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C 0 COVER SHEET } 6/29715
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C 1 DEMOLITION & SITE SURVEY PLAN
C 2 DEMOLITION & NEW DRAINAGE CULVERT CONSTRUCTION
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FILE OF NEW DRAINAGE C 3 PLAN & PRO G CULVERT
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DATE
E.I.E.: 4.09' 06/29/15
INSTALL 160 LF _ 15" HDPE -12 CORRUGATED
EXISTING
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CULVERT PIPE
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SHEET No.
@0+00 10+50 11+00 11+50 12+00 12+50 13+00 C
4TH STREET WEST UNDERGROUND UTILITY PROFILE
VER .SCALE" 1" PRELIMINARY = NOT FOR CONSTRUCTION 40F5
VERT. SCALE 1" = 1'
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GENERAL NOTES: LEGAL DESCRIPTION
1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL 20:THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TOT ENGINEER (AND CITY OF ATLANTIC LOTS 4, 5 AND 6, BLOCK 77, ATLANTIC BEACH SECTION H, ACCORDING TO THE PLAT THEREOF AS E G
RELATIVE SECTIONS OF CITY OF ATLANTIC BEACH STANDARD SPECIFICATIONS FOR BEACH) IF REQUIRED ON ALL MATERIALS, FOR REVIEW AND APPROVAL PRIOR RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CITY OF ATLANTIC BEACH, FLORIDA, (LATEST REVISION)AND ALL CURRENT ATLANTIC TO PURCHASE OR FABRICATION OF ANY UTILITY PIPE OR STRUCTURE.
BEACH PUBLIC WORKS STANDARD DETAILS. z
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21. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE
2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND CONSTRUCTED TO CONFORM WITH ST.. JOHNS COUNTY C R FDOT REQUIREMENTS (WHICHEVER HAVE
GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE THE MORE STRINGENT CONDITIONS)AND SHALL BE CONSTRUCTED TO CONFORM WITH ~
WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND ANY THE LINES AND GRADES DEPICTED UPON THE APPROVEIE ENGINEERING DRAWINGS.
DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS W a
PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. REGULATIONS 22. THE CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES,ETC. ARE
AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS CLEAN AND FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE.
PRICE.
23. ALL DRAINAGE STRUCTURES SHALL BE EQUIPPED WITH IRAFFIC BEARING GRATES'. '
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING`THE JOB SITE PRIOR TO N
PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE 24. ALL DRAINAGE PIPE JOINTS WITHIN CITY DRAINAGE EASE ENTS OR RIGHTS-OF-WAY N
NATURE AND THE EXTENT OF THE
WHICH MAY AFFECT TTHE RK TO BE PERFORMED, AND THE SHALL BE FILTER-WRAPPED IN ACCORDANCE WITH CITY REQUIREMENTS.
ORm
EQUIPMENT, LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE 25. ALL INVERTS IN DRAINAGE STRUCTURES ARE TO BE PRECAST OR OF BRICK CONSTRUCTION
Q
THE CONTRACTOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE WITH A LAYER OF MORTAR BETWEEN EACH LAYER OF BK;R COR REDDI-MIX CONCRETE W
CONTRACTOR IS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE ROUTE WITH No. 57 STONE. o
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(DC14
THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, N
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AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE• 26:UNSUITABLE MATERIALS UNDER WATER MAINS, SANITAR SEWER PIPING, STORM PIPING 73w Q
TO THE CONSTRUCTION OF THE PROJECT. OR STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY
COMPACTED. Q Z o O N
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD Z_ w o LL m
EXPLORATION OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO 27. ALL WATER MAINS WITHIN THE CITY RIGHT-OF-WAY SHALLBE CONSTRUCTED USING C-900 DR 25
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ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL _PVC PIPE WITH A MINIMUMCOVER0FROM MINIM M COVER UNDER PAVED SURFACES. O >
AND/OR TO ESTIMATE THE AMOUNT OF OFF-SITE BORROW THAT WILL BE REQUIRED. PAVED VECHICULAR SURFACES ESAND 36INCHES O � Y � zrn
5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE 28. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE WITH
AND IN THE PRESENCE OF
(Azd0
LEE O
OWNER/DEVELOPER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE REPRESENTATIVES OF THE CITY OF ATLANTIC BEACH. U U
BY THE OWNER.IF THE WORK IS IN CITY RIGHT-OF-WAY OR EASEMENT, THE Q
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CONTRACTOR'S ONE YEAR WARRANY SHALL EXTEND TO THE CITY OF ATLANTIC 29. PIPE RESTRAINTS ARE REQUIRED IN ACCORDANCE WITH CITY STANDARDS,
.BEACH. WHERE WATER MAINS ARE TERMINATED AND AT ALL BEN DSAND TEES.
