICENSED FENCE
GRADE
a"X16" CONe. FOOTlNGJ
wi 2 #5 REBAR
GRADE
SECTION A-A
SECTION B-B
CLEANOUT
DETAIL
N.T,S,
~
N.T,S,
NOTE:
Cleano1jt plug to be
U.S, Foundry 7621
ar equal.
e. R(Jf11~' Shull Hav. a Tuctn. Surfoc.e. ToxtUI ~ to 0
D.p\h Not ExcuadlnQ 1/8" by UbO of Tump Of rol:...
In C\)OflJl"rn\Jff~. ..lth Requll ,,"",$ltl of FOOT
R""ai*ay ~d Trame: CullJf'l Stondurul. Ccbl 3C4
Or ~(';l'I't R\K>mt rJwificothxlSo
CITY OF CLEARWATER, f1.0RIOA
ENGINEERING DEPARTMENT
1. Pro ~~. TooIo<I J<..lnu At O:.luncoo MulehlnQ n,.Kid\h.
I\ir"o PtO(,.1 E.4>ur\fOiY.Jn Joint. At CKkt.o)"
2. If $OOlt Ph)"k;:~ ct>.trucUut'l udstt '~\k.'" Pt e...K!t,
11-,1 P1ol".{n9 Of Stc.ib*\Jlt. A' Shv..nt Cantoc;t it..
EnQlrll..<<inQ Dt'/~uJut'l Fur Alt<<nat. Lo<"''(Jtl...",.
3. 'Nr.x.><J.S1 And OtL.. Spu<..<<. 'Hll Nut CI r_mlHItd
In $Icl~....~.... Or Offv'tiWCI)'"
4, No C""Un... Of ^"'t Kind 'MIl C. r..mlHod On C"',"'..... Sl~.wulko 0.-
Ofh:~.a).. 'NHnout .",,0'Clfic .A-4-'prc'l"iJl Of 11",. Cfty E[lQlr~"",..
5, iIlt Cooe,.lo Sholl C. 3000 ~.. "''''. 0 211 00,11.
8. COOI,,;~ ete Surfu<.e to be Ui:fht Or~ nn:.n.
7, wnCl.lo Drl,noy C",..lruetlvn .oI,~1 ~. e" \h,...l< . e.e/10x10 'N:N.F..
'(\16
\\(03
t;o.l'E
JESr..j,lPil,JN
CITY OF CLEARWATER, FLORIDA
ENGINEERING DEPARTMENT
"'rt'j~ f1( TYPICAL SIDEWALK 1~1
Ci'EL1<fD '" C0NSTRUCT10N ANO ,..xx "",
,.... ~;;;;i, II( RAI~P DETAil 1~
,fof'P. C,M.H. 1 is 3
JC:iI...iJtTl)JH
If:
I' 07 \15
:,~1fO.
304
10$1
.;:.d~.").;,)~
i~'''''
~~
'N,J,S.
,.... ~'R01El) fl'(
T.C.J.
I~. ~'rt
ff,,"Jr.'.od CU!1t cvt
<'!Y.
n1IS DRAWING IS AN :NSTRIJ~AL""'T Of ~t.R'V'(;E A:.fO ~1-'!ti ~.vJi'l nlE r~UTi OF nlE'
ENGINE.ER, AND SHAU ~QT 3E f\1.PROOUCED, .J'UBU~'~ OR USED ltol A!-ftk,A,,( 'It'lTIlOUT
n-IE CONSE."IT OF :11" E El ~'.EER ///''' ~COl-'YR. '." IGH, T,' .200," 3"~,,,'\.,',(Jt'.,':,'(.1.',. ,J,;a'4s,i-ifD,
~/ & _ /" "4'~,,'''~ ~.""~ r,~,:tt . ';'l., ,
i1V~ >;'y~.\/:;''frJ,:''l:f", ,(i"'- ,(,'~ ]
i ' ,.~::;", ,\".'l. ....' f...1~ 'i ,J ."
I J ,'I'", /" . I . ',,', '+-1"1'.'" ( ..~, ",' ,", . "",' :. i,
. V " . (' .' " \ '!' .., ,
I.W. .1 .. I~U~>l)>~~C!k'V '-'f~ ~ ..90 cI ...
LMIE ,~/IM.E(;'-EIH, ",~,,',J.~1LA,J: .../() \J',~ 1\ "ii,,'
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PO SO NERIUM OLEANDER/ 1S"x1S" 36" O.C.
