u.s. 41 - d.n. higginsdnhiggins.com/docs/2018-18 plans.pdf22.contractor shall, prior to beginning...
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SALFORD BLVD.
SUMTER BLVD.
COCOPLUM WATERWAY
400'200'0100'200'
SCALE: 1" = 5000'
DRAWING INDEX
COVER COVER
G001 LEGEND, SYMBOLS, ABBREVIATIONS
G002 GENERAL NOTES
G003 KEY SHEET
C101 PLAN STA: 1650+00 TO STA: 1655+00
C102 PLAN STA: 1655+00 TO STA: 1660+75
C103 PLAN STA: 1660+75 TO STA: 1666+25
C104 PLAN STA: 1666+25 TO STA: 1671+90
C105 PLAN STA :1671+90 TO STA: 1677+50
C106 PLAN STA: 1677+50 TO STA: 1683+10
C107 PLAN STA: 1683+10 TO STA: 1688+70
C108 PLAN STA: 1688+70 TO STA: 1694+30
C109 PLAN STA: 1694+30 TO STA: 1700+00
C110 PLAN STA: 1700+00 TO STA: 1705+50
C111 PLAN STA: 1705+50 TO STA: 1711+10
C112 PLAN STA: 1711+10 TO STA: 1716+70
C113 PLAN STA: 1716+70 TO STA: 1722+20
C114 PLAN STA: 8+00 TO STA: 14+50 SALFORD BLVD
CD01 WATERWAY CROSS SECTION
CD02 STANDARD DETAILS
CD03 STANDARD DETAILS
CD04 STANDARD DETAILS
CD05 EROSION CONTROL DETAIL
END UTILITY WORKSTA 1722+20
BEGIN UTILITY WORKSTA 1650+00
Florida Registration No.DateJAMES M. McGEE
44055
5621 Banner Drive
Fort Myers, Florida 33912
TEL: 239.278.1992 • FAX: 239.278.0922
E-MAIL: [email protected]
Engineering Certification # 5762
U.S. 41TUSCOLA BLVD.
AutoCAD SHX Text%%UBOARD OF CITY COMMISSIONERS
AutoCAD SHX Text- SEAT #1 - VICE MAYOR - SEAT #2 - SEAT #3 - SEAT #4 - SEAT #5 - MAYOR
AutoCAD SHX TextCHRISTOPHER HANKS
AutoCAD SHX TextDEBBIE MCDOWELL
AutoCAD SHX TextJILL LUKE
AutoCAD SHX TextLINDA YATES
AutoCAD SHX Text%%UCITY MANAGER
AutoCAD SHX Text%%UDIRECTOR OF UTILITIES
AutoCAD SHX TextPETER LEAR
AutoCAD SHX TextRICK NEWKIRK
AutoCAD SHX TextAUGUST 2017
AutoCAD SHX TextCITY OF NORTH PORT CONTRACT 2016-23
AutoCAD SHX TextCITY OF NORTH PORT WORK ORDER NO.2017-05 UTILITIES CONFLICT RESOLUTION - FDOT US-41 ROAD WIDENING
AutoCAD SHX TextVANESSA CARUSONE
AutoCAD SHX Text%%ULOCATION MAP
AutoCAD SHX TextISSUED FOR FINAL DESIGN
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EXISTING SANITARY SEWER
EXISTING WATER MAIN
EXISTING FORCE MAIN
EXISTING BURIED CABLE TV
EXISTING BURIED ELECTRIC
EXISTING FENCE LINE
EXISTING PROPERTY LINE
EXISTING RIGHT-OF-WAY LINE
EXISTING OVERHEAD ELECTRIC
EXISTING EASEMENT LINE
EXISTING STREET LIGHTING
EXISTING BURIED TELEPHONE CABLE
EXISTING RECLAIM WATER MAIN
EXISTING BURIED FIBER OPTIC
EXISTING GAS MAIN
PROPOSED WATER MAIN
PROPOSED FORCE MAIN
LEGEND
ABBREVIATIONS
ABANDONED
ACRE
ALTERNATE
ALUMINUM
AMERICAN NATIONAL STANDARDS INSTITUTE
ASPHALT
ASSEMBLY
AMERICAN SOCIETY FOR TESTING MATERIALS
AMERICAN WATER WORKS ASSOCIATION
BEGIN
BUILDING
BOULEVARD
BENCH MARK
BOTTOM
BUTTERFLY
CABLE TELEVISION
CATCH BASIN
CENTER TO CENTER
CENTER LINE
CLEAN OUT
CONCRETE
CORPORATION
CORRUGATED METAL PIPE
CUBIC FOOT
DIAMETER
DIMENSION
DRIVEWAY
DRAWING
DUCTILE IRON PIPE
EAST
EACH WAY
EDGE OF PAVEMENT
ELEVATION
ELECTRICAL
EXCAVATION
EXISTING
FLORIDA ADMINISTRATIVE CODE
FLORIDA DEPARTMENT OF TRANSPORTATION
FIRE HYDRANT
FLORIDA
FIBER OPTIC CABLE
FLANGED
FOOT
FORCE MAIN
GALVANIZED
GALLON
GAS MAIN
INCH
INCORPORATED
INVERT
IRRIGATION LINE
JUNCTION BOX
POUND
MAXIMUM
MANHOLE
MINIMUM
MISCELLANEOUS
MECHANICAL JOINT
ABD.
AC.
ALT.
AL.
ANSI
ASPH.
ASSEM.
ASTM
AWWA
BEG.
BLDG.
BLVD.
BM
BOT.
BTFLY.
CATV
CB
C/C
CL
CO
CONC.
CORP.
CMP
CF
DIA.
DIM.
DRIVE
DWG.
DIP
E
EW
EOP
EL.
ELEC.
EXC.
EXIST.
FAC
FDOT
FH
FL.
FOC
FLG.
FT
FM
GALV.
GAL.
GM
IN.
INC.
INV
IRR.
JB
LB.
MAX.
MH
MIN.
MISC.
MJ
NATIONAL PIPE THREAD
NORTHEAST
NORTHWEST
ON CENTERS
OR EQUAL
OUTSIDE TO OUTSIDE
PAVEMENT
PENETRATION
POINT OF INTERSECTION
POUNDS PER SQUARE INCH
POLYVINYL CHLORIDE
PROPERTY LINE
RADIUS
REINFORCED CONCRETE PIPE
ROADWAY
REFERENCE
REINFORCED
RELOCATION
REMOVAL
REPLACE
REQUIRED
RIGHT OF WAY
SANITARY
SCHEDULE
SOUTH
SOUTHEAST
SECTION
SHOULDER
SPECIFICATION
SQUARE FOOT
SQUARE INCH
STAINLESS STEEL
STANDARD
STREET
STATION
SOUTHWEST
TELEPHONE
TELEPHONE BOX
TYPICAL
UTILITIES
UNITED STATES FOUNDRY
VARIES
VOLUME
WATER MAIN
WEST
WITH
CROSS SECTION
NE
NW
OC
O/E
O/O
PAVT.
PEN.
PI
PSI
PVC
P/L
R.
RCP
RDWY.
REF.
REINF.
RELOC.
REM.
REPL.
REQ.
R/W
SAN.
SCH.
S
SE
SECT.
SHLDR.
SPEC.
SQ. FT.
SQ. IN.
SS
STD.
ST.
STA.
SW
TEL.
TB
TYP.
USF
UTIL.
VAR.
VOL.
WM
W
W/
XSEC
PUBLIC UTILITY EASEMENTPUE
POINT OF TANGENCYPT
RIGHT OF WAYROW
PUMP STATIONPS
SEWERSEW.
NPT
CORNERCOR.
BLOW OFFBO
STORM DRAINSD
LEE COUNTY UTILITIESLCU
SOUTHERLYSLY.
NORTHERLYNLY.
MODIFIEDMOD.
EXISTING EX.
ELLIPTICAL REINFORCED CONCRETE PIPEERCP
COURTCT
ELEVATIONELEV.
LINEAR FOOTLF
LEFTLT
NORTHN
NUMBERNO.
NATIONAL GEODETIC NGVD
VERTICAL DATUM
PLACEPL
SECONDARY WATERSW
RIGHT RT
REDUCERRED.
POTABLE WATERPW
POWER TRANSFORMERPT
LIMEROCK BEARING RATIOLBR
GV GATE VALVE
RMJ RESTRAINED MECHANICAL JOINT
INVERT ELEVATIONI.E.
VITRIFIED CLAY PIPEVCP
DRIVEDR
CI CAST IRON
RCW RECLAIMED WATER
HDPE HIGH DENSITY POLYETHYLENE
AVE AVENUE
APPROX. APPROXIMATE
BFP BACKFLOW PREVENTION DEVICE
SDR STANDARD DIMENSIONAL RATIO
WELDEDWLD
SOLVENT WELDEDSSW
AIR RELEASE VALVEARV
RJ RESTRAINED JOINT
S
D
Y
H
D
T
EXISTING TELEPHONE MANHOLE
EXISTING ELECTRICAL MANHOLE
EXISTING GUY ANCHOR
EXISTING WOODEN POWER POLE
EXISTING CONCRETE POWER POLE
EXISTING CATCH BASIN
EXISTING DRAINAGE MANHOLE
EXISTING BACKFLOW PREVENTER
EXISTING WATER VALVE
EXISTING FIRE HYDRANT
EXISTING SEWER VALVE
EXISTING SEWER MANHOLE
EXISTING AIR RELEASE VALVE
AIR RELEASE VALVE
GATE VALVE
SOIL BORING LOCATION
AIR RELEASE VALVE (PROFILE)
EXISTING CLEAN OUT
EXISTING LIGHT POLE
EXISTING PLUG VALVE
BENCHMARK
FIRE HYDRANT ASSEMBLY
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TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES LEGENDS, SYMBOLS, ABBREVIATIONS
G001
AutoCAD SHX TextWV
AutoCAD SHX TextE
AutoCAD SHX TextSV
AutoCAD SHX TextCO
AutoCAD SHX TextSB
AutoCAD SHX TextFINAL DESIGN
-
GENERAL NOTES
1. THESE PLANS ARE SOLELY TO ASSIST THE CONTRACTOR IN ASSESSING THE NATURE AND EXTENT
OF THE EXISTING CONDITIONS WHICH MAY BE ENCOUNTERED DURING THE COURSE OF WORK.