00
6.TOPOGRAPHIC ELEVATIONS ARE BASED ON N.A.V.D. DATUM OF 1988. 30.ALL WATER AND SEWER CONSTRUCTION AND MATERIALIE SHALL CONFORM TO CURRENT
THE NAVD-88 BENCHMARK DATUM WAS TAKEN FROM A MONUMENT LOCATED NEAR CITY AND FDEP STANDARDS AND SPECIFICATIONS Be 18„ MAX: I
THE INTERSECTION OF 2nd STREET WEST AND MAYPORT ROAD. Be 12 MIN.
31. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOF I TO PREPARATION OF SUBGRADEpMP CITED W mit
7. TOPOGRAPHIC AND BOUNDARY INFORMATION: SEE SURVEY NOTES THIS SHEET. FOR PAVEMENT. GRATE NOT
BACKFILLSHOWN 2"x2"x1/4"ANGLE IRON SEAT SII
8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY 32. ALL SANITARY SEWER MAINS SHALL BE PVC (ASTM-3034) 3DR 35 FOR DEPTHS TO 15 FEET SHEETING
TO PERFORM MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF AND SDR-26 FOR DEPTHS 15 FEET OR GREATER. M
ATLANTIC BEACH REQUIREMENTS. THIS SHALL INCLUDE DENSITY TESTS IN ALL
PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS 33. WATER AND SEWER LINES ARE DESIGNED TO PROVIDE A MINIMUM COVER FROM FINISHED GRADES, < 3/4" CHAMFER
AND ALL OTHER MATERIAL TESTING. AND SHALL BE PROTECTED UNTIL FINISHED GRADES ARE ESTABLISHED AND WORK IS COMPLETE. \ 4 - 114 Be
i CID
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS 34. W 1 4" MIN
GENERAL, WHEN WATER MAINS ARE CONSTRUCTED PARALLEL TO SANITARY AND/OR STORM COMPACTED G .
AND INSURANCE REQUIRED FOR THE PROJECT, INCLUDING CITY OF ATLANTIC BEACH SEWERS;A MINIMUM HORIZONTAL SEPARATION OF 10 FE ET SHALL BE MAINTAINED. IN CIRCUMSTANCES GRANULAR
RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY RIGHT-OF-WAY OR EASEMENT. WHERE THIS IS NOT POSSIBLE OR PRACTICAL,A WATER MAIN MAY BE LAID CLOSER THAN 10 FEET TO, MATERIAL
OR ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE. SIDE OF THE SEWER AND AT SUCH AN ELEVATION PLAN
10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OR STATE THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 1 CHES ABOVE THE TOP OF THE SEWER, UNLESS HALF SECTION HALF SECTION W
OF TRAFFIC AND
OTHERWISE APPROVED BY DER OR HRS. � W
FOR MAINTENANCE
WI H THE PROPER AGENCIES OHEFTED TRENCH
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RIGHT-OF-WAY TS UNSHEETED TRENCH
METHOD OF CONSTRUCTION AND REPAIR. TYPE II 0 J
35. IN CIRCUMSTANCES WHERE A WATER MAIN CROSSES EI HER A SANITARY OR STORM SEWER LINE,A MINIMUM 8" 24" 8" O
COMPACTED GRANULAR BEDDING
11. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES WITH ALL OTHER VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED, SUCH THAT THE BOTTOM OF THE WATER MAIN IS � � Q
CONTRACTORS INVOLVED iN THE WORK. IN THE EVENT OF ANY CONFLICT WHATSOEVER, 18 INCHES ABOVE THE TOP OF THE SEWER LINE.IN CIRC MSTANCES WHERE THE 18 INCH VERTICAL SEPARATION 5-3/4" 2-1/4" 5-3/4" J F
RACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING IS NOT POSSIBLE OR PRACTICAL TO OBTAIN, THE WATER MAIN CROSSINQ W
THE C
ONT G MAY BE CONSTRUCTED USING 71
AT THE POINTILE IRON PIPE AND INSTALLED IN SUCH A FASHION S TO CENTER THE DUCTILE IRON PIPE BeBc 18" MAX 2"
DUCTILE I
WITH CONSTRUCTION. ALL EXPOSED CORNERS D
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i OF CROSSING.SUCH THAT NO TWO PIPE JOINTS ARE WITHIN 10 FEET OF EACH OTHER. IN SUCH AN INSTALLATION, i AND EDGES TO BE z
12,
,AS-BUILT DRAWINGS- DRAINAGE "AS-BUILT DRAWINGS PROVIDED TO THE CITY OF A MINIMUM VERTICAL SEPARATION OF 6 INCHES SHALL B MAINTAINED AT THE POINT OF CROSSING. Be+ 12 " MIN. Lu
ATLANTIC BEACH &THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ARE REQUIRED ALTERNATIVELY, THE WATER MAIN MAY BE INSTALLED WITHIN A DUCTILE IRON SLEEVE, WHICH MUST BE Be CHAMFERED 3/4" Q Q V
TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR, THEREFORE,IT
CENTERED AT THE POINT OF CROSSING SUCH THAT THE ENDS OF THE PIPE SLEEVE ARE NO CLOSER THAN Z>N1." y
2"x2"x1/4 ANGLE -
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SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR,: FEET FROM.ANY SEWER LINE PIPE JOINT. WHEN CHOOSI GTO USE A PIPE SLEEVE INSTALLATION, EACH ENDO
REGISTERED IN THE STATE OF FLORIDA, FOR THE PREPARATION, FIELD LOCATIONS, THE PIPE SLEEVE SHALL BE FILLED WITH GROUT TO SEA THE CARRIER PIPE FROM POTENTIAL CONTAMINATION.' �� CAREFULLY IRON SEAT W O Q Z
II' CERTIFICATION AND SUBMITTAL OF "AS-BUILT"DRAWINGS IN ACCORDANCE WITH CURRENT ALL DUCTILE IRON PIPE USED IN THESE INSTALLATIONS HALL BE CLASS 50 OR HIGHER. / COMPACTED lY LL
ST. JOHNS COUNTY STANDARDS AND SPECIFICATIONS,AND ST. JOHNS RIVER WATER k v BACKFILL J
> Z = .4
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MANAGEMENT DISTRICT'REGULATIONS. IT IS THE CONTRACTORS RESPONSIBILITY TO
36. THE CONTRACTOR,SHALL AVOID SERVICE'INTERRUPTIO SAND MAINTAIN ANY
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T MEET THE SY TEM DEMANDS AT ALL r `� V
PROCESS THE AS-BUILT DRAWINGS FOR APPROVAL THROUGH CITY ATLANTIC BEACH. EXISTING WATER AND SEWER SERVICE O / Lu
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CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL. _ o' m
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13. ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 4 3 HOURS IN ADVANCE p (_U J
CITY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED AND OF ANY INTERRUPTION OF SERVICE. F Z
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TESTED IN ACCORDANCE WITH CITY OF ATLANTIC BEACH STANDARDS AND SPECIFICATIONS. 6Q
37. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT
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CHANNELIZED BOTTOM
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14. THE CONTRACTOR IS REPSONSIBLE FOR THE PROTECTION OF ALL SURVEY AND PROPERTY STAND OF SOD AND/OR GRASS ALONG THE ROUTE OFT E PROPOSED UTILITYN
MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH EXTENSION(S)WITHIN THE CITY RIGHT-OF-WAY PURSUA SHAPED BOTTOM
TTO CITY OF SLOPE 1/2" PER FT(0F- Q I=
THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. ATLANTIC BEACH AND/OR FDOT STANDARDS. 0.5 Be SUITABLE UNDISTRURBED SOIL Z O H
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A CONSUMPTIVE USE PERMIT C.U.P IT HALF SECTION HALF SECTION Z 0
15. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFFSITE BY CONTRACTOR. . 38. IF DEWATERING CAPACITY REQUIRES ( ),
SHEETED TRENCH UNSHEETED TRENCH MIN. BEARING CAPACITY 2;000 PSF J
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTA N THE PERMIT THROUGH 0- Z
16. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE ST. JOHNS RIVER WATER MANAGMENT DISTRICT. TYPE L ZREINFORCE BASE SLAB w/#4 @ 6' O.0 E.W. Q
THE CONTRACTOR, UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. SHAPED BOTTOM w/TAMPED BACKFILL J W
39. ALL GATE VALVES SHALL BE CITY STANDARD. VALVES SHikLL BE MECHANICAL JOINT, CAST IRON, BRONZE W W
17.ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN Y TURNING TO THE LEFT. VALVES SHALL BE RATED SECTION > >
AT 200 PSI WORKING PRESSURE AND 400 PSI TEST PRESSURE. CLASS B BEDDING DETAILS > Z
18. BURNING OF BRUSH AND OTHER MATERIALS SHALL BE APPROVED; PERMITTED AND NOT TO SCALE W'
COORDINATED WITH THE CITY OF ATLANTIC BEACH FIRE MARSHAL. 40. ALL CITY CONDUIT WORK SHALL BE COMPLETED PRIOR T PRESSURE TESTING OF WATER AND SANITARY
TYPE C CATCHBASIN V
FORCE MAINS.