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PYGMYDATE PALM BxB
LT 6 L1GUSTRUM ,JAPONICUM/ S'xS' BxB AS SHOWN
L1GUSTRUM n~EE 2" CALIPER
VA 145 SCHEFFLERA ARBORICALA TRINETTE; 16"x16" 30" -.36" O.C.
VARIGATED ARBORICOLAS 3 GAL.
PJ 120 ,JUNIPERUS CHINENSIS/ 12"x1S" 36" O.C.
PARSONII JUNIPER .3 GAL.
SP 22 SABAL PALMETTO/ 12'-lS'OA BxB AS SHOWN
SABAL PALM 10'CLR TRUNK
FP 2 WODYElIA BIFURCATA/ 12' OA BxB AS SHOWN
FOXTAIL PALM 10'CLR TRUNK
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DWF BOUGANVILLA .3 GAL.
FG 90 TRIPSACUM DACTYBIDES/ 18"x1S" 36" O.C.
FAKAHATCHEE GRASS 3 GAL.
SG 70 COCCOLOBA UNIFERA/ 1S"x1S" 36" O.C.
SEA GRAPE 3 GAL.
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CLIFF DATE PALM 10'CLR TRUNK
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1HS DRAWING IS AN INS1RUI.4ENT OF SERYlCE AND Sl-Wl. RCJAJN 111E f'ROPLR1"f or THE' '.f
ENGINEER, AND Sl-W.L NOT BE REPROOOC'ED, PUB <'HED OR USED IN l#f WAY 'H1lll~UT ,',.' ..
11-IE CONSENT OF THE E;f}t~INIaEER /;C:~~~~,2~~.::,~,:f~7~:~~:~:~ ,:!,'.' ,,' '1'~r;'~'J '~',,'
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s;.i'\' ,ill.} al; fi'~~'~ ,r ,!l:~;P ;.a;;;t'~ "S /.' ~;,;':' ::~) :',~ ;;;{.~" ,',~
COPIES OF TI-IE';( PLANS lIRE Nor .VALlD 1A~L~SS'lf'i ' (:, (,.I,~ :,( t,,\
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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.
IJ. AN APPLICATION AND AN EXTRA COpy OF THE APPROVED FINAL
APPLICATION PLAN MUST BE SUBMITTED 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 PROXIMIN 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 lTPED AND r~ELEASED.
(il~~ :Jilf)r~(~'nC)~1 ;\~IO :Jn~:3~il'l ;\'(I()~II
TREE BARRICADES AND EROSION CONTROL MEASURE REQUIREMENTS:
1. TREE BARRICADES AND/OR SILT SCREENS OR HAYBALES SHALL BE
REQUIRED ALONG THE EDGES OF VEGETATED AREAS TO BE PROTECTED
PRIOR TO THE ISSUANCE OF HABITAT MANAGEMENT AND LANDSCAPE
PEr~MITS. 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
SENSIfIVE TO TREES REMAINING. IN GENEr~AL, NO GRADE CHANGES
SHOULD OCCUR WITHIN THE CANOPY DRIP LINE OF PINE TREES AND
2/3 THE CANOPY DRIP LINE OF HARDWOOD TREES TO BE SAVED.
l. ;\:10=3 G ;\P I~I (j
1. EACH LANDSCAPING AND REPLANT TREE MUST BE PLANTED WlfHlN
A MINIMUM FIVE (5) FOOT BY TEN (10) FOOT OPEN SPACE PLANTER
WlfH SUITABLE GROUND COVER. LANDSCAPE TREES MUST BE PLANfED
IN SAME VICINllT AS VEHICULAR USE AREAS IN ORDER TO BREAK THE
MONOfONY OF UNBROKEN EXPANSES OF PAVING. TREES MUST NOT
BE PLANTED WlfHIN 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 REQUIREMENfS, SOIL AMENDMENTS (IF NECESSARY) AND THE
PRACTICAL USE OF TURF.
3. NEW LANDSCAPING MUST BE PROTECTED FROM VEHICULAR MOVE-
MENT BY WHEEL STOPS, RAIU~OAD TIES, or~ OTHEr~ SUITABLE BARRIER,
WHERE POSSIBLE, THE AREA BETWEEN THE BAr~RIER AND LANDSCAPE
MATERIAL SHOULD REMAIN AS Gr~EENSPACE.