CONTRACTORS ARE DIRECTED TO CONDUCT WHATEVER INVESTIGATION THEY DEEM NECESSARY
PRIOR TO BIDDING TO DETERMINE THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED.
2. LOCATIONS, ELEVATIONS AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND OTHER
FEATURES ARE SHOWN BASED ON THE FDOT CONTRACT PLANS FINANCIAL PROJECT ID
422710-5-52-01 SURVEY COLLECTION BY OTHERS. BENCHMARKS AND ELEVATIONS SHOWN ON
PLANS ARE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD '88) WITH A CONVERSION FACTOR
OF -1.12 ' (NGVD 29 - 1.12' = NAVD 88). THE CONTRACTOR SHALL VERIFY, PRIOR TO CONSTRUCTION,
THE LOCATIONS. ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES, STRUCTURES. AND
OTHER FEATURES (WHETHER OR NOT SHOWN ON THE PLANS) AFFECTING HIS WORK.
3. THE CONTRACTOR SHALL REVIEW AND VERIFY ALL DIMENSIONS ON THE PLANS AND REVIEW ALL
FIELD CONDITIONS THAT MAY AFFECT CONSTRUCTION. SHOULD DISCREPANCIES OCCUR, THE
CONTRACTOR SHALL NOTIFY THE ENGINEER TO OBTAIN WRITTEN CLARIFICATION BEFORE
COMMENCING WITH CONSTRUCTION.
4. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES. STORM DRAINS, SEWERS, WATER
MAINS, UTILITIES, AND OTHER FACILITIES IN THE CONSTRUCTION AREA. THE CONTRACTOR SHALL
REPAIR ANY DAMAGES DUE TO HIS CONSTRUCTION ACTIVITIES AT NO ADDITIONAL COST TO THE
OWNER.
5. WHERE IT IS NECESSARY TO DEFLECT PIPE EITHER HORIZONTALLY OR VERTICALLY. PIPE JOINT
DEFLECTION SHALL NOT EXCEED 75% OF THE MANUFACTURERS' MAXIMUM RECOMMENDED
DEFLECTION.
6. THE CONTRACTOR SHALL PROVIDE CERTIFIED RECORD DRAWINGS AS OUTLINED IN THE
SPECIFICATIONS. RED-LINE DRAWINGS SHALL BE CURRENT WITH EACH PAY APPLICATION
SUBMITTED AND WILL BE CHECKED AS PART OF THE PAY APPLICATION REVIEW PROCESS. PAYMENT
WILL NOT BE MADE TO CONTRACTOR WITHOUT APPROVED RED-LINE DRAWINGS.
7. THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A DETAILED CONSTRUCTION PHASING PLAN
FOR APPROVAL, PRIOR TO BEGINNING CONSTRUCTION. CONSTRUCTION PHASING SHALL
GENERALLY FOLLOW WORK SEQUENCE CONSISTENT WITH FDOT ROAD WIDENING CONSTRUCTION
PHASES I THROUGH IIIB (BY OTHERS).
8. FIELD CONDITIONS MAY NECESSITATE ALIGNMENT AND GRADE DEVIATION OF THE PROPOSED
PIPELINES TO AVOID CONFLICTS. NO ADDITIONAL PAYMENT SHALL BE MADE WITHOUT PRIOR
APPROVAL OF THE OWNER AND THE OWNER'S ENGINEER.
9. ALL PROPOSED WORK WHICH IMPACTS NPU POTABLE WATER OR WASTEWATER SERVICES OR
OPERATIONS SHALL BE COORDINATED WITH NPU FIELD OPERATIONS PERSONNEL AND THE CITY OF
NORTH PORT UTILITIES DEPARTMENT AT LEAST TWO WEEKS IN ADVANCE OF PROPOSED
CONSTRUCTION.
10. THE CONTRACTOR SHALL FURNISH SHOP DRAWINGS TO THE ENGINEER FOR APPROVAL OF ALL
PIPE CONNECTIONS, TRANSITIONS, AND SPECIALS PRIOR TO FABRICATION OR DELIVERY TO THE
JOB SITE.
11. CONNECTIONS TO EXISTING FACILITIES SHALL BE ACCOMPLISHED IN A NEAT WORKMANLIKE
MANNER. WHEN FIELD CONDITIONS INDICATE ANY VARIANCE FROM DETAILED METHODS, THE
CONTRACTOR SHALL PROVIDE COMPREHENSIVE AND DETAILED DRAWINGS FOR OWNER REVIEW
AND APPROVAL PRIOR TO MAKING THE CONNECTIONS.
12. ALL PIPELINES SHALL HAVE A MINIMUM COVER OF 36" BELOW EXISTING GRADE UNLESS OTHERWISE
NOTED OR DIRECTED. WHERE NOT INDICATED ON THE PLANS PIPELINES SHALL BE LAID TO AVOID
CONFLICTS WITH OTHER PIPELINES AND BE IN ACCORDANCE WITH FDEP REQUIREMENTS AND NOTE
13 THIS SHEET.
13. SANITARY SEWERS AND FORCE MAINS CROSSING OVER OR UNDER WATER MAINS SHALL BE LAID
TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 12" BETWEEN THE INVERT OF THE UPPER PIPE AND
THE CROWN OF THE LOWER PIPE, AND IN ACCORDANCE WITH FDEP SEPARATION REQUIREMENTS.
AS AN ALTERNATE, THE SEWER OR FORCE MAIN MAY BE PLACED IN A WATERTIGHT CASING PIPE.
14. WATER SHALL NOT BE PERMITTED IN TRENCHES DURING CONSTRUCTION, DEWATERING IS
REQUIRED TO A MINIMUM OF 18" BELOW BOTTOM OF EXCAVATION.
15. THE CONTRACTOR SHALL NOT ALLOW ANY DISCHARGE OF WASTEWATER TO LANDS AND/OR
ADJACENT WATER BODIES OR STORM DRAINS. ANY LEAKAGE: MUST BE CONTAINED AND
TRANSFERRED BY THE CONTRACTOR TO THE WASTEWATER PUMP STATION AT THE WATER
TREATMENT PLANT.
16. ALL BELOW-GRADE FITTINGS SHALL BE MECHANICAL JOINT DUCTILE IRON WITH A FACTORY
APPLIED, FUSION BONDED EPOXY LINING AND EXTERIOR COATING FOR ALL FITTINGS 4-INCHES AND
GREATER IN DIAMETER.
17. ALL EXPOSED DUCTILE IRON AND BLACK CARBON STEEL PIPING SHALL BE PAINTED WITH
DESIGNATED COLORS ASSOCIATED WITH THEIR USAGE AS PROVIDED IN THE SPECIFICATIONS.
STAINLESS STEEL, FRP AND PVC PIPE MAY BE IDENTIFIED USING ADHESIVE LABELS IN LIEU OF
PAINTING. DUCTILE IRON AND BLACK CARBON STEEL PIPE SHALL ALSO BE IDENTIFIED USING
ADHESIVE LABELS.
18. ALL NEW PIPELINES SHALL BE FLUSHED, PRESSURE TESTED, AND APPROVED PRIOR TO TIE-INS TO
EXISTING FACILITIES. THE CONTRACTOR WILL BE ALLOWED TO USE TEMPORARY PLUGS FOR
PRESSURE TESTING.
19. ALL BURIED PIPES SHALL HAVE PROPER IDENTIFICATION LOCATING TAPE INSTALLED AT 1 FOOT
BELOW FINISHED GRADE, OVER THE CENTERLINE OF THE PIPE AND SIZE 12 TRACER WIRE
INSTALLED DIRECTLY OVER THE TOP OF ALL PIPES INSTALLED (NOT MORE THAN 6" ABOVE TOP OF
PIPE). THE TRACER WIRE SHALL BE BROUGHT UP TO EVERY VALVE BOX.
20. ALL CONCRETE THRUST BLOCKS INSTALLED FOR TESTING PURPOSES AND NOT REQUIRED FOR THE
PIPELINE SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL
ACCEPTANCE.
21. CONTRACTOR SHALL PROVIDE PROTECTIVE MATTING, FUEL CONTAINMENT AND ALL OTHER
MATERIALS, EQUIPMENT AND LABOR TO PROTECT THE STAGING AREA DURING CONSTRUCTION.
22. CONTRACTOR SHALL, PRIOR TO BEGINNING CONSTRUCTION, SUBMIT A "FUELING SPILL PREVENTION
PLAN" THAT SHALL CLEARLY INDICATE HOW FUEL SPILLS WILL BE PREVENTED WHEN FUELING BOTH
WITHIN AND OUTSIDE OF THE STAGING AREA.
23. CONTRACTOR SHALL SUBMIT A DEWATERING PLAN FOR APPROVAL PRIOR TO BEGINNING
CONSTRUCTION. DEWATERING SHALL BE CONDUCTED IN ACCORDANCE WITH THE BMPS IDENTIFIED
IN CHAPTER 4, 4.40 "DEWATERING" OF "THE FLORIDA STORMWATER EROSION AND SEDIMENTATION
CONTROL INSPECTOR'S MANUAL".
