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GENERAL CONSTRUCTION NOTES
<br />I. ALL ELEVATIONS REFER TO THE NATIONAL GEODETIC VERTICAL DATUM (1929).
<br />2. LOCATIONS. ELEVATIONS. AND DIMENSIONS OF EXISTING UTILITIES. STRUCTURES. AND
<br />OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THE
<br />TIME OF PREPARATION OF THESE PLANS. THE CONTRACTOR SHALL VERIFY THE LOCATIONS.
<br />ELEVATIONS. AND DIMENSIONS OF ALL EXISTING UTILITIES. STRUCTURES AND OTHER,
<br />FEATURES AFFECTING, THIS WORK PRIOR TO CONSTRUCTION.
<br />3. THE CONTRACTOR SHALL CHECK PLANS FOR CONFLICTS AND DISCREPANCIES PRIOR TO
<br />CONSTRUCTION. THE CONTRACTOR SHALL NOTIFY THE OWNER'S ENGINEER OF ANY
<br />CONFLICT BEFORE PERFOR",'.NG ANY WORK IN THE AFFECTED AREA.
<br />A. THE CONTRAC-.-OIR SHALL EXERCISE EXTREME CAUTION IN AREAS OF BURIED UTILITIES AND
<br />SHALL PROVIDE AT LEAST 48 HOURS NOTICE TO THE VARIOUS !JTILITY COMPANIES IN
<br />ORDER TO PERMIT MARKING THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES IN
<br />ADVANCE OF CONSTRUCTION. BY CALLING FLORIDA SUNSHINE STATE ONE CALL_ CENTER
<br />OF FLORIDA. INC. AT 1-800-432-4770.
<br />5. THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE TO EXISTING FACILITIES.
<br />ABOVE OR BELOW GROUND. THAT MAY OCCUR AS A RESULT OF THE WORK PERFORMED
<br />BY THE CONTRACTOR.
<br />6. ALL uNDERGROUND UTILITIES MUST BE IN PLACE AND TESTED OR INSPECTED PRIOR TO
<br />ROADWAY BASE AND SURFACE CONSTRUCTION.
<br />7. IT IS THE CONTRACTOR'S RESPONSIBILITY TO BECOME FAMILIAR WITH THE PERMIT AND
<br />IN:>FECTION REQUIREMENTS Or THE VARIOUS- GOVERNMENTAL AGENCIES. THE
<br />CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. AND
<br />SCHEDULE INSPECTIONS ACCORDING TO AGENCY INSTRUCTION.
<br />8. AL!_ SPECIFICATIONS AND DOCUMENTS REFERRED TO SHALL BE OF LATEST REVISIONS
<br />ANC'/OR LATEST EDITION.
<br />ri.. ALL WORK PERFORMED SHALL COMPLY Wi1"H THE REGULATIONS AND ORDINANCES OF THE
<br />VARIOUS GOVERNMLNTAL AGENCIES HAVING JURISDICTION OVER THE WORK.
<br />10. CON-l-RACTOR SHALL SU'.MIT FOR APPROVAL TO THE OWNER'S ENGINEER SHOP
<br />DRA'N'.NGS ON ALL PRECASI AND MANUFACTURED ITEMS. FAILURE TO OBTAIN
<br />A.PPFIOVAL BEFORE INST.ALLA;ION MAY RESULT IN REMOVAL AND REPLACEMENT AT
<br />CONTRACTOR'S EXPENSE.
<br />i AT L_:AST 60RKI�•IG DAYS PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL NOTIFY
<br />1HE ENGINEER AND APPROPRIATE AGENCIES AND SUPPLY THEM WITH ALL APPROVED
<br />SHOP DRA'I'iINGS, THE CONTRACTOR'S NAME. STARTING DATE. PROJECTED SCHEDULE.
<br />AND OTHER INFORMATION AS REQUIRED. ANY WORK PERFORMED PRIOR TO NOTIFYING
<br />THE EN',1NEER OR WITHOUT AGENCY INSPECT -OR PRESENT MAY BE SUBJECT TO REMOVAL
<br />AND _rF`LACEMEN T AT THE COI'J T RACTOR' S EXPENSE.