4. LARGE TREE SPECIES PROPOSED For~ INSTALLATION MUST BE A
MINIMUM OF 20 FEET AWAY FROM BUILDINGS, SIGNS, FENCES, LIGHT
POLES, UTILlN LINES AND ANY OH,ER OBSTRUCTIONS THAT MAY
IMPAIR NATURAL GROWTH.
5. TREES PROPOSED FOR INSTALLATION MUST NOT BE IN CONFLICT
WITH pr~OPOSED or~ EXISTING UTILlN LINES OR STr~UCTURES, EASE-
MENTS OR OTHER AREAS WHICH MAY REQUlr~E 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 MATEr~IAL MUST BE FLor~IDA GRADE #1 OR BETTER. '
8. ALL REQUIRED TREES MUST BE A MINIMUM OF 6' HIGH, 1-1/2"
CALIPER AT TIME OF PLANTING.
9. ALL HEDGES MUST BE 21" HIGH AT THE TIME OF PLANTING,
PLANTED AT 30" ON CENTER, AND BE MAINTAINED AT A MINIMUM OF
,3' IN HEIGHT.
1 o. WHEr~E LANDSCAPE OR REPLANT TREES ARE pr~OPOSED TO BE
PLANTED IN THE PERIMETER BUFFER, fHE BUFFER MUST BE A MINIMUM
OF 5' WIDE.
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1. SHALLOW WELLS, OPEN SURFACE WATER BODIES, OR RECLAIMED
WATER MUSf BE USED AS A SOURCE OF IRRIGATION WATER. THE DIST-
RBuToN SYSTEM FOR IRRIGATION MUST NOT BE CONNECTED TO
COUNN OR MUNICIPAL WATER SOURCES, UNLESS IT CAN BE DEMON-
STRATED THAT THESE SOURCES Ar~E NOT AVAILABLE.
--
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2. IRRIGATION SYSTEMS MUST UTILIZE LOW VOLUME DESIGNS SUCH AS
LOW TRA.JECTORY 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.
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.3, HIGH WATER DEMAND LANDSCAPE AREAS SUCH AS TURF MUST BE
SERVED BY A SEPARATE IRRIGATION ZONE THAN LOW WATER NEED
PLANfER BEDS, OR MULCHED AREAS WITH TREES. IN NO CASE, SHALL
ANY PLANTED VEGETATION AREA BE MORE fHAN 50' FROM A WATER
SUPPLY HOSE BIBB.
1. AUTOMATIC Ir~RIGATION 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 CAPACIN AND A FLEXIBLE CALENDAR PROGRAM ABLE TO
BE SET TO COMPLY WITH LOCAL OR WATER MANAGEMENT DISTRICT
IMPOSED RESTRICTIONS.
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5, AUfOMATIC IRRIGATION SYSTEMS MUST BE EQUIPPED WITH RAIN
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CYCLE OF THE SPRINKLER SYSTEM WHEN ADEQUATE RAINFALL HAS
OCCURRED.
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Spaced 120 Around Tree ang
Set At A 4S'Angle With 3- 1/ 68
Duckbill Anchors Or Equal
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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 10 OR BETTER.
2. SEVEN (7) DAY PROGRAMMABLE TIME CLOCK TO ACTIVATE ZONES,
.3. SPRINKLER HEADS COMPATIBLE WITH THE lTPE OF PLANTING.
1. ELECTRIC VALVES.
5. GAUGE 14 UF COPPEI-~ 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.
Soil Saucer
MATERIALS SUPPLIED SHALL BE EQUAL TO THOSE MANUFACruRED BY
RAIN BIRD CO. OR APPROVED EQUAL.
3" Minimum Mulch
THE CONTRACTOR SHALL SUBMIT A SYSTEM LAY-OUT ALONG WITH
CATALOG SHEETS OF ALL COMPONENfS IN THE SYSTEM fO THE
OWNER FOR APPROVAL PRIOR TO INSTALLATION.
THE ENTIRE SYSTEM SHALL BE GUAr~ANTEED BY THE CONTRACTOR FOR
ONE YEAR FROM THE DATE OF ACCEPTANCE BY THE ARCHITECT /
ENGINEER,
Remove Container
From Rootball
Plantin9 Soil Mixture
Existin9 Soil
ANY AND ALL USE OF HOSE BIBBS IN ASSOCIATION WITH
NON-POTABLE WATER SUPPLIES SHALL BE IN FULL COMPLIANCE
WITH SBCCI SfANDARD PLUMBING CODE, CHAPTER VI CRITEr~IA
REFERENCE COLOR CODING OF ABOVE GRADE RISER PIPING
AND LABEL/TAGGING OF OUTLETS AS NON-POTABLE WATER SUPPLY.