24. THE CONTRACTOR MUST PULL A RIGHT-OF-WAY PERMIT FROM THE CITY OF NORTH PORT PRIOR TO
THE START OF ANY WORK.
25. CONTRACTOR MUST CONTACT THE CITY OF NORTH PORT ARBORIST PRIOR TO THE REMOVAL OF
ANY TREES OR BUSHES.
26. ALL AREAS DISTURBED BY THE CONSTRUCTION MUST BE RESTORED TO SIMILAR OR BETTER
CONDITIONS.
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FOLLOWING
JURISDICTIONAL BODIES AND UTILITY COMPANIES:
2. ALL UTILITY CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE LATEST VERSION OF THE CITY
OF NORTH PORT UTILITIES STANDARDS.
3. ALL BELOW GROUND DUCTILE IRON PIPE SHALL BE ENCASED IN A POLYETHYLENE WRAP IN
ACCORDANCE WITH AWWA STANDARDS.
4. ALL VALVE BOX COVERS SHALL BE PAINTED TO INDICATE THEIR TYPE OF SERVICE.
5. ALL TEST POINT TAPPING SHALL BE CUT LOOSE FROM THE CORPORATION STOP AND COMPLETELY
REMOVED AND DISPOSED OF BY THE CONTRACTOR PRIOR TO FINAL ACCEPTANCE. THE
CORPORATION STOP SHALL BE CAPPED AND REMAIN IN PLACE.
UTILITY NOTES
RESTORATION AND BMP NOTES
CITY OF NORTH PORT UTILITIES
DARRELL SMITH
6644 W. PRICE BLVD
NORTH PORT, FL 34291
(941) 240-8021
FLORIDA POWER & LIGHT
TRACY STERN
303 HASTINGS RD.
ST. AUGUSTINE, FL 32084
(800) 868-9554
FRONTIER COMMUNICATIONS.
DENISE HUTTON
13715 TAMIAMI TRAIL
NORTH PORT, FL 34287
(941)777-0607
HERITAGE PROPANE PRTNRS/DBA
HORIZON GAS
MICHAEL WARNER
13325A TAMIAMI TRAIL
NORTH PORT, FL 34287
(941) 423-8303
TECO-PEOPLES GAS
DANNY SHANAHAN
8261 VICO CT
SARASOTA, FL 34240
(941) 342-4006
COMCAST CABLEVISION OF
WEST FLORIDA
GONZALO ROJAS
5205 FRUITVILLE RD
SARASOTA, FL 34232
(941) 342-3578
1. WORK WITHIN THE FDOT CONSTRUCTION LIMITS OF THE FDOT ROAD WIDENING PROJECT (BY
OTHERS) WILL NOT REQUIRE RESTORATION. RESTORATION WITHIN THE FDOT ROAD WIDENING
CONSTRUCTION LIMITS WILL BE PERFORMED BY THE ROAD WIDENING CONTRACTOR (BY OTHERS).
2. THE PROJECT SHALL COMPLY WITH APPLICABLE STATE WATER QUALITY STANDARDS. BEST
MANAGEMENT PRACTICES FOR EROSION CONTROL SHALL BE IMPLEMENTED AND MAINTAINED AT
ALL TIMES TO PREVENT SILTATION AND TURBID DISCHARGES IN EXCESS OF STATE WATER QUALITY
STANDARDS, PURSUANT TO RULE 62-302, F.A.C. METHODS SHALL INCLUDE, BUT ARE NOT LIMITED
TO THE IMMEDIATE PLACEMENT OF TURBIDITY CONTAINMENT DEVICES SUCH AS TURBIDITY
SCREENS, SILT CONTAINMENT FENCES, HAY BALES, AND EARTHEN BERMS, ETC. TO CONTAIN THE
DRILLING MUD. TURBIDITY BARRIERS SHALL REMAIN IN PLACE AT ALL LOCATIONS UNTIL
CONSTRUCTION IS COMPLETED AND SOILS ARE STABILIZED.
3. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES
AND DITCHES DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO
INSTALL ALL EROSION, SEDIMENT AND TURBIDITY CONTROL MEASURES PRIOR TO CONSTRUCTION
OF ANY COMPONENTS ASSOCIATED WITH THE PROJECT. SEDIMENT CONTROL INCLUDES SILT DAMS,
TRAPS, EROSION PROTECTION, AND ANY OTHER APPURTENANCES NEEDED BUT NOT NECESSARILY
SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE
CONVEYANCES ADJACENT TO THE BORE PITS ARE NOT OBSTRUCTED AND IN NO WAY ALTERED BY
THE PROJECT.
4. ALL WORK SHALL BE DONE FROM AND WITHIN THE UPLANDS WITH NO IMPACTS TO THE WETLANDS
OR SURFACE WATERS.
5. THE SUBAQUEOUS HORIZONTAL DIRECTIONAL DRILLS ENTRY AND EXIT BORING PITS SHALL BE
SURROUNDED BY CONSTRUCTION FENCING AND SILT FENCING TO MINIMIZE THE POTENTIAL FOR
ON-SITE MIGRATION OF DRILLING MUD. ALL MUD FLUID AND CUTTING SPOILS FROM THESE MUD PITS
WILL BE CONTAINED. ALL CUTTING SPOIL MATERIAL FROM THE DRILLING OPERATIONS WILL BE
REMOVED FROM PITS AND TAKEN TO AN APPROPRIATE AND AUTHORIZED UPLAND SITE FOR
DISPOSAL.
RESTORATION AND BMP NOTES
1. THE CONTRACTOR SHALL PROVIDE AN ASPHALT PATCH FOR TRENCH AREAS CONSTRUCTED IN
EXISTING ROADWAYS AND ACCESS DRIVES. ADJUST ALL CASTINGS TO MATCH NEW PAVEMENT
SURFACE.
2. THE CONTRACTOR SHALL REPLACE ALL EXISTING PAVING, STABILIZED EARTH, CURBS, SIDEWALKS,
FENCES, LANDSCAPING AND OTHER IMPROVEMENTS WITH THE SAME OR BETTER TYPE OF MATERIAL
THAT WAS REMOVED DURING CONSTRUCTION OR AS DIRECTED BY THE ENGINEER AND PER THE
CITY OF NORTH PORT ROADWAY STANDARDS.
3. ALL RESTORATION WORK PERFORMED THROUGHOUT THE PROJECT SHALL CONFORM TO EXISTING
LINES AND GRADES UNLESS OTHERWISE NOTED.
4. ALL EXISTING FENCES DISTURBED DURING CONSTRUCTION SHALL BE REPLACED AND REINSTALLED
BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER UNLESS SHOWN TO BE REMOVED ON
CONSTRUCTION PLANS.
5. CONTRACTOR SHALL RESTORE ALL IRRIGATION SYSTEM COMPONENTS TO PRE-CONSTRUCTION
CONDITIONS.
6. ALL DISTURBED GRASS AREAS SHALL BE RESTORED WITH SOLID SOD IN LIKE KIND UNLESS
OTHERWISE DIRECTED BY ·OWNER.
7. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE CITY FOR DISPOSAL OF EQUIPMENT
AND / OR MATERIAL TO BE DEMOLISHED AND/OR REMOVED. REFER TO TECHNICAL SPECIFICATIONS.
8. THE PROJECT SHALL COMPLY WITH APPLICABLE STATE WATER QUALITY STANDARDS. BEST
MANAGEMENT PRACTICES FOR EROSION CONTROL SHALL BE IMPLEMENTED AND MAINTAINED AT
ALL TIMES TO PREVENT SILTATION AND TURBID DISCHARGES IN EXCESS OF STATE WATER QUALITY
STANDARDS, PURSUANT TO RULE 62-302, F.A.C. METHODS SHALL INCLUDE, BUT ARE NOT LIMITED
TO THE IMMEDIATE PLACEMENT OF TURBIDITY CONTAINMENT DEVICES SUCH AS TURBIDITY
SCREENS, SILT CONTAINMENT FENCES, HAY BALES, AND EARTHEN BERMS, ETC. TO CONTAIN THE
DRILLING MUD. TURBIDITY BARRIERS SHALL REMAIN IN PLACE AT ALL LOCATIONS UNTIL
CONSTRUCTION IS COMPLETED AND SOILS ARE STABILIZED.
9. CONTRACTOR SHALL MAINTAIN A CLEAR PATH FOR ALL SURFACE WATER DRAINAGE STRUCTURES
AND DITCHES DURING ALL PHASES OF CONSTRUCTION. THE CONTRACTOR SHALL BE REQUIRED TO
INSTALL ALL EROSION, SEDIMENT AND TURBIDITY CONTROL MEASURES PRIOR TO CONSTRUCTION
OF ANY COMPONENTS ASSOCIATED WITH THE PROJECT. SEDIMENT CONTROL INCLUDES SILT DAMS,
TRAPS, EROSION PROTECTION, AND ANY OTHER APPURTENANCES NEEDED BUT NOT NECESSARILY
SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL ENSURE THAT ALL DRAINAGE
CONVEYANCES ADJACENT TO THE BORE PITS ARE NOT OBSTRUCTED AND IN NO WAY ALTERED BY
THE PROJECT.
10. ALL WORK SHALL BE DONE FROM AND WITHIN THE UPLANDS WITH NO IMPACTS TO THE WETLANDS
OR SURFACE WATERS.