NOT TO SCALE
19. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN
ON THE DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN 41. ALL WATER MAINS SHALL BE BACTERIOLOGICALLY TESTE D AND PRESSURE TESTED AT 150 PSI FOR 2 HOURS O
FIELD VERIFIED. THE LOCATIONS ARE APPROXIMATE.THE CONTRACTOR SHALL NOTIFY IN ACCORDANCE WITH AWWA STANDARDS AND J.E.A.RE UIREMENTS. NO CONNECTION TO THE EXISTING
RESPECTIVE UTILITY OWNERS AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER'LINES HAVE BEEN PRESSURE
AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY CONSTRUCTION. IF THE TESTED, DISINFECTED AND CLEARED FOR SERVICE. THE ENGINEER MUST BE NOTIFIED 48 HOURS PRIOR
LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE CONTRACTOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRE SENT WHEN THE TEST IS PERFORMED.
SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DESCREPANCY
SHOULD BE RESOLVED PRIOR TO COMMENCING'CONSTRUCTION. THE CONTRACTOR
SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING DRAWN By
UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR JKQ.JR
OR PAY FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS.
CHECKED BY
PRIOR TO COMMENCMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY
ALL GRADES, INVERTS AND ANY TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH JKQ JR
HE SHALL CONNECT. DATE L
6/29/15
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SURVEY NOTES: a
1. BOUNDARY SURVEY PERFORMED BY. ROONEY&SONS, 950Lu1-1 NORMANDY BOULEVARD JACKSONVILLE FLORIDA 32221
P. O. BOX 6957, JACKSONVILLE, FL.32236-6597, TELEPHONE No.: 904-626-5138; CERTIFIED BY ANTHONY PAUL O'NEIL. �
P.L.S. No::5684- DATED FEBRUARY 10, 2015 ,;, '
I, 2. TOPOGRAPHIC AND BOUNDARY SURVEY PERFORMED BY: ROONEY & SONS, DATED FEBRUARY 40, 2015: Lu
INE OF WEST 4TH STREET HELD FIXED AS BEING N 72°54'40"W
3. SURVEY BEARINGS ARE BASED ON THE NORTHERLY RIW L
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4. TOPOGRAPHIC BENCHMARK LOCATION AND DATUM: NAIL IN POWER POLE- SOUTHWEST CORNER OF PROPERTY- ELEV.: 11.24' (NAVD)
NAVD DATUM TAKEN FROM GEODETIC SURVEY MARKER LOCATED NEAR WESTERLY RNV LINE OF MAYPORT ROAD, JUST SOUTH OF 2ND STREET.
5. FEMA FLOOD MAP PANEL No.: 12031C408H, DATED JUNE 3, 2013, DUVAL COUNTY
6. FEMA FLOOD ZONE DESIGNATION:ZONE "X"
SHEET No.
7. LEGAL DESCRIPTION SHOWN ON SHEET C-4
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GENERAL NOTES: LEGAL DESCRIPTION
1. ALL WORK AND MATERIALS SHALL BE IN COMPLETE ACCORDANCE WITH ALL 20:THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TOT ENGINEER (AND CITY OF ATLANTIC LOTS 4, 5 AND 6, BLOCK 77, ATLANTIC BEACH SECTION H, ACCORDING TO THE PLAT THEREOF AS E G
RELATIVE SECTIONS OF CITY OF ATLANTIC BEACH STANDARD SPECIFICATIONS FOR BEACH) IF REQUIRED ON ALL MATERIALS, FOR REVIEW AND APPROVAL PRIOR RECORDED IN PLAT BOOK 18, PAGE 34 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
CITY OF ATLANTIC BEACH, FLORIDA, (LATEST REVISION)AND ALL CURRENT ATLANTIC TO PURCHASE OR FABRICATION OF ANY UTILITY PIPE OR STRUCTURE. Z
BEACH PUBLIC WORKS STANDARD DETAILS. z D
21. ALL PIPE LENGTHS ARE SCALED DIMENSIONS. ALL DRAINAGE STRUCTURES SHALL BE O U
2. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND CONSTRUCTED TO CONFORM WITH ST, JOHNS COUNTY C R FDOT REQUIREMENTS (WHICHEVER HAVE U)
GUIDELINES OF O.S.H.A. SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE THE MORE STRINGENT CONDITIONS)AND SHALL BE CONSTRUCTED TO CONFORM WITH cf) ~
WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES, AND ANY THE LINES AND GRADES DEPICTED UPON THE APPROVEIE ENGINEERING DRAWINGS.
DAMAGE TO PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS W a
PROJECT. ALL COSTS ASSOCIATED WITH COMPLYING WITH O.S.H.A. REGULATIONS 22. THE CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES,ETC. ARE
AND THE FLORIDA TRENCH SAFETY ACT MUST BE INCLUDED IN THE CONTRACTORS CLEAN AND FUNCTIONING PROPERLY AT TIME OF ACCEPTANCE.