SHHUO PLAN'rlNC) DE:' rAIL
N,T,S,
ANY BUILDING TO BE DEMOLISHED IS SUBJECT TO NOTIFICATION
TO THE AIR TOXICS SECTION OF THE COUNTY DEPARTMENT
OF ENVIRONMENTAL MANAGEMENT PRIOR TO ANY DEMOLITION OF
BUILDINGS.
NOTE: ALL TREE STAKES AND SUPPORT WIRES
'NILL BE REMOVED AFTER 1 COMPLE1E
GROWING SEASON,
:(~aISG:\PI~I(j
For Cobbage Palm Installation: -....... ~
Trim All Fronds at Time
of Digging and Planting ,
For 'No~hington Palm Installation: _
Leave inside ro." of fronds -
Tie up '!lith biodegradable twine
2 Layers Burlap Pad at
Support Contact - No
Nails in tree Wood
For Cabbage Palms:
All Tnmks to be Smooth and
All Bur n Marks Brushed Away
For Washington Palms:
Leave all bOots on trunk
1. ORGANIC MULCHES AND/OR DROUGHT TOLERANT GROUNDCOVERS
WITHIN PROPOSED LANDSCAPE PLANTER BEDS.
'Noshed-In and Tam~d
Planting Soil '.lixtur e
2. DROUGHT AND COLD TOLERANT PLANT MATEr~IAL.
.<J
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...
~
2" x 4" Bra<.e (Yellow Pine)
Spa<.e Three at 12(1 Typi<.al
Remove after one growing seGson,
2" x 4' Stake (Yellow Pine)
HHee Feet Long
Remove after one growing season,
r Saucer Rim
\ Finish Grade =1
3" Minimum Mulch
Rootball, 16" Minimum
Radius From Trunk
Wire lie
3. GROUPING OR ZONING PLANT MATERIAL BASE ON SIMILAR WATER
REQUIREMENTS AND fHE LOCATION OF pr~OPOSED IRRIGArtON
WATERING SYSTEMS.
....
o
'll
13
1. !HE USE OF SOIL TESTING TO IDENTIFY SOIL CONDITIONS NECES-
SARY FOR fHE CONTINUED SURVIVAL OF PROPOSED LANDSCAPING.
5. ORGANIC SOIL AMENDMENTS (SUCH AS TOP SOILS, MANURE'S, PEAT
AND COMPOSTED MATERIALS) MIXED EXISTING SOILS WITHIN LANDS-
CAPING PLANTER BEDS fO DEPTHS CONSISTENT WlfH THE ROOT DEPTH I
OF PROPOSED PLANTED MATERIAL (USE ONLY IF EXISTING SOIL
CONDITIONS WARRANT THESE AMENDMENTS).
-
--- Existing Soil
6. THE PRESERVATION AND INCORPORATION OF EXISTING PLANT
COMMUNITIES ON SITE INTO THE LANDSCAPE PLAN.
P I\L~/' 3'( ;-\J<iNtl ;!( PL;-\~r flNC) DE:,( l\lL
N.f,S.
7. THE MINIMAL USE OF TURF GRASSES WHICH REQUIRE FREQUENT
Ir~RIGA TION.
8. LOW-MAINTENANCE DESIGN.
ra~~ :!c ~3:tiUJ3 p!.;\:ln~lC) O~.. :\lt3
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NOTE: ALL TREE STAKES AND SUPPORT WIRES
WILL BE REMOVED AFTER 1 COMPLE1E
GROWING SEASON,
..
f-
J:
'-'
W
J:
Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shope,
3/4" - 2 Ply Reinforced
Rubber or Plastic Hose
White Surveyor's Tagging
Tope, 6" Length
~
~
~" 'i\
:-- '.\
~
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Mound To Form Saucer
3" Minimurr'1 Mulch Loyer
Remove Burlap From
Around Top Of 8011
Plonting Soil Mixture
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CROW'N SPREAD
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NOTE: ALL TREE STAKES AND SUPPORT WIRES
..."ILL BE REMOVED AFTER 1 COMPLETE
GROWING SEASON.
'i
(~
W
J:
Remove Dead and Injured
Twigs, Trim No Leaders,
Retain Natural Shope.