<br />12. WORK ;-'ERFORMED UNDER THIS CONTRACT SHALL INTERFACE SMOOTHLY WITH OTHER
<br />t^JI_'RK BEING PERFORMED ON SITE_ BY OTHER CONTRACTORS AND UTILITY COMPANIES. IT
<br />Wi!._L SE NE�.:ESSARY FOR THE CONTRACTOR TO COORDINATE AND SCHEDULE HIS
<br />!;C'TIVITIES. Wr'FRE NECESSARY WITH OTHER CONTRACTOR AND UTILITY COMPANIES.
<br />I Al. 1 D i ! u ,,bE 1 AREAS WITHIN PURL- I RIGHT-OF-WAY ARE TO BE RESTORED TO OR I C i NAL
<br />"(Dr:1DITION OR BETTER.
<br />! RCF'AIP AND REPLACEMENT ;DF ALL PRIVATE AND PUBLIC PROPERTY AFFECTED BY THIS
<br />VORK "HALL. BE RESTORE" TO A CONDITION EQUAL TO OR BETTER THAN EXISTING
<br />;OfIDt ONS BEFORE COMMENCING CONSTRUCTION WORK UNLESS SPECIFICALLY
<br />EXtV1P :=D BY THE PLANS. ADDITIONAL COSTS ARE INCIDENTAL TO OTHER CONSTRUCTION
<br />AND i;tl EYI-I A COMPF"1S^T-",I, IS iC7 BE ALLOWED.
<br />ALL. J i S1 URBED AREAS 'PJH T CH AE NOT TO BE SODDED ARE TO BE SEEDED AND MULCHED
<br />r^ CD(IT STANF ^RDS /AND vL' INTA,NED UNTIL A SATISFACTORY STAND OF GRASS
<br />^RLF. FFIE RI- ":LATORY AGENCY" AND ENGINEER OF RECORD HAVE BEEN
<br />C,I'; I`.,F_L,. ANY WASHOUTS. PEGRADIN6. RESEEDING. AND GRASSING ''WORK. AND OTHER
<br />WORK '?'FOUIRED. WILL BI= FERFORMED BY THE CONTRACTOR/SUBCONTRACTOR
<br />UI'TIL. THE SYSTEM IS ACCEPT-D FOR MAINTENANCE BY THE REGULATORY ACE-NCY AND
<br />ENGi'vL' E.R OF RECORD.
<br />CL+' i;-R T 7 15G L' THE Fl_O';'C'A STATUTES REQUIRES THAT AN EXSAVA>OR NOTIFY ALL
<br />GA': i, T I- L I T I ES A MI N'I,*.'M C` T';' Wti )RK I HG DAYS PRIOR TO EXCAVATING. MAPS SHOW
<br />I- - -
<br />ICE AI'i=Ry ' P:?A i _ LOCAT I Qi'J CF GAS MAINS AND nr+ �i �.,,.� �T SHOWW SERVICE LINES. THE
<br />E \ :7 PR _7P_ R WAY , 0 LOCATE E I THER MAINS OR SERVICE I CE L T'`;ES IS BY AN ON-
<br />: T?:�N L TIE r'GLCTiVE GA': PERSONNEL.
<br />EXCAVA.,ORS ARE
<br />.!JCTE" 1 J L _`'HG;Jt. i E RESPEi : I VE GAS "oMPANY TWO WORK I N;DA't S
<br />r 0' .;.: ENTER I i'\.C. :. CONSTRUCT I ON AREA .