FOR WORK WITHIN FDOT ROAD WIDENING CONSTRUCTION LIMITS
FOR WORK OUTSIDE FDOT ROAD WIDENING CONSTRUCTION LIMITS
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TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES GENERAL NOTES
G002
AutoCAD SHX TextFINAL DESIGN
-
SCALE: 1"= 100'
0' 100'
50'
C101
C102
C103
C104
C105
C106
C107
C108
C109
C110
C111
C112
C113
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TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES KEY SHEET
G003
AutoCAD SHX TextFINAL DESIGN
-
EX 1.5" H
DPE FM
TO REMAI
N
EX 1.5" HDPE
FM
TO REMAIN
EX 12" AC WM
TO REMAIN
EX 12" PVC WM
TO REMAIN
US 41
VACANT LO
T
WETLAND
WETLAND
EXISTING DRAIN
AGE
STRUCTURES T
O REMAIN
(SEE FDOT DRA
WINGS)
EXISTING DRAIN
AGE
STRUCTURES T
O REMAIN
(SEE FDOT DRA
WINGS)
FUTURE GA
TEWAY AT C
OCOPLUM
SE
E D
RA
WIN
G C
-102
20'0' 40'
P:\E
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d: A
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1, 2
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:2
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.to
mlin
so
n
TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLANSTA. 1650+00 TO STA. 1655+00
C101
NOTE:THERE ARE NO UTILITYADJUSTMENTS ON THISSHEET
AutoCAD SHX TextSS
AutoCAD SHX TextSS
AutoCAD SHX TextSS
AutoCAD SHX Text1650
AutoCAD SHX Text1651
AutoCAD SHX Text1652
AutoCAD SHX Text1653
AutoCAD SHX Text1654
AutoCAD SHX Text1655
AutoCAD SHX TextLATERAL DITCH PER SECTION 1701-PROJ 243
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
-
EXISTING DRAINAGE
STRUCTURES AND 24"
R8P PIPES TO REMAIN
(SEE FDOT DRAWINGS)
W
A
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A
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18' TROLLEY EASEMENT
(P)
18' TROLLEY EASEMENT(P
)
SA
LF
OR
D
BL
VD
US 41
SA
LF
OR
D
BL
VD
S-2
S-3
WAT
ER
WAT
ER
PERKINS
ABC LIQ
PUBLIX
COCOPLUM
SHOPPING
PLAZA
CS-A2
CS-A1
EXISTING DRAINAGE
STRUCTURES AND 24"
RCP PIPES TO REMAIN
(SEE FDOT DRAWINGS)
EX 1.5" HDPE FM
TO REMAIN
EX 12" HDPE WM
TO REMAIN
EX 12" AC WM
TO REMAIN
EX 12" PVC WM
TO REMAIN
EX 12" AC WM
ABANDONED
IN-PLACE
EX 1.5" HDPE FM
TO REMAIN
TOP ELEV = 6.47±
EX 12" PVC WM
TO REMAIN
77 LF OF 12" AC WM
TO BE GROUTED
AND ABANDONED
IN PLACE WITH
FLOWABLE FILL
EX 12" PVC WM
TO REMAIN
SE
E D
RA
WIN
G C
-103
20'0' 40'
SE
E D
RA
WIN
G C
-101
P:\E
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et\C
-1
02
.d
wg
P
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d: A
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1
1, 2
01
7 - 7
:2
1a
m b
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au
re
en
.to
mlin
so
n
TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLANSTA. 1655+00 TO STA. 1660+75
C102
SEE DRAWING C-114
NOTE:ALL UTILITY IMPROVEMENTSON THIS SHEET TO BEPERFORMED DURING FDOTPHASE IIIA ROADCONSTRUCTION (BY OTHERS)
AutoCAD SHX TextSS
AutoCAD SHX TextSS
AutoCAD SHX Text1655
AutoCAD SHX Text1656
AutoCAD SHX Text1657
AutoCAD SHX Text1658
AutoCAD SHX Text1659
AutoCAD SHX Text1660
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
-
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18' TROLLEY EASEMENT(P)
US 41
S-6
S-5
ABC LIQ
CHARLOTTE
STATE BANK
BUFFALO WILD WINGS
PUBLIX
COCOPLUM
SHOPPING
PLAZA
12" PVC WM
TO REMAIN
EX 12" AC WM
ABANDONED
IN-PLACE
EX 12" PVC WM
TO REMAIN
SE
E D
RA
WIN
G C
-104
20'0' 40'
SE
E D
RA
WIN
G C
-102
P:\E
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P
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DO
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eso
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2 d
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\0
2-P
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et\C
-1
03
.d
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P
lo
tte
d: A
ug
1
1, 2
01
7 - 7
:2
2a
m b
y m
au
re
en
.to
mlin
so
n
TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLANSTA. 1660+75 TO STA. 1666+25
C103
NOTE:THERE ARE NO UTILITYADJUSTMENTS ON THISSHEET
AutoCAD SHX Text1661
AutoCAD SHX Text1662
AutoCAD SHX Text1663
AutoCAD SHX Text1664
AutoCAD SHX Text1665
AutoCAD SHX Text1666
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
-
G
A
S
W
A
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E
R
W
A
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R
W
A
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R
W
A
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E
R
SU
MT
ER
C
RO
SS
IN
G
DR
IV
E
US 41
S-8
S-7
VACANT LOT
AUTO ZONE
PUBLIX
COCOPLUM
SHOPPING
PLAZA
EX 12" PVC WM
TO REMAIN
EX 12" AC WM
ABANDONED IN PLACE
NEW HYD ASSEMBLY
REMOVE EX. FIRE
HYDRANT ASSEMBLY
ADJUST VALVE TO
FINISHED GRADE
ADJUST VALVE TO
FINISHED GRADE
SE
E D
RA
WIN
G C
-105
20'0' 40'
SE
E D
RA
WIN
G C
-103
P:\E
nvir E
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in
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P
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69
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et\C
-1
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.d
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P
lo
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d: A
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1
1, 2
01
7 - 7
:2
3a
m b
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au
re
en
.to
mlin
so
n
TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLANSTA. 1666+25 TO STA. 1671+90
C104
NOTE:ALL UTILITY IMPROVEMENTSON THIS SHEET TO BEPERFORMED DURING FDOTPHASE IIIB ROADCONSTRUCTION (BY OTHERS)
AutoCAD SHX TextSS
AutoCAD SHX Text1667
AutoCAD SHX Text1668
AutoCAD SHX Text1669
AutoCAD SHX Text1670
AutoCAD SHX Text1671
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
-
W
A
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W
A
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E
R
W
A
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E
R
W
A
T
E
R
W
A
T
E
R
W
A
T
E
R
W
A
T
E
R
W
A
T
E
R
10.0' WIDE DRAINAGE, LANDSCAPE AND UTILITY EASEMENT(P)
EX 12" PVC WM
TO REMAIN
HO
ME
D
EP
OT
D
RIV
EW
AY
CO
CO
PLU
M
VILLA
GE
SH
OP
S
US 41
S-12
S-11
S-10
S-9
TIRE CHOICE
5TH THIRD BANK
CHASE BANK
STARBUCKS
PANERA
108.23'
108.08'
S-14
S-13
S-15
S-15A
110.34'
BOT ELEV BT = 12.0±
TOP ELEV. 12" WM = 8.8'
TIE-IN TO 12" PVC WM
W/ 2-12" 45° BENDS
25 LF 12" PVC WM DR
-18
STA: 1675+39
OFF: 103.78' LT
ELEV = 8.8±
FINISHED GRADE
ELEV=13.80±'
TIE-IN TO 12" PVC WM
W/ 2-12" 45° BENDS
STA: 1675+60
OFF: 103.97' LT
ELEV = 8.8±
FINISHED GRADE
ELEV =13.80±'
TIE-IN TO 12" PVC W
M DR-18
W/2-12" 45° BENDS
105 LF 12" PVC WM D
R-18
STA: 1676+57
OFF: 103.93' LT
ELEV = 9.0±
FINISHED GRADE
ELEV=14.00±'
20 LF WM TO BE REMOVED
100 LF WM TO BE REMOVED
TIE-IN TO 12" PVC WM
W/ 2-12" 45° BENDS
30 LF 12" PVC WM DR
-18
STA: 1674+34
OFF: 102.97' LT
ELEV = 9.3±
FINISHED GRADE
ELEV=13.40±'
TIE-IN TO 12" PVC W
M
W/ 2-12" 45° BENDS
STA: 1674+59
OFF: 103.25' LT
ELEV = 8.4±
FINISHED GRADE
ELEV =13.60±'
25 LF WM TO BE REMOVED
TIE-IN TO
EX 12" PVC WM W/
2-12" 45° BENDS
STA: 1677+60
OFF: 103.64' LT
TOP ELEV = 9.6±
FINISHED GRADE