3/4-" - 2 Ply Reinforced
Rubber or Plastic Hose
White Surveyor's Tag'Jing
Tope. 6" Length
,
i'"
--'
--'
~
~
o
Issue Oate: I)~J119/02
.~;}'/is io liS:
No.
.it 1 2
:..6
6
,:3
~..6
'..6
..6
6.
..6
6
..6
..6
6. / /
Descri tion
:5 - 12 Guage Galvanized Wires
Spaced 120 Around Tree and
Set At A 4S'Angle With 3- # 68
Duckbill Anchors Or Equal
Remove after one growing season,
PER CIN
\
\
Mound To Form SauGer
3" Minimum Mulch Loyer
Remove Burlap From
Around Top Of Ball
Pia nting Soil Mix tu re
Provide J minimum S'x 1 0'
unobstruted planting area
\,
'rnE~ S'(:\;<tN(l a PL:\N'rtN() DE'fAlL
N,TS
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: 0 ?EilMlTflWJ & am!JIWJ
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1. THE ROOT MASS FORM OF EACH TREE PROPOSED FOR INSTALLATION
SHALL BE BALLED or~ BURlr-\PPED, BARE ROOT mEES ARE NOT AC-
CEPTABLE. ALL NON BIODEGRADABLE WRAPPINGS WILL BE REMOVED
AND BURLAP WILL BE FOLDED DOWN TO ENHANCE WATEr~ ABSORPTION.
IF WIRE BASKETS Ar~E USED IN CONJUNCTION WITH BALLED AND
BUr~LAPPED TREES. THE FIRST FEW r~ows OF EACH BASKET WILL BE
r~EMOVED AT THE TIME OF INSTALLATION,
2. SUPPORTING APPARATUS SHALL BE REMOVED AFTER 1 COMPLETE
Gr~OWING SEASON. ALSO THE FLEXIBLE ATTACHMENTS SHALL BE USED
WHERE SUPPORT WIRES ARE WRAPPED AROUND mEE TRUNKS/STEMS
TO PREVENT CAMBIAL DAMAGE.
_f~) ~ v-?'J
A~j u '\..J, ~ _ S1J\) ~ )~
(-~~/'(~ ' 1 -I - ~ '~
/~- ~ ~.
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. mEES SHOULD BE INSTALLED 3 - 5 INCHES
ABOVE GRADE ON SlfES 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.
. t'-~c~:~i=zcCd[:;::_'i~~:::~ Wood
4 c.JL, __'_n_._~___ .----,1"L ---.----J,f'----'~,t=:- 2" x 2-
_ -lr--'-lp----- ~---'--1----!1= ~:ic~~Kes
: I l! IJ : i i
... .~ ' .1 W
4. IF ON SITE SOIL CO~mITlONS ARE SUCH THAT SOIL AMENDMENTS
WILL BE NECESSARY, THE PLANTING MUST INCLUDE SOIL MIXTURE
THROUGHOUT THE ENTIRE SECTION OF EACH PLANfER AREA fO A
DEPfH CONSISTENT WITH THE ROOT DEVELOPMENT OF PROPOSED
PLANT MA fERIAL.
Barriers Placed at Protedive Radius
.
.
.
.
2/3rd's dripline for hardwoods (6'min)
full dripline (or pines (6'mird
5. PLANTERS ADJACENT TO OR WITHIN VEHICULAR USE AREAS MUST
BE CONSTRUCTED SUCH THAT L1MEROCK, ASPHALT, CONCRETE OR ANY
OTHER OBSH~UCflONS DO NOT EXTEND UNDER THE SURFACE INTO
!HE PLANflNG AREAS.
'rnEE 3AfUlIC,);\OE O~' r I\IL
N.T.S.
6. THE PRACTICE OF TREE TRUNK WRAPPING AND THE APPLlCAflON OF
PAINTS/TAR ONTO PRUNED TREE BRANCHES IS NOT RECOMMENDED
BY THE INTERNATIONAL SOCIEN 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 WITH!IN THE FIRST GROWING SEASON INHIBITS ROOT
GROWTH, THE LANDSCAPE BUFFER STRIP MUST BE CONSTRUCTED
SUITABLE FOR PLANT MATERIAL INSTALLATION.