PRICE. _
23. ALL DRAINAGE STRUCTURES SHALL BE EQUIPPED WITH IRAFFIC BEARING GRATES'.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VISITING•THE JOB SITE PRIOR TO N
PREPARING THE BID FOR THE PURPOSE OF FAMILIARIZING HIMSELF WITH THE 24. ALL DRAINAGE PIPE JOINTS WITHIN CITY DRAINAGE EASE ENTS OR RIGHTS-OF-WAY a
NATURE
ICH MAY AFFECT THE RK TO BE PERFORMED, AND THE SHALL BE FILTER-WRAPPED IN ACCORDANCE WITH CITY REQUIREMENTS.
ORSUB-SURFACE, WH
EQUIPMENT LABOR AND MATERIALS REQUIRED. FAILURE TO DO SO WILL NOT RELIEVE 25. ALL INVERTS IN DRAINAGE STRUCTURESARETO BE PRECAST OR OF BRICK CONSTRUCTION
TOR OF COMPLETE PERFORMANCE UNDER THIS CONTRACT. THE WITH A LAYER OF MORTAR BETWEEN EACH LAYER OF BK;R COR REDDI-MIX CONCRETE W
THE CONTRACTOR
CONTRACTOR iS ALSO URGED TO TAKE COLOR PHOTOGRAPHS ALONG THE ROUTE WITH No. 57 STONE. o
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OF THE PROJECT TO RECORD EXISTING CONDITIONS PRIOR TO CONSTRUCTION, a
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AND TO AID IN RESOLVING POSSIBLE FUTURE COMPLAINTS THAT MAY OCCUR DUE, 26:UNSUITABLE MATERIALS UNDER WATER MAINS, SANITAR SEWER PIPING, STORM PIPING 73w o
TO THE CONSTRUCTION OF THE PROJECT. OR STRUCTURES SHALL BE REMOVED AND REPLACED WITH SELECTED BACKFILL, PROPERLY
COMPACTED. Q Z °D O N
4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO EITHER CONDUCT ANY FIELD Z_ o LL m
EXPLORATION OR ACQUIRE ANY GEOTECHNICAL ASSISTANCE REQUIRED TO 27. ALL WATER MAINS WITHIN THE CITY RIGHT-OF-WAY SHALL BE CONSTRUCTED USING C-900 DR 25 /
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V Jm J d'
ESTIMATE THE AMOUNT OF UNSUITABLE MATERIAL THAT WILL REQUIRE REMOVAL _PVC PIPE WITH A MINIMUM
COVER AND 61NCHES O 0FROM
N M M COVER UNDER PAVED SURFACES. O >
AND/OR TO ESTIMATE THE AMOUNT OF OFF-SITE BORROW THAT WILL BE REQUIRED. PAVED VECHICULAR SURFACES
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5. ALL IMPROVEMENTS SHOWN ARE TO BE WARRANTED BY THE CONTRACTOR TO THE 28. ALL WATER MAINS SHALL BE FLUSHED IN ACCORDANCE WITH
AND IN THE PRESENCE OF
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OWNER/DEVELOPER FOR A PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE REPRESENTATIVES OF THE CITY OF ATLANTIC BEACH. wOU U
BY THE OWNER.IF THE WORK IS IN CITY RIGHT-OF-WAY OR EASEMENT, THE Q
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CONTRACTOR'S ONE YEAR WARRANY SHALL EXTEND TO THE CITY OF ATLANTIC 29. PIPE RESTRAINTS ARE REQUIRED IN ACCORDANCE WITH CITY STANDARDS,
.BEACH.
WHERE WATER MAINS ARE TERMINATED AND AT ALL BEN DS AND TEES.
00
6.TOPOGRAPHIC ELEVATIONS ARE BASED ON N.A.V.D. DATUM OF 1988. 30.ALL WATER AND SEWER CONSTRUCTION AND MATERIALIE SHALL CONFORM TO CURRENT
THE NAVD 88 BENCHMARK DATUM WAS TAKEN FROM A MONUMENT LOCATED NEAR CITY AND FDEP STANDARDS AND SPECIFICATIONS Be 18,, MAX: I
THE INTERSECTION OF 2nd STREET WEST AND MAYPORT ROAD. Be 12 MIN.