ELEV=14.00±'
EX 12" AC WM
ABANDONED
IN-PLACE
ADJUST VALVE TO
FINISHED GRADE
ADJUST VALVE TO
FINISHED GRADE
SE
E D
RA
WIN
G C
-106
20'0' 40'
SE
E D
RA
WIN
G C
-104
P:\E
nvir E
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in
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orth
P
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DO
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S4
1 W
id
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on
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69
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2 d
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\0
2-P
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et\C
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P
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d: A
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1
1, 2
01
7 - 8
:2
7a
m b
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au
re
en
.to
mlin
so
n
TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLANSTA. 1671+90 TO STA. 1677+50
C105
NOTE:ALL UTILITY IMPROVEMENTSON THIS SHEET TO BEPERFORMED DURING FDOTPHASE IIIB ROADCONSTRUCTION (BY OTHERS)
AutoCAD SHX Text1672
AutoCAD SHX Text1673
AutoCAD SHX Text1674
AutoCAD SHX Text1675
AutoCAD SHX Text1676
AutoCAD SHX Text1677
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
-
W
A
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E
R
W
A
T
E
R
W
A
T
E
R
W
A
T
E
R
10.0' WIDE DRAINAGE, LANDSCAPE AND UTILITY EASEMENT(P)
TH 1-104, 12" PVC WM, C=4.62'
US 41
S-16
S-17
S-19
S-18
S-20
S-21
WALMART
PUBLIX
COCOPLUM
SHOPPING
PLAZA
86.31'
101.60'
101.77'
101.59'
101.94'
101.74'
TIE-IN TO EX 6" PVC
FM
W/ 2-6" 45° BENDS
STA: 1681+59
OFF: 91.51' LT
TOP ELEV = 7.9±
FINISHED GRADE
ELEV=10.60±'
TIE-IN TO EX. 12" PVC
WM W/ 2-12" 45°BEND
S
25 LF 12" PVC WM DR
-18
STA:1681+53
OFF:104.06' LT
TOP ELEV = 8.7±
FINISHED GRADE
ELEV = 13.00±
150 LF 6" PVC FM
TO BE REMOVED
160 LF FM 6" PVC DR
-25
TOP ELEV = 7.5" +/-
TIE-IN TO
EX 12" PVC WM W/
2-12" 45° BENDS
25 LF 12" PVC WM DR
-18
STA: 1677+93
OFF: 103.45' LT
TOP ELEV = 9.7±
FINISHED GRADE
ELEV=14.00±'
TIE-IN TO
EX 12" PVC WM W/
2-12" 45° BENDS
STA: 1678+12
OFF: 103.66' LT
TOP ELEV = 9.7±
FINISHED GRADE
ELEV=14.00±'
TIE-IN TO
EX 12" PVC WM W/
2-12" 45° BENDS
25 LF 12" PVC WM DR
-18
STA: 1679+13
OFF: 103.30' LT
TOP ELEV = 9.7±
FINISHED GRADE
ELEV=14.00±'
TIE-IN TO
EX 12" PVC WM W/
2-12" 45° BENDS
STA: 1679+33
OFF: 103.19' LT
TOP ELEV = 9.7±
FINISHED GRADE
ELEV=14.00±'
EX 12" PVC WM
EX 6" PVC FM
TO REMAIN
TIE-IN TO EX. 12" P
VC
WM W/ 2-12" 45°BEND
S
STA:1681+73
OFF:104.11' LT
TOP ELEV = 8.6±
FINISHED GRADE
ELEV = 13.00±
20 LF 12" PVC WM
TO BE REMOVED
20 LF 12" PVC WM
TO BE REMOVED
TIE-IN TO EX. 12" PVC
WM W/ 2-12" 45°BEND
S
25 LF 12" PVC WM DR
-18
STA:1682+72
OFF:104.43' LT
TOP ELEV = 8.4±
FINISHED GRADE
ELEV = 13.00±
TIE-IN TO EX. 12" PVC
WM W/ 2-12" 45°BEND
S
STA:1682+93
OFF:104.60' LT
TOP ELEV = 8.4±
FINISHED GRADE
ELEV = 13.00±
TIE-IN TO
EX 12" PVC WM W/
4-12" 45° BENDS
25 LF 12" PVC WM DR
-18
STA: 1680+33
OFF: 102.62' LT
TOP ELEV = 9.7±
FINISHED GRADE
ELEV=14.00±'
20 LF 12" PVC WM
TO BE REMOVED
20 LF 12" PVC WM
TO BE REMOVED
20 LF 12" PVC WM
TO BE REMOVED
APPLEBEES
TIE-IN TO
EX 12" PVC WM W/
2-12" 45° BENDS
STA: 1680+52
OFF: 102.54' LT
TOP ELEV = 9.7±
FINISHED GRADE
ELEV=14.00±'
SE
E D
RA
WIN
G C
-107
20'0' 40'
SE
E D
RA
WIN
G C
-105
P:\E
nvir E
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in
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P
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1 W
id
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on
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eso
lu
tio
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69
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-0
2 d
wg
\0
2-P
la
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et\C
-1
06
.d
wg
P
lo
tte
d: A
ug
1
1, 2
01
7 - 7
:5
1a
m b
y m
au
re
en
.to
mlin
so
n
TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLANSTA. 1677+50 TO STA. 1683+10
C106
NOTE:ALL UTILITY IMPROVEMENTSON THIS SHEET TO BEPERFORMED DURING FDOTPHASE IIIB ROADCONSTRUCTION (BY OTHERS)
AutoCAD SHX Text1678
AutoCAD SHX Text1679
AutoCAD SHX Text1680
AutoCAD SHX Text1681
AutoCAD SHX Text1682
AutoCAD SHX Text1683
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
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10.0' WIDE DRAINAGE, LANDSCAPE AND UTILITY EASEMENT(P)
WA
LM
AR
T
D
RIV
EW
AY
S23
S22
S24
TH1-101, 6" PVC FM, C=2.90'
TH6-1-1-6, 6" PVC FM C=2.24'
TH174-1-3, 6" PVC FM C=2.68'
TH1-103, 6" PVC FM, C=3.38'
TH167-1-1, 12" PVC WM, C=4.02'
US 41
WALMART
MURPHYS GAS
CHIPOTLE/MADDIO'S PIZZA
PUBLIX SHOPPING
PLAZA
81.47'
106.27'
84.32'
86.81'
94.69'
BOT ELEV BE = 5.3±
BOT ELEV 24" RCP = 5.8' +/-
TOP ELEV. 6" FM = 3.3'
330 LF 6" PVC FM TO
BE REMOVED
80 LF 6" PVC FM TO
BE REMOVED
TIE-IN TO EX. 6" PVC
FM
85 LF FM 6" PVC DR-
25
W/ 4-45° VERTICAL B
ENDS
STA: 1685+60
OFF: 84.32 RT
TOP ELEV =6.6±
FINISHED GRADE
ELEV=10.30±'
TIE-IN TO EX. 6" PVC F
M.
W/2-6" 45 BENDS
STA: 1686+27
OFF: 92.86' LT
TOP ELEV =8.4±
FINISHED GRADE
ELEV=11.4±'
330 LF FM 6" PVC DR
-25
TOP ELEV. = 7.0' +/-
TIE-IN TO EX. 6" FM
35 LF 6" PVC FM DR
-25
W/2-6" 45° BENDS
STA: 1688+63
OFF: 86.40' RT
TOP ELEV =4.5±
FINISHED GRADE EL
EV=11.50±
TIE-IN TO EX. 6" PVC F
M
STA: 1686+40
OFF: 83.27' RT
TOP ELEV = 6.3 +/-
30 LF 6" PVC FM
TO BE REMOVED
TIE-IN TO EX. 12" PV
C WM.
25 LF 12" PVC WM DR
-18
W/2-12" 45° BENDS
STA: 1683+93
OFF: 104.38' LT
TOP ELEV =9.0±
FINISHED GRADE
ELEV=13.0±'
20 LF 12" PVC WM
TO BE REMOVED
20 LF 12" PVC WM
TO BE REMOVED
20 LF 12" PVC WM
TO BE REMOVED
20 LF 12" PVC WM
TO BE REMOVED
TIE-IN TO EX. 12" PVC
WM W/ 2-12" 45°BEND
S
25 LF 12" PVC WM DR
-18
STA:1687+29
OFF:103.02' LT
TOP ELEV = 9.5±
FINISHED GRADE
ELEV = 13.60±
TIE-IN TO EX. 12" PVC
WM W/ 2-12" 45°BEND
S
STA:1687+48
OFF:103.33' LT
TOP ELEV = 10.2±
FINISHED GRADE
ELEV = 14.30±
TIE-IN TO EX. 12" P
VC
WM W/ 2-12" 45°BEND
S
25 LF 12" PVC WM DR
-18
STA:1686+33
OFF:103.47' LT
TOP ELEV = 9.0±
FINISHED GRADE
ELEV = 13.00±
TIE-IN TO EX. 12" P
VC
WM W/ 2-12" 45°BEND
S
STA:1686+53
OFF:103.75' LT
TOP ELEV = 9.1±
FINISHED GRADE
ELEV = 13.00±
TIE-IN TO EX. 12" P
VC
WM W/ 2-12" 45°BEND
S
25 LF 12" PVC WM DR
-18
STA:1685+13
OFF:103.39' LT
TOP ELEV = 9.1±
FINISHED GRADE
ELEV = 13.00±
TIE-IN TO EX. 12" PVC
WM W/ 2-12" 45°BEND
S
STA:1685+33
OFF:103.36' LT
TOP ELEV = 9.1±
FINISHED GRADE
ELEV = 13.00±
TIE-IN TO EX. 12" PVC
WM W/ 2-12" 45°BEND
S
STA:1684+13
OFF:104.44' LT
TOP ELEV = 9.0±
FINISHED GRADE
ELEV = 13.00±
TIE-IN TO EX. 6" FM
30 LF 6" PVC FM DR
-18
W/2-6" 45° BENDS
STA: 1688+36
OFF: 85.49' RT
TOP ELEV =4.5±
FINISHED GRADE
ELEV=11.50±
TIE-IN TO EX. 6"
PVC 25 LF 6" PVC FM
DR-25
W/2-6" 45° BENDS
STA: 1687+36
OFF: 85.49' RT
TOP ELEV =6.0±
FINISHED GRADE EL
EV=10.00±
EX 6" PVC FM
TO REMAIN
TIE-IN TO EX. 6" PVC F
M
W/ 2-45° BENDS
STA: 1687+56
OFF: 84.11' RT
TOP ELEV = 6.0±
20 LF 6" PVC FM TO
BE REMOVED
REMOVE EX FIRE
HYD ASSY
NEW HYD ASSY
BEGIN DIRECTIONAL