<br />RA.WINS,�" . ;!ai- C(:: 1TRAI.'IC.+' SI -�.i_!. BE RESPONSIBLE FOR RECORDING
<br />INFOFjMAT-101' ON r `>t--T OI- L ,+, ';-,OVEL, Fl 4N5 CONCURRENTL..Y WITI! CONSTRUCTION
<br />FROGRF. SS. WT TH 1 (2) 'WEEKS FOLLO`A'i NIG F I NA:. INSPECTION THE CONTRACTOR
<br />SH,-,!.!_ S ?M i 'i (iN : ( 1 ) SE I '.)F RECORD DR,i,'r; i i;'_ c TO THE ENG I VEER. THE
<br />F 1 N,,L RECORD DRAWI N�-S SHALL f:OMPL 7 W' TH THE F"CLI-r WI NG REQUIREMENTS:
<br />L: r ,'6NII NGS Tn PL= L_ .MARK'=D TO RI: CORD ACTUAL CONS i RUCTi ON
<br />2. )RAW!'N6 SHALT SHO4i ACTUAL_ !_OC,^TILL: OF ALL W; TER AND WASTEWATER
<br />!"PING AND REL.,TF=_) APPURTENANCES. E.OTH ABOVE :'�ND BELOW GROUND. ALL
<br />TO P I P I r4�; L.',CA.T I ON : N'ILUD I N'G HORIZONTAL_ d VERTICAL LOCATION'S OF
<br />TI_ I Tii a AL'P'JR'.__NAN'',E_S SHALL BI- CLEARLY SHOWN AID REFL.!;ENCED TO
<br />PL!�MA'vi='jT '511F?I: A":_ I im-ROv E MENT S. DRAWINGS SHALL ALSO SHOW ACTUAL
<br />STALi_LD P I PE MA';- , I I.. CLASS. ETC.
<br />3. ;_RA�vINGS SH/aLL CLEAR[_`! SHOW ALL I _LD CHANGE:": OF DIMENSION AND DETAIL
<br />I�1Cl111F` I NG CHAT:G;-S ,JADE BY FIELD ORDER OR BY CHANGE ORDER.
<br />SH,!\! L CLEARLY SHOW AL_ L 'AT': S NOT ON ORIGINAL LONTR�.CT
<br />u'I h'GS BU 1 CONS ERUCTED I N THE F 1 E-D , AL L EGU I PMENT AND PIPING
<br />TI0N SHALL BIF CARI-Y SIiOWN.
<br />5. !_O AT i i,i1S OF ALL MANr';iL_ ES. HYDRANTS. VALVE.:. & VALVE BOXES SHAI.L BE
<br />I+)WN A'VALVES SHALL BE REFERENCED FRC;Iv+ AlLEA T TWO (?) AND I_!_
<br />'Ri-:i EF?AFi_ THREE PERMAN'LNT POINTS.
<br />N{1VINr & GRADING 7FSTING AND nASPECTI0,N REQUIREMENTS
<br />I. T'-'L CCU, RAC TOR 1S RESPONSIBLE FOR CUORDINATING APPLICABLE TESTING WITH THE
<br />`)C.ILS Fkk3INEER.
<br />"I. C:LS ENGIi,!EER TO SUPPLY THE ENGINEER WITH A PHOTOCOPY OF ALL COMPACTION
<br />ESTS .,.AID ASPHALT RESULTS. THE SOILS ENGINEER IS TO CERTIFY TO THE ENGINEER
<br />OF kECORD IN WRITING T-HAT ALL TESTING REQUIREMENTS REQUIRED BY THE LOCAL
<br />AGENCY AND THE FLORIDA DEPARTMENT OF TRANSPORTATION (FDOT) FOR
<br />THE IMPROVEMENTS AS REQUIRED BY THE CONSTRUCTION DRAWINGS HAVE BEEN SATISFIED.
<br />3. CONTRACTOR 1-0 RE/IEW' SOIL REPORTS AND BORINGS PRIOR TO BIDDING THE PROJECT
<br />AND COMMEi!C I NG CONS i RUCTI ON.
<br />CLEARING AND SITE PREPARATION NOTES
<br />WATER SYSTEM NOTES
<br />I.