31. ALL UNDERGROUND UTILITIES MUST BE INSTALLED PRIOF TO PREPARATION OF SUBGRADEpMP CITED W mit
7. TOPOGRAPHIC AND BOUNDARY INFORMATION: SEE SURVEY NOTES THIS SHEET. FOR PAVEMENT. GRATE NOT
BACKFILLSHOWN 2"x2"x1/4"ANGLE IRON SEAT SII
8. THE CONTRACTOR WILL CONTRACT WITH AN INDEPENDENT TESTING LABORATORY 32. ALL SANITARY SEWER MAINS SHALL BE PVC (ASTM-3034) 3DR 35 FOR DEPTHS TO 15 FEET SHEETING
TO PERFORM MATERIAL TESTING AND SOIL TESTING IN ACCORDANCE WITH CITY OF AND SDR-26 FOR DEPTHS 15 FEET OR GREATER. M
ATLANTIC BEACH REQUIREMENTS. THIS SHALL INCLUDE DENSITY TESTS IN ALL v
PAVEMENT AREAS AND IN ALL UTILITY TRENCHES LOCATED IN PAVEMENT AREAS 33. WATER AND SEWER LINES ARE DESIGNED TO PROVIDE A MINIMUM COVER FROM FINISHED GRADES, 3/4" CHAMFER
AND ALL OTHER MATERIAL TESTING. AND SHALL BE PROTECTED UNTIL FINISHED GRADES ARE ESTABLISHED AND WORK IS COMPLETE. \ 4 - 114 Be
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS 34. W GENERAL, WHEN WATER MAINS ARE CONSTRUCTED PARALLEL TO SANITARY AND/OR STORM COMPACTED G 1 - 4" MIN.
AND INSURANCE REQUIRED FOR THE PROJECT, INCLUDING CITY OF ATLANTIC BEACH SEWERS;A MINIMUM HORIZONTAL SEPARATION OF 10 FE=T SHALL BE MAINTAINED. IN CIRCUMSTANCES GRANULAR
RIGHT-OF-WAY PERMITS FOR WORK IN THE CITY RIGHT-OF-WAY OR EASEMENT. WHERE THIS IS NOT POSSIBLE OR PRACTICAL,A WATER MAIN MAY BE LAID CLOSER THAN 10 FEET TO, MATERIAL
OR ON AN UNDISTURBED EARTH SHELF LOCATED TO ONE SIDE OF THE SEWER AND AT SUCH AN ELEVATION PLAN
10. THE CONTRACTOR SHALL COORDINATE THE WORK WITHIN CITY OR STATE THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 114CHES ABOVE THE TOP OF THE SEWER, UNLESS HALF SECTION HALF SECTION W
RIGHT-OF-WAY WITH THE PROPER AGENCIES FOR MAINTENANCE OF TRAFFIC AND OTHERWISE APPROVED BY DER OR HRS. P W Z J
METHOD OF CONSTRUCTION REPAIR. SHEETED TRENCH UNSHEETED TRENCH
35. IN CIRCUMSTANCES WHERE A WATER MAIN CROSSES EITHER A SANITARY OR STORM SEWER LINE,A MINIMUM TYPE II 8" 24" 8" �
COMPACTED GRANULAR BEDDING 0
11. THE CONTRACTOR SHALL COORDINATE HIS CONSTRUCTION ACTIVITIES WITH ALL OTHER VERTICAL SEPARATION OF 18 INCHES SHALL BE MAINTAINED, SUCH THAT THE BOTTOM OF THE WATER MAIN IS � Q
CONTRACTORS INVOLVED iN THE WORK. IN THE EVENT OF ANY CONFLICT WHATSOEVER, 18 INCHES ABOVE THE TOP OF THE SEWER LINE.IN CIRC MSTANCES WHERE THE 18 INCH VERTICAL SEPARATION 5-3/4" 2-1/4" 5-3/4" J
THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND OWNER PRIOR TO PROCEEDING IS NOT POSSIBLE OR PRACTICAL TO OBTAIN, THE WATER MAIN CROSSING MAY BE CONSTRUCTED USING Q Lu
INSTALLED IN SUCH A FASHION S TO CENTER THE DUCTILE IRON PIPE AT THE POINTMAX "
DUCTILE IRON PIPE AND BeBc 18 M �
' WITH CONSTRUCTION. ALL EXPOSED CORNERS D
OF CROSSING.SUCH THAT NO TWO PIPE JOINTS ARE WITHIN 10 FEET OF EACH OTHER. IN SUCH AN INSTALLATION,,AS-BUILT DRAWINGS- DRAINAGE AS-BUILT DRAWINGS PROVIDED TO THE CITY OF i AND EDGES TO BE z
12, A MINIMUM VERTICAL SEPARATION OF 6 INCHES SHALL B MAINTAINED AT THEPOINT CROSSING. Be+ 12 " MIN.