DRILL
WM 16" HDPE DR-11
STA: 1688+55' RT
(SEE WATERWAY CRO
SSING DETAIL)
TIE-IN TO EX 16"PVC
WM
16" W/45° BENDS
AND 16" GATE VALV
E
AND 1" ARV
STA:1688+50
OFF:112.95' RT
TOP ELEV = 4.8±
BOT ELEV 18" PIPE = 6.0±
TOP ELEV. 6" FM = 5.0'
SE
E D
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-108
20'0' 40'
SE
E D
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-106
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TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLANSTA. 1683+10 TO STA. 1688+70
C107
NOTE:ALL UTILITY IMPROVEMENTSON THIS SHEET TO BEPERFORMED DURING FDOTPHASE IIIA AND PHASE IIIBROAD CONSTRUCTION (BYOTHERS)
AutoCAD SHX TextSS
AutoCAD SHX Text1684
AutoCAD SHX Text1685
AutoCAD SHX Text1686
AutoCAD SHX Text1687
AutoCAD SHX Text1688
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
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D
10' UTILITY EASEMENT(P)
TH1-123, 10" PVC WM, C=2.56'
TH1-131, 10" PVC WM, C=1.96'
TH173-1-1, 10" PVC WM, C=4.84'
TH1-302, 12" AC WM, C=4.80'
TH1-300, 12" AC WM, C=3.01'
TH1-306, UNKNOWN SIZE AND MATERIAL WM, C=6.80'
TH1-105, 10" PVC WM, C=3.28'
US 41
S-25
S-26B
S-26
S-25A
S-26A
S-29A
S-29
S-28
AP
OLLO
C
AN
AL
S-27
MURPHYS GAS
WALGREENS
S-27A
S-27B
106.27'
91.29'
BAYFRONT HEALTH
(FMLY FOOD LION)
END DIRECTIONAL DR
ILL
WM 16" HDPE DR-11
STA: 1691+31
(SEE WATERWAY
CROSSING DETAIL
)
TIE-IN TO EX 12" PVC
WM
W/12"x10" TAPPING S
LEEVE
AND VALVE
STA: 1691+35
OFF:103.05 LT
TOP ELEV = 7.1'±
FINISHED GRADE EL
EV =10.4'±
END DIRECTIONAL
DRILL
WM 16" HDPE DR-11
STA: 1691+39
(SEE DETAILS)
285 LF WM 16" HDPE
DR-11 (HDD)
(SEE WATERWAY
CROSSING DETAIL)
290 LF WM 10" PVC D
R-18
TOP ELEV = 7.4±
FINISHED GRADE EL
EV= 10.4
280LF 12" AC WM
TO BE GROUTED IN P
LACE
WITH FLOWABLE FILL
455 LF 16" HDPE WM
DR-11 (HDD)
(SEE DETAILS)
NEW FIRE HYD ASSY
REMOVE EX. FIRE
HYDRANT ASSEMBLY
CONNECT TO EX
WATER SERVICE
AND FIRE LINE
280 LF 10" PVC WM
TO BE REMOVED
15 LF WM 16" HDPE DR
-11
W/16" GATE VALVE A
ND 1" ARV
BY OPEN CUT
(SEE DETAILS)
TOP ELEV = 5.2±
450 LF 12" AC WM
TO BE GROUTED AND
ABANDONED
IN PLACE WITH FLOWA
BLE FILL
EX12" PVC WM
TO REMAIN
EX 6" PVC FM
TO REMAIN
EX 6" PVC FM
TO REMAIN
EX 6" PVC FM
TO REMAIN
VACANT LOT
CONNECT TO EX
WATER MAIN
(8" BRANCH)
SE
E D
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WIN
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-109
20'0' 40'
SE
E D
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WIN
G C
-107
P:\E
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TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLANSTA. 1688+70 TO STA. 1694+30
C108
NOTE:ALL UTILITY IMPROVEMENTSON THIS SHEET TO BEPERFORMED DURING FDOTPHASE IIIA AND PHASE IIIBROAD CONSTRUCTION (BYOTHERS)
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextBACK FLOW
AutoCAD SHX Text1689
AutoCAD SHX Text1690
AutoCAD SHX Text1691
AutoCAD SHX Text1692
AutoCAD SHX Text1693
AutoCAD SHX Text1694
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextBACK FLOW
AutoCAD SHX Text5.0' WIDE DRAINAGE,
AutoCAD SHX TextLANDSCAPE AND
AutoCAD SHX TextUTILITY EASEMENT(P)
AutoCAD SHX Text10' UTILITY
AutoCAD SHX TextEASEMENT(P)
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
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TH183-1-2, 12" PVC WM, C=3.84'
T
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10' UTILITY EASEMENT(P)
10' UTILITY AND DRAINAGE EASEMENT(P)
SU
MT
ER
BL
VD
SU
MT
ER
BL
VD
TH1-182, 12" PVC WM, C=4.34'
TH1-301, 12" AC WM, C=4.66'
US 41
S-30
S-30B
inv=9.60
S-30A
inv=8.30
S-31
S-32
S-33
CS-C1
REGIONS BANK
CVS
HESS
BAYFRONT HEALTH
93
.92'
10
8.2
3'
WENDYS
TIE-IN TO EX 10" PVC
WM
W/12" 45° BENDS
STA:1695+79
OFF:108.59 LT
TOP ELEV = 5.6'±
FINISHED GRADE E
LEV = 8.7'±
TIE-IN TO EX 12" AC W
M, W 16"X12"
(SEE DETAILS)
REDUCER AND 1" AR
V
12" 45° BENDS
STA: 1695+88
OFF: 112.81 RT
ELEV = 6.6±
BEGIN DIRECTIONA
L DRILL
16" WM HDPE DR-11
STA: 1695+76
OFF: 108.23' RT
(SEE DETAILS)
165 LF 10" PVC WM
TO BE REMOVED
170 LF 10" PVC WM D
R-18
TOP ELEV = 5.6±
EX 6" PVC FM
TO REMAIN
EX 12" PVC WM
TO REMAIN
EX 12" AC WM
TO REMAIN
EX 12" AC WM
TO REMAIN
BOT ELEV BE = 10.6±
TOP ELEV 12" WM = 5.6'
TIE-IN TO EX 12" PVC
WM
W/12" 45° BENDS
25 LF 12" PVC WM -DR
18
STA:1697+34
OFF:108.39 LT
TOP ELEV = 5.9'±
FINISHED GRADE ELEV
= 9.4'±
20 LF 12" PVC WM
TO BE REMOVED
STA:1697+53
OFF:107.00 LT
TOP ELEV = 5.8'±
FINISHED GRADE
ELEV = 9.4'±
TIE-IN TO EX 12" PVC
WM
W/12" 45° BENDS
25 LF 12" PVC WM -DR
18
STA:1697+73
OFF:107.72 LT
TOP ELEV = 6.5'±
FINISHED GRADE ELEV
= 9.8'±
BOT ELEV BT = 7.3±
TOP ELEV 12" WM = 5.8'±
BOT ELEV BT = 7.9±
TOP ELEV 12" WM = 6.5'±
TIE-IN TO EX 12" PVC
WM
W/12" 45° BENDS
25 LF 12" PVC WM -DR
18
STA:1698+33
OFF:108.07 LT
TOP ELEV = 6.5'±
FINISHED GRADE
ELEV = 9.8'±
STA:1697+92
OFF:107.77 LT
TOP ELEV = 6.5'±
FINISHED GRADE
ELEV = 9.8'±
STA:1698+52
OFF:108.00 LT
TOP ELEV = 6.7'±
FINISHED GRADE
ELEV = 10.1'±
BOT ELEV BT = 8.4±
TOP ELEV 12" WM = 6.7'±
20 LF 12" PVC WM
TO BE REMOVED
PROTECT EX 12" AC
WM
WITH SHEETING
DURING INSTALLATIO
N OF
LIGHT POLE FOOTER
SE
E D
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WIN
G C
-110
20'0' 40'
SE
E D
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-108
P:\E
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1
1, 2
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7 - 8
:0
1a
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so
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TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES PLAN
STA. 1694+30 TO STA. 1700+00
C109
NOTE:ALL UTILITY IMPROVEMENTSON THIS SHEET TO BEPERFORMED DURING FDOTPHASE IIIA AND PHASE IIIBROAD CONSTRUCTION (BYOTHERS)
AutoCAD SHX Text1695
AutoCAD SHX Text1696
AutoCAD SHX Text1697
AutoCAD SHX Text1698
AutoCAD SHX Text1699
AutoCAD SHX Text1700
AutoCAD SHX Text10' UTILITY EASEMENT(P)
AutoCAD SHX Text1' NON-ACCESS EASEMENT(P)
AutoCAD SHX Text10' UTILITY
AutoCAD SHX TextEASEMENT(P)
AutoCAD SHX Text12' UTILITY AND DRAINAGE ESMT(P)
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
-
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TH198-1-2, 4" PVC BT (SOUTH EDGE), C=3.00'
W
A
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10' UTILITY AND DRAINAGE EASEMENT(P)
EX 12" PVC WM
TO REMAIN
EX 12" AC WM
TO REMAIN
US 41
S-34
S-35
S-36
MATTRESS FIRM CENTURY 21
TUFFY AUTO
TOUCHLESS
CAR WASH
SHOPPING CENTER
MC DONALDS
SE
E D
RA
WIN
G C
-1
11
20'0' 40'
SE
E D
RA
WIN
G C
-1
09
P:\E
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1
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01
7 - 8
:0
5a
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.to
mlin
so
n
TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLANSTA. 1700+00 TO STA. 1705+50
C110
NOTE:THERE ARE NO UTILITYADJUSTMENTS ON THISSHEET
AutoCAD SHX Text1700
AutoCAD SHX Text1701
AutoCAD SHX Text1702
AutoCAD SHX Text1703
AutoCAD SHX Text1704
AutoCAD SHX Text1705
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
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TH1-224, 1" DBC, C=3.25'
G