<br />PRIOR TO ANY SITE CLEARING. ALL TREES SHOWN TO REMAIN ON THE CONSTRUCTION
<br />!•
<br />A VERTICAL CLEARANCE OF 18 INCHES SHALL BE MAINTAINED BETWEEN SANITARY SEWERS
<br />PLANS SHALL BE PROTECTED IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY'S
<br />AND WATER MAINS. IF CLEARANCE CANNOT BE ACHIEVED BY ADJUSTING WATER MAINS
<br />TREE ORDINANCE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN THESE TREES
<br />THE SANITARY SEWER SHALL BE CONSTRUCTED OF DUCTILE IRON CLASS 54 A MINIMUM
<br />IN GOOD CONDITION. NO TREES SHOWN TO REMAIN SHALL BE REMOVED WITHOUT WRITTEN
<br />OF 10 FEE1 ON BOTH SIDES OF THE CONFLICT POINT. AS AN ALTERNATIV17 THE
<br />APPROVAL FROM THE OWNER. ONLY "GRADING BY HAND" IS PERMITTED WITHIN THE CANOPY
<br />SANITARY SEWER MAY BE PLACED IN A SLEEVE OR ENCASED IN CONCRETE FOR THE
<br />LINE OF TREES THAT ARE TO REMAIN.
<br />REQUIRED 10 FEET ON EACH SIDE OF THE CONFLICT POINT.
<br />2.
<br />THE CONTRACTOR IS TO PREPARE THE SITE PRIOR TO BEGINNING ACTUAL CONSTRLICTION
<br />2•
<br />A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS
<br />IN ACCORDANCE WITH THE SOILS TESTING REPORT. COPIES OF THE SOILS REPORT ARE
<br />AND SANITARY SEWER.
<br />AVAILABLE THROUGH THE OWNER OR THE SOILS TESTING COMPANY. QUESTIONS
<br />REGARDING SITE PREPARATION REQUIREMENTS DESCRIBED IN THE SOILS REPORT ARE TO
<br />3.
<br />ALL WATER MAINS SHALL HAVE A MINIMUM OF 36 INCHES OF COVER.
<br />BE DIRECTED TO THE SOILS TESTING COMPANY.
<br />4.
<br />ALL WATER SYSTEM WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
<br />3.
<br />CONTRACTOR SHALL CLEAR AND GRUB ONLY THOSE PORTIONS OF THE SITE NECESSARY
<br />SPECIFICATIONS.
<br />FOR CONSTRUCTION. DISTURBED AREAS W'.I_L_ BE SEEDED. MULCHED. OR PLANTED WITH
<br />OTHER APPROVED LANDSCAPE MATERIAL IMMEDIATELY FOLLOWING CONSTRUCTION.
<br />5.
<br />CONFLICTS BETWEEN 'WATER AND STORM bH S NITARY SEWER TO BE RESOLVED BY
<br />ADJUSTING THE WATER LINES AS NECESSARY.
<br />4.
<br />THE TOP 4" TO 6" OF GROUND REMOVED DURING CLEARING AND GRUBBING SHALL BE
<br />STOCKPILED AT A SITE DESIGNATED BY THE OWNER TO BE USED FOR LANDSCAPING
<br />6.
<br />CONTRACTOR TO INSTALL TEMPORARY BLOW -OFFS AT THE END OF WATER SERVICE
<br />PURPOSES. UNLESS OTHERWISE DIRECTED BY THE OWNER.
<br />LATERALS TO ASSURE ADEQUATE FLUSHING AND DISINFECTION.
<br />5.
<br />ALL CONSTRUCTION DEBRIS AND OTHER WASTE MATERIAL SHALL BE DISPOSED OF OFF-
<br />7.
<br />THRUST BLOCKING SHALL BE PROVIDED AT ALL FITTINGS AND HYDRANTS AS SHOWN ON
<br />SITE IN ACCORDANCE WITH APPLICABLE REGULATIONS.
<br />DETAILS.
<br />6.
<br />CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS AND APPROVALS PRIOR TO REMOVING
<br />8.