ATLANTIC BEACH &THE ST. JOHNS RIVER WATER MANAGEMENT DISTRICT ARE REQUIRED ALTERNATIVELY, THE WATER MAIN MAY BE INSTALLED W THIN A DUCTILE IRON SLEEVE, WHICH MUST BE Be CHAMFERED 3/4" Q Q V
TO BE SIGNED AND SEALED BY A FLORIDA REGISTERED LAND SURVEYOR, THEREFORE,IT CENTERED AT THE POINT OF CROSSING SUCH THAT THE ENDS OF THE PIPE SLEEVE ARE NO CLOSER THAN 10 „ LU
SHEETING 2"x2"x1/4 ANGLE
LL BE THE CONTRACTOR'S RESPONSIBILITY TO CONTRACT WITH A LAND SURVEYOR, FEET FROM.ANY.SEWER LINE PIPE JOINT, WHEN CHOOSI GITO USE A PIPE SLEEVE INSTALLATION', EACH END OF W Q
SHA W O Q Z
REGISTERED IN THE STATE OF FLORIDA, FOR THE PREPARATION, FIELD LOCATIONS, THE PIPE SLEEVE SHALL BE FILLED WITH GROUT TO SEA THE CARRIER PIPE FROM POTENTIAL CONTAMINATION." �� CAREFULLY w IRON SEAT
CERTIFICATION AND SUBMITTAL OF "AS-BUILT"DRAWINGS IN ACCORDANCE WITH CURRENT ALL DUCTILE IRON PIPE USED IN THESE INSTALLATIONS HALL BE CLASS 50 OR HIGHER. COMPACTED lY LL J
ST. JOHNS COUNTY STANDARDS AND SPECIFICATIONS,AND ST. JOHNS RIVER WATER k v BACKFILL
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II D VI E INTERRUPTIO SAND MAINTAIN ANY MANAGEMENTbISTRICTREGULATIONS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO 36. THE CONTRACTOR AVOID SER C
„ _ W ,n
AL THROUGH CITY ATLANTIC BEACH. EXISTING WATER AND SEWER SERVICE TO MEET THE SYSTEM DEMANDS AT ALL r V G
PROCESS THE AS BUILT DRAWINGS FOR APPROV U
TIMES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OTIFICATION OF AL'L w m uj
3
1 . ALL AREAS SHOWN TO BE FILLED SHALL BE CLEARED AND GRUBBED IN ACCORDANCE WITH AFFECTED CUSTOMERS OF THE UTILITY A MINIMUM OF 4 HOURS IN ADVANCE _t _ U J
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CITY STANDARDS AND SHALL BE FILLED WITH CLEAN STRUCTURAL FILL COMPACTED
AND
OF ANY INTERRUPTION OF H
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H STANDARDS AND SPECIFICATIONS. \
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DI
N ACCORDANCE WITH CITY OF ATLANTIC BEACH S W
TESTI y
12 Q
37. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ESTABLISHING A PERMANENT
a
CHANNELIZED BOTTOM
14. THE CONTRACTOR IS REPSONSIBLE FOR THE PROTECTION OF ALL SURVEY AND PROPERTY STAND OF SOD AND/OR GRASS ALONG THE ROUTE OFT E PROPOSED UTILITY W N
MONUMENTS. IF A MONUMENT IS DISTURBED, THE CONTRACTOR SHALL CONTRACT WITH EXTENSIONSHAPED BOTTOM
S)WITHIN THE CITY RIGHT-OF-WAY PURSUANT CITY OF0 SLOPE 1/2" PER FT F- Q
THE SURVEYOR OF RECORD FOR REINSTALLATION OF THE MONUMENT. ATLANTIC BEACH AND/OR FDOT STANDARDS. 0.5 Bc SUITABLE UNDISTRURBED SOIL I Z O H
W
A CONSUMPTIVE USE PERMIT C.U.P IT HALF SECTION HALF SECTION Z 0
15. ALL DEBRIS RESULTING FROM ALL ACTIVITIES SHALL BE DISPOSED OF OFF-SITE BY CONTRACTOR. 38. S DEWATERING CAPACITY REQUIRES ( ), SHEETED TRENCH UNSHEETED TRENCH MIN. BEARING CAPACITY 2;000 PSF
SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTA N THE PERMIT THROUGH I 0- J Z
16. ALL EXCESS SUITABLE AND UNSUITABLE MATERIAL SHALL BE REMOVED FROM THE SITE BY THE ST. JOHNS RIVER WATER MANAGMENT DISTRICT. TYPE I ZREINFORCE BASE SLAB w/#4 @ 6" O.C.E.W. Q
THE CONTRACTOR, UNLESS DIRECTED OTHERWISE BY ENGINEER OR OWNER. SHAPED BOTTOM w/TAMPED BACKFILL J W
