u.s. 41 - d.n. higginsdnhiggins.com/docs/2018-18 plans.pdf22.contractor shall, prior to beginning...

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



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

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




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


(941)777-0607

HERITAGE PROPANE PRTNRS/DBA

HORIZON GAS

MICHAEL WARNER

13325A TAMIAMI TRAIL


(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







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02


CITY OF NORTH PORTUTILITIES GENERAL NOTES

G002


SCALE: 1"= 100'

0' 100'

50'

C101

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U

S

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1

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1

4

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1, 2

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TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02


CITY OF NORTH PORTUTILITIES KEY SHEET

G003


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

nvir E

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in

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0a

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.to

mlin

so

n

TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02


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 TextLATERAL DITCH PER SECTION 1701-PROJ 243

AutoCAD SHX TextMAGNETIC


EXISTING DRAINAGE

STRUCTURES AND 24"

R8P PIPES TO REMAIN

(SEE FDOT DRAWINGS)

W

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W

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W

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W

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W

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W

A

T

E

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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

nvir E

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in

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P

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-1

02

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1

1, 2

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7 - 7

:2

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.to

mlin

so

n

TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02



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









W

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W

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T

E

R

W

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T

E

R

W

A

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W

A

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R

W

A

T

E

R

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

nvir E

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in

\C

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P

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DO

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S4

1 W

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in

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on

flict R

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et\C

-1

03

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1, 2

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7 - 7

:2

2a

m b

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au

re

en

.to

mlin

so

n

TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02



PLANSTA. 1660+75 TO STA. 1666+25

C103










G

A

S

W

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W

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W

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W

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R

W

A

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E

R

G

A

S

W

A

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E

R

W

A

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E

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W

A

T

E

R

W

A

T

E

R

W

A

T

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

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et\C

-1

04

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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







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02



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








W

A

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W

A

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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

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±'


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



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±'


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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ity o

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orth

P

ort F

DO

T U

S4

1 W

id

en

in

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on

flict R

eso

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tio

n 1

69

19

-0

2 d

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\0

2-P

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et\C

-1

05

.d

wg

P

lo

tte

d: A

ug

1

1, 2

01

7 - 8

:2

7a

m b

y m

au

re

en

.to

mlin

so

n

TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02



PLANSTA. 1671+90 TO STA. 1677+50

C105










W

A

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E

R

W

A

T

E

R

W

A

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W

A

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E

R


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


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±


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

ort F

DO

T U

S4

1 W

id

en

in

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on

flict R

eso

lu

tio

n 1

69

19

-0

2 d

wg

\0

2-P

la

n S

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







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02



PLANSTA. 1677+50 TO STA. 1683+10

C106










W

A

T

E

R

W

A

T

E

R


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


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±


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


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±


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±


WM W/ 2-12" 45°BEND

S

STA:1685+33

OFF:103.36' LT

TOP ELEV = 9.1±

FINISHED GRADE

ELEV = 13.00±


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


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

RA

WIN

G C

-108

20'0' 40'

SE

E D

RA

WIN

G C

-106

P:\E

nvir E

ng

in

\C

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ity o

f N

orth

P

ort F

DO

T U

S4

1 W

id

en

in

g C

on

flict R

eso

lu

tio

n 1

69

19

-0

2 d

wg

\0

2-P

la

n S

et\C

-1

07

.d

wg

P

lo

tte

d: A

ug

1

1, 2

01

7 - 7

:5

8a

m b

y m

au

re

en

.to

mlin

so

n

TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02



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








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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)

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TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02



PLANSTA. 1688+70 TO STA. 1694+30

C108


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)



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10' UTILITY AND DRAINAGE EASEMENT(P)

SU

MT

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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


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'


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'±


WM

W/12" 45° BENDS


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'±


WM

W/12" 45° BENDS


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

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TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02


CITY OF NORTH PORTUTILITIES PLAN

STA. 1694+30 TO STA. 1700+00

C109








AutoCAD SHX Text10' UTILITY EASEMENT(P)

AutoCAD SHX Text1' NON-ACCESS EASEMENT(P)



AutoCAD SHX Text12' UTILITY AND DRAINAGE ESMT(P)



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TH198-1-2, 4" PVC BT (SOUTH EDGE), C=3.00'

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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

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WIN

G C

-1

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20'0' 40'

SE

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TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02



PLANSTA. 1700+00 TO STA. 1705+50

C110










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TH1-224, 1" DBC, C=3.25'

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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

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-1

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20'0' 40'

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TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02



PLANSTA. 1705+50 TO STA. 1711+10

C111










AutoCAD SHX Text1' NON-ACCESS EASEMENT(P)

AutoCAD SHX TextUTILITY EASEMENT(P)


AutoCAD SHX Text28' INGRESS/

AutoCAD SHX TextEGRESS

AutoCAD SHX TextAND UTILITY



AutoCAD SHX TextAND DRAINAGE







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DR

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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

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TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02


CITY OF NORTH PORTUTILITIES PLANSTA. 1711+10 TO STA. 1716+70

C112

















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ATER

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10' DRAINAGE AND UTILITY EASEMENT(P)

TU

SC

OLA

BLV

D

TU

SC

OLA

BLV

D

EX 12" PVC WM

TO REMAIN

EX 16" PVC WM

TO REMAIN

US 41

NORTH PORT

SHOPPING CENTER

VACANT LOT

20'0' 40'

SE

E D

RA

WIN

G C

-112

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TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02



PLANSTA. 1716+70 TO STA. 1722+20

C113














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RO

LL

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AS

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EN

T(P

)

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' T

RO

LL

EY

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AS

EM

EN

T(P

)

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'

P:\E

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P

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4a

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mlin

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TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02



PLAN SALFORD BLVDSTA. 11+00+10 TO STA. 14+50

C114

AutoCAD SHX TextSS

AutoCAD SHX TextSS





AutoCAD SHX Text12

AutoCAD SHX Text13

AutoCAD SHX Text14

AutoCAD SHX Text11

AutoCAD SHX Text10

AutoCAD SHX Text9



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

----

La

rg

e F

orm

at.p

c3

TK

W-E

nvE

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01

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0:2

2:3

4 A

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h.slo

ho

da

TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive





Drawing Data:

REV. NO.

Revisions:

DATE DESCRIPTION REV. NO. DATE DESCRIPTION

ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055

Issued for:

FINAL DESIGN

AUGUST 2017

16919.02

UTILITIES CONFLICT RESOLUTION

FDOT US-41 WIDENING


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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TEL: 239.278.1992 • FAX: 239.278.0922

5621 Banner Drive







ISSUED DATE:

SCALE:

DRAWN BY: MAT

CHECKED BY: JMM

Drawing No.:

TKW Project:


FLORIDA P.E. #44055


16919.02


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 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 TextLOWER

AutoCAD SHX TextUPPER

AutoCAD SHX Text(IN.)





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 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 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

u.s. 41 - d.n. higginsdnhiggins.com/docs/2018-18 plans.pdf22.contractor shall, prior to beginning...

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