<br />MATERIALS AND CONSTRUCTION METHODS FOR WATER DISTRIBUTION SYSTEM SHALL BE
<br />ANY EXISTING STRUCTURES.
<br />IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY CODES. PLANS. AND
<br />SPECIFICATIONS FOR CONSTRUCTION. LATEST REVISION THEREOF AND SUPPLEMENTAL
<br />7.
<br />IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY ALL UTILITY COMPANIES TO
<br />SPECIFICATIONS THERETO. APPROVAL AND CONSTRUCTION OF ALL POTABLE WATER
<br />DISCONNECT OR REMOVE THEIR FACILITIES PRIOR TO REMOVING OR DEMOLISHING ANY
<br />SERVICE MAIN EXTENSIONS AND CONNECTIONS MUST BE COORDINATED THROUGH THE
<br />EXISTING STRUCTURES FROM THE SITE.
<br />LOCAL REGULATORY AGENCY DEPARTMENT OF PUBLIC UTILITIES.
<br />8.
<br />THE LOCATION OF ALL EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN DETERMINED
<br />FROM THE BEST INFORMATION AVAILABLE AND ARE GIVEN FOR THE CONVENIENCE OF THE
<br />CONTRACTOR/SUBCONTRACTOR. THE ENGINEER ASSUMES NO RESPONSIBILITY FOR
<br />ACCURACY PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITY. IT SHALL BE THE
<br />CONTRACTOR'S/SUBCONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES
<br />AND TO MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATIONS OF THESE
<br />UTILITIES WITH THE OWNER OF THE UTILITY. THE CONTRACTOR /SUBCONTRACTOR SHALL
<br />WATER SYSTEM TESTING AND INSPECTION REQUIREMENT NOTES
<br />EXERCISE CAUTION WHEN CROSSING ANY UNDERGROUND UTILITY. WHETHER SHOWN ON
<br />THE PLANS OR LOCATED BY THE UTILITY COMPANY. ALL UTILITIES WHICH INTERFACE
<br />WITH THE PROPOSED CONSTRUCTION SHALL BE RELOCATED BY THE RESPECTIVE UTILITY
<br />I.
<br />ALL COMPONENTS OF THE WATER SYSTEM. INCLUDING FITTINGS. THRUST BLOCKING.
<br />HYDRANTS. CONNECTIONS. AND VALVES SHALL REMAIN UNCOVERED UNTIL PROPERLY
<br />COMPANIES AND THE CONTRACTOR/SUBCONTRACTOR SHALL COOPERATE "'TTH THE
<br />PRESSURE TESTED AND ACCEPTED BY THE OWNER'S ENGINEER. PRESSURE TESTS TO
<br />UTILITY COMPANIES DURING RELOCATION OPERATIONS. ANY DELAY OR INCONVENIENCE
<br />CAUSED TO THE CONTRACTOR/SUBCONTRACTOR BY THE VARIOUS UTILITIEU SHALL BE
<br />BE IN ACCORDANCE WITH WATER DEPARTMENT SPECIFICATIONS. CONTRACTOR TO
<br />INCIDENTAL TO THE CONTRACT AND NO EXTRA COMPENSATION WILL BE ALLOWED.
<br />NOTIFY OWNER'S ENGINEER AND COUNTY INSPECTORS 48 HOURS IN ADVANCE OF
<br />PERFORMING TESTS.
<br />2.
<br />CONTRACTOR TO PERFORM CHLORINATION AND BACTERIOLOGICAL SAMPLING AND OBTAIN
<br />CLEARANCE OF DOMESTIC WATER SYSTEM. COPIES OF ALL BACTERIOLOGICAL TESTS TO
<br />BE SUBMITTED TO OWNER'S ENGINEER.
<br />PAVING AND GRADING NOTES
<br />1.
<br />THE CONTRACTOR; SHALL BE RESPONSIBLE FOR PROTECTING EXCAVATIONS AGAINST
<br />COLLAPSE AND WILL PROVIDE BRACING SHEETING OR SHORING AS NECESSARY.