39. ALL GATE VALVES SHALL BE CITY STANDARD. VALVES SH iL BE MECHANICAL JOINT, CAST IRON, BRONZE LW LU
17.ALL EXISTING TREES TO REMAIN SHALL BE PRESERVED AND PROTECTED. FITTED WITH RESILIENT SEAT. ALL VALVES SHALL OPEN Y TURNING TO THE LEFT. VALVES SHALL BE RATED SECTION > >
AT 200 PSI WORKING PRESSURE AND 400 PSI TEST FIRES URE. CLASS B BEDDING DETAILS W Z
18. BURNING OF BRUSH AND OTHER MATERIALS SHALL BE APPROVED; PERMITTED AND NOT TO SCALE W'
TYPE C CATCHBASIN o V
COORDINATED WITH THE CITY OF ATLANTIC BEACH FIRE MARSHAL. 40. ALL CITY CONDUIT WORK SHALL BE COMPLETED PRIOR TD PRESSURE TESTING OF WATER AND SANITARY / Q
FORCE MAINS. li y
19. THE LOCATION OF ALL EXISTING UTILITIES, STRUCTURES AND IMPROVEMENTS SHOWN NOT TO SCALE
ON THE DRAWINGS IS BASED ON LIMITED INFORMATION AND MAY NOT HAVE BEEN 41. ALL WATER MAINS SHALL BE BACTERIOLOGICALLY TESTE D AND PRESSURE TESTED AT 150 PSI FOR 2 HOURS O
FIELD VERIFIED. THE LOCATIONS ARE APPROXIMATE.THE CONTRACTOR SHALL NOTIFY IN ACCORDANCE WITH AWWA STANDARDS AND J.E.A. REQUIREMENTS. NO CONNECTION TO THE EXISTING
RESPECTIVE UTILITY OWNERS AND FIELD VERIFY LOCATIONS OF EXISTING UTILITIES POTABLE WATER SYSTEM SHALL BE ALLOWED UNTIL ALL PROPOSED WATER'LINES HAVE BEEN PRESSURE
AND OTHER IMPROVEMENTS PRIOR TO COMMENCING ANY CONSTRUCTION. IF THE TESTED, DISINFECTED AND CLEARED FOR SERVICE. THE ENGINEER MUST BE NOTIFIED 48 HOURS PRIOR
LOCATIONS SHOWN ARE CONTRARY TO THE ACTUAL LOCATIONS, THE CONTRACTOR TO PERFORMING THE PRESSURE TEST AND MUST BE PRESENT WHEN THE TEST IS PERFORMED.
SHALL NOTIFY THE OWNER AND ENGINEER OF THE DISCREPANCY. THIS DESCREPANCY
!, SHOULD BE RESOLVED PRIOR TO COMMENCING'CONSTRUCTION. THE CONTRACTOR
SHALL EXERCISE EXTREME CAUTION WHEN WORKING IN AREAS NEAR EXISTING DRAWN BY
UTILITIES AND IMPROVEMENTS AND SHALL BE RESPONSIBLE FOR AND SHALL REPAIR JKQ.JR
OR PAY FOR ALL DAMAGE MADE TO EXISTING UTILITIES OR OTHER IMPROVEMENTS.
c CHECKED BY
PRIOR TO COMMENCMENT OF ANY CONSTRUCTION, THE CONTRACTOR SHALL VERIFY
ALL GRADES, INVERTS AND ANY TYPE OF MATERIAL OF EXISTING UTILITIES TO WHICH JKQ JR
HE SHALL CONNECT. DATE
i
6/29/15
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SURVEY NOTES: $ a
FLORIDA 32221
w�,r' l ,.z
1. BOUNDARY SURVEY PERFORMED BY. ROONEY&SONS, 9501 1 NORMANDY BOULEVARD, JACKSONVILLE, zt
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P. O. BOX 6957, JACKSONVILLE, FL.32236-6597, TELEPHONE No.: 904-626-5138; CERTIFIED BY ANTHONY PAUL O'NEIL.
P.L.S. No::5684- DATED FEBRUARY 10, 2015
i
2.
TOPOGRAPHIC AND BOUNDARY SURVEY PERFORMED BY: ROONEY & SONS, DATED FEBRUARY T0, 2015:
I f • \
3. SURVEY BEARINGS ARE BASED ON THE NORTHERLY R/W LINE OF WEST 4TH STREET HELD FIXED AS BEING N 72054'40"W
1"0
4. TOPOGRAPHIC BENCHMARK LOCATION AND DATUM: NAIL IN POWER POLE- SOUTHWEST CORNER OF PROPERTY- ELEV.: 11.24' (NAVD)
NAVD DATUM TAKEN FROM GEODETIC SURVEY MARKER LOCATED NEAR WESTERLY RNV LINE OF MAYPORT ROAD, JUST SOUTH OF 2ND STREET.
5. FEMA FLOOD MAP PANEL No.: 12031C408H,DATED JUNE 3, 2013, DUVAL COUNTY
6. FEMA FLOOD ZONE DESIGNATION: ZONE "X"
.SHEET No;
7. LEGAL DESCRIPTION SHOWN ON SHEET C-4
E
C4
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