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10' UTILITY AND DRAINAGE EASEMENT(P)
EX 12" PVC WM
TO REMAIN
EX 12" AC WM
TO REMAIN
EX 12" AC WM
TO REMAIN
US 41
CS-C2
S-38
S-37
S-41
S-40
S-39
SHOPPING CENTER
BURGER KING
VACANT LOT
(RECENTLY DEMO)
ADVANCED AUTO
BUSEY BANK
SHOPPING CENTER
SE
E D
RA
WIN
G C
-1
12
20'0' 40'
SE
E D
RA
WIN
G C
-1
10
P:\E
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P
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DO
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d: A
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1
1, 2
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:0
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so
n
TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLANSTA. 1705+50 TO STA. 1711+10
C111
NOTE:THERE ARE NO UTILITYADJUSTMENTS ON THISSHEET
AutoCAD SHX TextBACK FLOW
AutoCAD SHX Text1706
AutoCAD SHX Text1707
AutoCAD SHX Text1708
AutoCAD SHX Text1709
AutoCAD SHX Text1710
AutoCAD SHX Text1711
AutoCAD SHX TextBACK FLOW
AutoCAD SHX Text1' NON-ACCESS EASEMENT(P)
AutoCAD SHX TextUTILITY EASEMENT(P)
AutoCAD SHX Text5' UTILITY EASEMENT(P)
AutoCAD SHX Text28' INGRESS/
AutoCAD SHX TextEGRESS
AutoCAD SHX TextAND UTILITY
AutoCAD SHX TextEASEMENT(P)
AutoCAD SHX Text12' UTILITY
AutoCAD SHX TextAND DRAINAGE
AutoCAD SHX TextEASEMENT(P)
AutoCAD SHX Text20' UTILITY
AutoCAD SHX TextEASEMENT(P)
AutoCAD SHX Text10' UTILITY EASEMENT(P)
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
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DR
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EW
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EX 12" AC WM
TO REMAIN
EX 16" PVC WM
TO REMAIN
EX 12" PVC WM
TO REMAIN
EX 12" PVC WM
TO REMAIN
US 41
CS-C3
S-42
TACO BELL
SLEEP STORE
NORTH PORT
SHOPPING CENTER
NORTH PORT
SHOPPING CENTER
VACANT LOT
SE
E D
RA
WIN
G C
-113
20'0' 40'
SE
E D
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WIN
G C
-111
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TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES PLANSTA. 1711+10 TO STA. 1716+70
C112
NOTE:THERE ARE NO UTILITYADJUSTMENTS ON THISSHEET
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextBACK FLOW
AutoCAD SHX Text1712
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AutoCAD SHX Text1715
AutoCAD SHX Text1716
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
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EX 12" PVC WM
TO REMAIN
EX 16" PVC WM
TO REMAIN
US 41
NORTH PORT
SHOPPING CENTER
VACANT LOT
20'0' 40'
SE
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-112
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TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLANSTA. 1716+70 TO STA. 1722+20
C113
NOTE:THERE ARE NO UTILITYADJUSTMENTS ON THISSHEET
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextBACK FLOW
AutoCAD SHX Text1717
AutoCAD SHX Text1718
AutoCAD SHX Text1719
AutoCAD SHX Text1720
AutoCAD SHX Text1721
AutoCAD SHX Text1722
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextBACK FLOW
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
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SALFORD
T
H1-3-1-6, 1.50" H
DP
E F
M, C
=4.78'
SALFORD
BLVD
S-2
S-3
WA
TE
R
CS
-A
2
CS
-A
1
FUTURE WATER MAIN IMPROVEMENTS FOR
FUTURE GATEWAY AT COCOPLUM
(BY OTHERS)
36.80'
EXISTING DRAINAGE
STRUCTURES AND 24"
R8P PIPES TO REMAIN
(SEE FDOT DRAWINGS)
EXISTING DRAINAGE
STRUCTURES AND 24"
RCP PIPES TO REMAIN
(SEE FDOT DRAWINGS)
EX 12" PVC WM
TO REMAIN
EX 16" PVC WM
TO REMAIN
CONNECT TO EXISTING 12" WM
WITH 12" TAPPING SLEEVE &
VALVE PER CITY STANDARDS
STA:14+50
OFF:31.04' LT
TOP ELEV: 7.0±
FINISHED GRADE
ELEV = 11.4'±
12" TEE
AND VALVE
AND 12" CAP
FUTURE GATEWAY AT
COCO PLUM SHOPS
347 LF 12" PVC WM DR18
TOP ELEV = 7.0±
FINISHED GRADE 10.0±
TIE-IN TO 12" AC WM
W/ 12" 45° BEND
(SEE AC WATER MAIN
TIE-IN DETAIL)
STA:11+10
OFF:42.'' RT
TOP ELEV: 7.6±
FINISHED GRADE
ELEV = 10.6'±
77 LF 12" AC WM TO BE
GROUTED IN PLACE
WITH FLOWABLE FILL
FDOT LIMIT OF CONSTRUCTION
PROPOSED JACK AND BORE
60 LF OF 12" DIP WM INSIDE 30"
STEEL CASING
PER CITY STANDARDS
SEE PROFILE DETAIL CD04
NEW HYDRANT ASSY
EX 12" AC WM TO REMAIN
CONTRACTOR TO
CONFIRM PROPER
VERTICAL SEPARATION
AT WATER MAIN AND
GAS MAIN CROSSING
EX. 2" GAS MAIN BY
OTHERS (INSTALLED BY
DIRECTIONAL DRILL)
20'0' 40'
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TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
PLAN SALFORD BLVDSTA. 11+00+10 TO STA. 14+50
C114
AutoCAD SHX TextSS
AutoCAD SHX TextSS
AutoCAD SHX Text1655
AutoCAD SHX Text1656
AutoCAD SHX Text1657
AutoCAD SHX Text1658
AutoCAD SHX Text12
AutoCAD SHX Text13
AutoCAD SHX Text14
AutoCAD SHX Text11
AutoCAD SHX Text10
AutoCAD SHX Text9
AutoCAD SHX TextMAGNETIC
AutoCAD SHX TextFINAL DESIGN
-
10.00
5.00
0.00
-5.00
-10.00
-15.00
1688+50 1689+00 1689+50 1690+00 1690+50 1691+001691+50
EXISTING GRADE
OVER NEW 16"
HDPE WATER MAIN
200.0000
10' M
IN
.
(N
O D
RIL
L Z
ON
E)
1692+00
BEGIN DIRECTIONAL DRILL
WM 16" HDPE DR-11
STA: 1688+55
ENTRY ANGLE: 12°
APOLLO CANAL
16" HDPE DR-11 WATER
MAIN (HORIZ. DIR. DRILL)
AVERAGE MIN. VERTICAL
BEND RADIUS: 600'
HDPE BEND AS
REQUIRED (SEE
DETAILS)
36" MIN.
COVER
12° ENTRY
ANGLE
END DIRECTIONAL DRILL
WM 16" HDPE DR-11
STA: 1691+31
EXIT ANGLE: 12°
HDPE BEND AS
REQUIRED (SEE
DETAILS)
36" MIN.
COVER
12° EXIT ANGLE
ELE. -1.2
----
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h.slo
ho
da
TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:
REV. NO.
Revisions:
DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:
FINAL DESIGN
AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTION
FDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES
WATERWAY CROSS-SECTION
APOLLO CANAL
CD01
NOTE: LOCATIONS, ELEVATIONS AND DIMENSIONS
OF EXISTING UTILITIES, STRUCTURES, AND OTHER
FEATURES ARE SHOWN BASED ON THE FDOT
CONTRACT PLANS FINANCIAL PROJECT ID
422710-5-52-01 SURVEY COLLECTION BY OTHERS.
BENCHMARKS AND ELEVATIONS SHOWN ON PLANS
ARE NORTH AMERICAN VERTICAL DATUM OF 1988
(NAVD '88) WITH A CONVERSION FACTOR OF -1.12 '
(NGVD 29 - 1.12' = NAVD 88). THE CONTRACTOR
SHALL VERIFY, PRIOR TO CONSTRUCTION, THE
LOCATIONS. ELEVATIONS, AND DIMENSIONS OF ALL
EXISTING UTILITIES, STRUCTURES. AND OTHER
FEATURES (WHETHER OR NOT SHOWN ON THE
PLANS) AFFECTING HIS WORK.
-
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d: A
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1, 2
01
7 - 8
:1
5a
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so
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TEL: 239.278.1992 • FAX: 239.278.0922
5621 Banner Drive
Fort Myers, Florida 33912
E-MAIL: [email protected]
Engineering Certification # 5762
THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, AND IS NOT TO BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF TKW CONSULTING ENGINEERS, INC.
Drawing Data:REV. NO.
Revisions:DATE DESCRIPTION REV. NO. DATE DESCRIPTION
ISSUED DATE:
SCALE:
DRAWN BY: MAT
CHECKED BY: JMM
Drawing No.:
TKW Project:
JAMES M. MCGEE, P.E.