<br />TRENCHES SHALL BE KEPT DRY WHILE PIPE AND APPURTENANCES ARE BEING PLACED.
<br />DEWATER I NG SHALL BE USED AS REQUIRED.
<br />SANITARY SEWER NOTES
<br />2.
<br />CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWATERING PERMITS FROM
<br />I.
<br />A HORIZONTAL SEPARATION OF 10 FEET SHALL BE MAINTAINED BETWEEN WATER MAINS AND
<br />THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY AGENCY.
<br />SANITARY SEWER.
<br />3.
<br />PROPOSED SPOT ELEVATIONS REPRESENT FINISHED PAVEMENT OR GROUND SURFACE
<br />2.
<br />ALL SANITARY SEWER WORK SHALL CONFORM WITH LOCAL REGULATORY STANDARDS AND
<br />GRADE UNLESS OTHERWISE NOTED ON DRAWINGS.
<br />i
<br />SPECIFICATIONS.
<br />4.
<br />IF CLRBING IS REQUIRED, IT WILL BE PLACED AT THE EDGE OF ALL PAVEMENT.
<br />3.
<br />SANITARY SEWER MAINS AND LATERALS SHALL HAVE A MINIMUM COVER OF THREE (3) FEET
<br />AND SHALL BE INSTALLED ACCOMPANIED BY A METAL TAPE SIMILAR TO "TERRATAPE"
<br />�.
<br />IT N1o.Y BE NECESSARY TO FIELD ADJUST PAVEMENT ELEVATIONS TO PRESERVE THE ROOT
<br />COLORED GREEN AND LAID ONE FOOT ABOVE THE PIPE.
<br />SYSTEMS OF TREES SHOWN TO BE SAVED. CONTRACTOR TO COORDINATE WITH OWNER'S
<br />ENGINEER PRIOR TO ANY ELEVATION CHANGES.
<br />q-g t7-6& wcj) 5
<br />6.
<br />CONTRACTOR TO PROVIDE A 1/2" BITUMINOUS EXPANSION JOINT MATERIAL WITH SEALER
<br />r
<br />3"I �`�Y�'�l�'��'� �'1`'N� 60-r
<br />AT ABUTMENT OF CONCRETE AND ANY STRUCTURE.
<br />7.
<br />ALL PAVEMENT MARKINGS SHALL CONFORM TO FDOT STANDARD INDEX NO. 17346.
<br />SANITARY SEWER TESTING AND INSPECTION REQUIREMENT NOTES
<br />SHEETS 1-7.
<br />I.
<br />ALL GRAVITY SEWER PIPING SHALL BE SUGJECT TO A VISUAL INSPECTION BY ThE OWNER'S
<br />3.
<br />CONTRACTOR SHALL TRIM. TACK. AND MATCH EXISTING PAVEMENT AT _OCATIONS WHERE
<br />ENGINEER. CONTRACTOR TO NOTIFY THE ENGINEER 4C' HOURS IN ADVANCE TO SCHEDULE
<br />NEW PAVEMENT MEETS EXISTING PAVEMENT.
<br />INSPECTION.
<br />9.
<br />CONTRACTOR IS TO PROVIDE EROSION CONTROL/SEDIMENTATION BARRIER (HAY BALES
<br />OR SILTATION CURTAIN) TO PREVENT SILTATION OF ADJACENT PROPERTY. STREETS.
<br />AND STORM SEWERS. IN ADDITT(.-)N. CONTRACTOR SHALL F-LACE STRAW. MULCH. OR OTHER
<br />SUITABLE MATERIAL_ I7jN GROUND IN AREAS WHERE CONSTRUCTION RELATED TRAFFIC IS
<br />TO ENTER AND EXIT THE SITE. IF. IN THE OPINION OF T,E ENGINEER AND/OR LOCAL_
<br />AUTHORITIES. EXCESST'✓E QUANTITIES OF EARTH ARE TRANSPORTED OFF -SITE EITHER
<br />BY NATURAL DRAINAGE OR BY VEHICULAR TRAFFIC. THE CONTRACTOR IS TO REMOVE
<br />SAID EARTH TO T'IE SATISFACTION OF THE ENGINEER AND/OR AUTHORITIES.