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THIS DRAWING IS AN INSTRUMENT (Jf' SE~' CE ill!)' ~;J~ff ,..t1!..N... ~~~;:-o((;f;'lli~{"Jf'" "rlE I
ENGINEER. AND SHALL NOT BE ~[PROOUCED, ' 'a~,j~, U}E,.j" ;:'ol./~\Y,;rJ;r' ~nlOOT
ll-IE CONSENT OF T'rl~EENGiN[rn/ ' ,(, q-.;iJPl;'~~~J".2,QO.Y""4:)Qt' ~~1ril~:tD ;;
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COPIES odrHd~0$~"",{.r;(~OT~vN,Jifur~LE'.SS,: ;':/ :r-l:"/ / .
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ABBREVIA no~s
S.:-.'&D = SET NAIL \\0 DISC tf. 6539
S,I.R. = SET IRO:\ ROD
S.c.:\1. = SET CO:\CRETE :\lONL:\1E'H
F,I.R. = FOU:-.' 0 lRO:\l ROD
f,O,P, = FOL'I OPE'I PIPE
f,P.P, = FODD PINCHED PIPE
FD,PKS
F,C.:\l
FD,;'i,&D,
B. :\1.
LFLEL
GAR.FLEL.
= FOL;"\D PK 'L\lL
= fOU;-..D CONC. :\10:\.
= FOU:\ID NAIL A\D DISC.
= BE:\CH :\lARK
= LO\\EST FLOOR ELEV,
= GARAGE FLOOR ELEV.
VAC\N r
IIOOD
DLD,
0';-f1
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0" L1"E ~u
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SEc'rI01'J a, 'rO\Vl'JSfIJP 29 sou'rfI, l{l\l'JGE L5 El\S'r
N
R\DIVS = 5000
A{{C = 61. .8'
CHORD = 61. .8'
CII. BR. S. 680 32'16" E.
CLt.~.R1VA1ER JIARBOR
R\DIlS = 1000
ARC = 60.00'
CHO{{D = 59.'J9'
CII. BR. S. 690 5 t' 16" E.
R\DIlS = .sooo
ARC = 61.0'
CIIORD = 61. t7'
CII. BR S. 690 It'H" E.
IX\D :\OT [:\eLl DED
0:\ PI..\T
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(P) = PLAT
(F) = .FIELD
(1\1) = ~IEASl!nED
(C) = CALCLLATED
>-;0 UNDERGROUND INSTALLATIONS OR HvlPROVE!\lENTS HAVE BEEN LOCATED EXCEPT AS >-;OTED
>-;0 INSTRU\1E"l TS OF RECORD REFLECTI~G EASE'vlE'\'TS, RIGH T OF \VA Y. A'\'DOR O\V'\'ERSHIP
WERE FLR..'\ISHED TO THIS SLRVEYOR EXCEPT AS '\'OTED A.,'\DOR SHOWN
~' ('lJV REI E SIIlEII.\L)';
~9
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2' ('OVRFIF Cl J<B
.,.7
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RADIUS = .880
J6' ,\SI'H,\I.l P,\ H.IID J
ARC = 60.00'
CIIORD = 60.00'
Cll.BR N.n 680 .32'16"W.
.c. ,. OHRHE\]) \\IRE.';II'P.)
RADIUS = t880
ARC = 60.00'
CHORD = 60.00'
CII. BR N. 690 It' n" \v.
,:7
GULF n~t Y BOULEVARD SOR11J (PLA lJ
lJA y,~. Y IJOULEVARD (FIELD)
60' RIGIIT,OF-WA Y
~
(:
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R\DICS = 1110
ARC = 61.1
CHORD = 61.15
CII. BR~. 690 5 t'16" W.
PH.EPARED WI IHOU r BElIIEFIf OF JIfLE CO~t~lI DIElII r POLICY
BE~cmt\RK : PI;\IELL\S COL~ IY B~l# 156 "0-3" ELEV, = 5.283
.
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FLOOD ZOl\E : "VARIES' ACCO{{DI~G TO F.I.R.~I. #115096-001 t-E, DATED: JULY 2, 1992
LEG\L UES( RII'IIO,"l;: Lors 21. 22 & 23 . i3L<)( K ,\
, R\ YSIDE Sl!BDIVISIO~ ~O. 5
,\S RECORDED 1'1/ PLU BOOK 38 . P,\GE(S) 38 . PLBLIC RECORDS Pli'iELL\S COLi'iIY, FLORIDA
AL!. j'J.J:VA nONS BAS!.]) ON
N,C~,V ])ATL'vl
131ARl:'-:GS BASI,!) 00.1
RECORDED PIA r
ADDRESS:
692 BA "\VA Y BOULEVARD
CLEAR\VATER, FLORIDA
TYPE OF SLn{VEY: RECORD lJSE
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