FLORIDA P.E. #44055
Issued for:AUGUST 2017
16919.02
UTILITIES CONFLICT RESOLUTIONFDOT US-41 WIDENING
CITY OF NORTH PORTUTILITIES DETAILS
CD02
FINISHED GRADE
4 INCH REINFORCED
CONCRETE 3000 PSI
3 FOOT MIN WIDTH
4" MIN
WATERMAIN
RECLAIM WATERMAIN
OR FORCEMAIN
NOTE: CONCRETE BARRIER TO BE INSTALLED
PER THE DISCRETION OF THE UTILITIES
ENGINEER WHERE NEEDED.
CONCRETE BARRIER DETAIL
GENERAL DESIGN GUIDELINESUTILITIES DEPTH OF COVER &
UTILITIES CROSSING CONFLICT RESOLUTION
THE FOLLOWING IS A LIST OF THE GENERAL UTILITY CROSSING CONFLICT GUIDELINES AND
RULES THAT WERE UTILIZED IN THE DESIGN OF THE NPU POTABLE WATER, RECLAIMED
WATER, AND WASTE WATER FORCE MAIN TRANSMISSION MAINS ALONG THIS FDOT ROAD
WIDENING CORRIDOR:
1. AS A GENERAL RULE, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, NPU STANDARDS
AND SPECIFICATIONS FOR TYPICAL DEPTH OF COVER FOR UTILITY PIPELINES ARE
APPLICABLE:
A.TYPICAL DEPTH OF COVER FOR POTABLE MAINS IS 36”.
B. TYPICAL DEPTH OF COVER FOR WASTEWATER FORCE MAINS IS 36”.
C.TYPICAL DEPTH OF COVER FOR RECLAIMED WATER MAINS IS 36”.
2. TYPICAL NPU UTILITY CROSSING CONFLICTS HAVE BEEN RESOLVED THROUGH VERTICAL
SEPARATION BY PLACING THE CLEANER WATER ON TOP (I.E. POTABLE ABOVE
RECLAIMED WATER ABOVE WASTEWATER PIPELINES). REGARDLESS OF WHICH NPU
TRANSMISSION MAIN CROSSES ON TOP, ALL UTILITY CONFLICT CROSSINGS IN THIS
PROJECT MEET AND/OR EXCEED FDEP 12” MINIMUM VERTICAL SEPARATION
REQUIREMENTS.
SUB-AQUEOUS DITCHCROSSING
SUB-AQUEOUS WATER/FORCE MAINCROSSING DETAIL
RESTRAINED JOINT TABLES FOR PVC PIPESHIGH DENSITY POLYETHYLENE PIPE DIRECTIONAL BORE
RESTRAINER
RESTRAINER
RESTRAINED JOINTS
AutoCAD SHX TextFINAL DESIGN
AutoCAD SHX TextHIGH DENSITY POLYETHYLENE PIPE IS TO BE CONNECTED TO THE CARRIER PIPE WITH A RESTRAINED MJ SLEEVE AND 36" (MIN) PVC BEFORE RESTRAINED REDUCER TO CARRIER PIPE.
AutoCAD SHX TextHIGH DENSITY POLYETHYLENE PIPE INSTALLED IS TO BE ONE PIPE SIZE LARGER IN DIAMETER TO ALLOW SAME INSIDE DIAMETER AS ADJOINING CARRIER PIPE.
AutoCAD SHX Text1.
AutoCAD SHX Text2.
AutoCAD SHX Text#12 GAUGE LOCATE WIRE TO BE PULLED WITH HDPE
AutoCAD SHX TextC
AutoCAD SHX TextL
AutoCAD SHX TextMINIMUM 4' COVER
AutoCAD SHX TextAIR RELEASE VALVE
AutoCAD SHX TextHIGH DENSITY POLYETHYLENE PIPE IS TO BE COLOR CODED: BLUE-WATER, GREEN-SEWER/FORCE MAIN, PURPLE-REUSE.
AutoCAD SHX Text3.
AutoCAD SHX TextGATE VALVES ARE TO BE USED ON WATER MAINS AND FORCE MAINS.
AutoCAD SHX Text4.
AutoCAD SHX TextDIRECTIONAL FLOW
AutoCAD SHX Text36"(MIN) COVER
AutoCAD SHX TextGATE VALVE
AutoCAD SHX TextGATE VALVE
AutoCAD SHX TextMJ REDUCER
AutoCAD SHX TextHDPE MJ ADAPTER, RJ PIPE CONVERSION (TYP)
AutoCAD SHX TextROAD SURFACE
AutoCAD SHX Text36" MIN
AutoCAD SHX Text36" MIN
AutoCAD SHX TextCOVER
AutoCAD SHX Text36" (MIN) LENGTH PVC
AutoCAD SHX TextRESTRAINED MJ SLEEVE
AutoCAD SHX TextMJ REDUCER
AutoCAD SHX TextHDPE TO BE TESTED WITH CONNECTING CARRIER PIPE (COORDINATE WITH UTILITY DEPT.)
AutoCAD SHX Text36" (MIN) PVC
AutoCAD SHX TextSUB-AQUEOUS WATER/FORCE MAIN CROSSING SIGN (TYP)
AutoCAD SHX TextSUB-AQUEOUS FORCE MAIN/WATER MAIN CROSSING IN CASE OF EMERGENCY CALL NORTH PORT UTILITY DEPARTMENT 426-9500
AutoCAD SHX TextRESTRAINED LENGTH IN FEET (WATER / REUSE)
AutoCAD SHX TextNOMINAL
AutoCAD SHX TextVERTICAL DOWN BEND / OFFSET
AutoCAD SHX Text45 DEGREE
AutoCAD SHX TextDIAMETER
AutoCAD SHX Text22.5 DEGREE
AutoCAD SHX Text11.25 DEGREE
AutoCAD SHX TextLOWER
AutoCAD SHX TextUPPER
AutoCAD SHX Text(IN.)
AutoCAD SHX TextUPPER
AutoCAD SHX TextLOWER
AutoCAD SHX TextUPPER
AutoCAD SHX TextLOWER
AutoCAD SHX Text4
AutoCAD SHX Text21
AutoCAD SHX Text7
AutoCAD SHX Text10
AutoCAD SHX Text3
AutoCAD SHX Text5
AutoCAD SHX Text2
AutoCAD SHX Text6
AutoCAD SHX Text30
AutoCAD SHX Text10
AutoCAD SHX Text14
AutoCAD SHX Text5
AutoCAD SHX Text7
AutoCAD SHX Text2
AutoCAD SHX Text8
AutoCAD SHX Text39
AutoCAD SHX Text13
AutoCAD SHX Text19
AutoCAD SHX Text6
AutoCAD SHX Text9
AutoCAD SHX Text3
AutoCAD SHX Text10
AutoCAD SHX Text47
AutoCAD SHX Text15
AutoCAD SHX Text23
AutoCAD SHX Text7
AutoCAD SHX Text11
AutoCAD SHX Text4
AutoCAD SHX Text12
AutoCAD SHX Text55
AutoCAD SHX Text18
AutoCAD SHX Text27
AutoCAD SHX Text8
AutoCAD SHX Text13
AutoCAD SHX Text4
AutoCAD SHX Text14
AutoCAD SHX Text63
AutoCAD SHX Text20
AutoCAD SHX Text30
AutoCAD SHX Text10
AutoCAD SHX Text15
AutoCAD SHX Text5
AutoCAD SHX Text16
AutoCAD SHX Text71
AutoCAD SHX Text22
AutoCAD SHX Text34
AutoCAD SHX Text11
AutoCAD SHX Text17
AutoCAD SHX Text5
AutoCAD SHX Text18
AutoCAD SHX Text79
AutoCAD SHX Text25
AutoCAD SHX Text38
AutoCAD SHX Text12
AutoCAD SHX Text19
AutoCAD SHX Text6
AutoCAD SHX Text20
AutoCAD SHX Text86
AutoCAD SHX Text27
AutoCAD SHX Text41
AutoCAD SHX Text13
AutoCAD SHX Text20
AutoCAD SHX Text6
AutoCAD SHX Text24
AutoCAD SHX Text100
AutoCAD SHX Text31
AutoCAD SHX Text48
AutoCAD SHX Text15
AutoCAD SHX Text24
AutoCAD SHX Text7
AutoCAD SHX TextRESTRAINED LENGTH IN FEET (WATER / REUSE)
AutoCAD SHX TextHORIZONTAL BEND
AutoCAD SHX Text90 DEGREE
AutoCAD SHX Text54
AutoCAD SHX Text16
AutoCAD SHX Text24
AutoCAD SHX Text20
AutoCAD SHX Text18
AutoCAD SHX Text64
AutoCAD SHX Text74
AutoCAD SHX Text59
AutoCAD SHX Text14
AutoCAD SHX Text12
AutoCAD SHX Text10
AutoCAD SHX Text(IN.)
AutoCAD SHX TextDIAMETER
AutoCAD SHX Text8
AutoCAD SHX Text43
AutoCAD SHX Text48
AutoCAD SHX Text36
AutoCAD SHX Text31
AutoCAD SHX Text6
AutoCAD SHX Text4
AutoCAD SHX Text24
AutoCAD SHX Text17
AutoCAD SHX TextNOMINAL
AutoCAD SHX Text22.5 DEGREE
AutoCAD SHX Text45 DEGREE
AutoCAD SHX Text31
AutoCAD SHX Text22
AutoCAD SHX Text27
AutoCAD SHX Text25
AutoCAD SHX Text18
AutoCAD SHX Text20
AutoCAD SHX Text13
AutoCAD SHX Text15
AutoCAD SHX Text7
AutoCAD SHX Text10
AutoCAD SHX Text15
AutoCAD SHX Text11
AutoCAD SHX Text13
AutoCAD SHX Text12
AutoCAD SHX Text8
AutoCAD SHX Text10
AutoCAD SHX Text6