<br />10.
<br />IF WIND EROSION BECOMES SIGNIFICANT DURING CONSTRUCTION. THE CONTRAC1OR
<br />SHALL STABILIZE THE AFFECTED AREA USING SPRINKLING. IRRIGATION. OR OTHER
<br />;y,_".EPTABL.E METHODS.
<br />11.
<br />THERE IS TO BE NO DISCHARGE (I.E. PUMPING. SHEET FLOW. SWALE. DITCH. ETC.)
<br />IN10 EXI'_TING DITCHES OR CANALS WITHOUT THE USE OF SETTLING PONDS. IF THE
<br />CONTRACTOR DESIRES TO DISCHARGE INTO THE EXISTING DITCHES OR CANALS A
<br />SETTLING POND PLAN PREPARED BY THE CONTRACTOR MUST BE SUBMITTED TO AND
<br />APPROVED BY THE ENGINEER OF RECORD AND LOCAL REGULATORY AGENCY PRIOR TO
<br />CONSTRUCTION.
<br />DRAINAGE SYSTEM CONSTRUCTION NOTES
<br />I. STANDARD IND'LXES R:=FER TO THE LATEST EDITION OF FDOT "ROADWAY AND TRAFFIC
<br />DESIGN STANDARDS".
<br />2. ALL STORM SEWER PIPE SHALL BE REINFORCED CONCRETE CLASS III (ASTM C-76) WITH
<br />RUBBER GASKET JOINTS UNLESS OTHERWISE NOTED ON PLANS. ALL DRAINAGE STRUCTURES
<br />SHALL BE IN ACCORDANCE WITH FDOT ROADWAY AND TRAFFIC DESIGN STANDARDS UNLESS
<br />OTHERWISE NOTED ON PLANS.
<br />3. P'DE LENGTHS SHOWN ARE APPROXIMATE AND TO THE CENTER OF DRAINAGE STRUCTURES
<br />WITH THE EXCEPTION OF MITERED END AND GLARED END SECTIONS WHICH ARE
<br />INCLUDED IN LENGTHS.
<br />4. ALL DRAINAGE STRUCTURE GRATES AND COVERS WITHIN TRAFFIC AREAS SHALL BE
<br />TRAFFIC RATED FOR H-20 LOADINGS.
<br />5. CONTRACTOR TO SOD THE DETENTION POND AS INDICATED ON PLANS WITHIN ONE WEEK
<br />FOLLOWING CONSTRUCTION OF THE POND.
<br />6. ALL STORM DRAINAGE STRUCTURES 'DEEPER THAN TEN (10 ) FEET TO HAVE LADDER BARS.
<br />7. CONTRACTOR IS RESPONSIBLE FOR OBTAINING THE NECESSARY DEWWATERING PERMITS FROM
<br />THE LOCAL WATER MANAGEMENT DISTRICT OR OTHER REGULATORY ,GENCY.
<br />8. PROTECTION OF EXISTING STORM SEWERS SYSTEMS:
<br />DURING CONSTRUCTION. ALL STORM SEWER INLETS IN THE VICINITY OF THE PROJECT
<br />SHALL BE PROTECTED BY SEDIMENT TRAPS SUCH AS SECURED HAY BALES. SOD. STONE.
<br />ETC.. WHICH SHALL BE MAINTAINED AND MODIFIED AS REQUIRED BY CONSTRUCTION
<br />PROGRESS.
<br />9. MATERIALS AND CONSTRUCTION METHODS FOR STREETS AND STORM DRAINAGE.
<br />CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LOCAL REGULATORY AGENCY AND
<br />THE FLORIDA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ROAD
<br />AL"D BRIDGE CONSTRUCTION. 1996. OR LATEST REVISION THEREOF AND SUPPLEMENTAL
<br />SPECIFICATIONS THERETO.
<br />10. CLASS "B" TYPE I BEDDING SHALL BE USED UNLESS INDICATED OTHERWISE ON THE
<br />DRAWINGS. OR BY THE ENGINEER.
<br />TESTING AND INSPECTION REQUIREMENTS
<br />I. THE STORM DRAINAGE PIPING SYSTEM SHALL BE SUBJECT TO A VISUAL INSPECTION
<br />BY THE OWNER'S ENGINEER PRIOR TO THE PLACEMENT OF BACKFILL. CONTRACTOR
<br />TO NOTIFY THE ENGINEER 48 HOURS IN ADVANCE TO SCHEDULE INSPECTION.
<br />2. THE CONTRACTOR SHALL MAINTAIN THE STORM DRAINAGE SYSTEMS UNTIL FINAL
<br />ACCEPTANCE OF THE PROJECT. THE STORM SYSTEM WILL BE INSPECTED BY THE OWNER'S
<br />ENGINEER PRIOR TO APPROVAL FOR CERTIFICATE OF OCCUPANCY PURPOSES.
<br />SAFETY NC -TES
<br />I. DURING THE CONSTRUCTION AND/OR MAINTENANCE OF THIS PROJECT. ALL SAFETY
<br />REGULATIONS ARE TO BE ENFORCED. THE CONTRACTOR OR HIS REPRESENTATIVE SHALL.
<br />BE RESPONSIBLE FOR THE CONTROL AND SAFETY OF THE TRAVELING FUCLIC AND THE
<br />SAFETY OF HIS PEF.SOIJNEL. LABOR SAFETY REGULATIONS SHALL CONFORM TO THE
<br />PROVISIONS SET FORTH BY OSHA IN THE FEDERAL. REGISTER OF HE DEPARTMENT OF
<br />TRANSPORTATION.
<br />2. THE MINIMUM STANDARDS AS SET FORTH IN THE CURRENT EDITION OF THE. STATE OF
<br />FLORIDA. MANUAL ON TRAFFIC CONTROL AND SAFE PRACTICES FOR STREET AN1, HIGHWAY
<br />CONSTRUCTION. MAINTENANCE AND 'JTILITY OPERATIONS SHALL BE FOLLOWED N THE
<br />DESIGN APPLICATION. INSTALLATION, MAINTENANCE. .AND REMOVAL OF ALL T'A.FFIC
<br />CONTROL DEVICES. WARNING DEVICES. AND BARRIERS NECESSARY 1-0 PROTECT TF•E
<br />PUBLIC AND WORKMEN FROM HAZARDS WITHIN THE PROJECT LIMITS.
<br />3. ALL TRAFFIC CONTROL MARKINGS AND DEVICES SHALL CONFORRM TO THE PROVI IGINS SET
<br />FORTH IN E
<br />T
<br />F0 R THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES PREPARED BY, IE U.S.
<br />DEPARTMENT OF TRANSPORTATION FEDERAL HIGHWAY ADMINISTRATION.
<br />4. iL SHALL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO COMPLY AND L':FORCE
<br />ALL APPLICABLE SAFETY REGULATIONS. THE ABOVE INFORMATION F',�,S BEEN ROV I DED
<br />FOR THE CONTRACTOR'S INFORMATION ONLY AND DOES NOT IMPLY THAT THE 01; ;E (3,1
<br />ENGINEER WILL INSPECT AND/OR ENFORCE SAFETY REGULAi.,0,NS.
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<br />-7`p ---
<br />126 Third Avenue North. Suite 102
<br />Safety larbor. Florida 34695
<br />Phone: (813) 725-0111 Fax: !813) 725-0209
<br />Architecture -Planning Engineering
<br />AAC002095 cao006092
<br />5300 WEST CYPRESS STRF;ra
<br />SUITE 300
<br />TAMPA. FLORIDA 33307
<br />Ph.i813) 877-7275
<br />POST, BUCELk Y, SCNUN B JERNIGAN, :4C.
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