26_055_LH Attachment C Jeffersonville Rd Sid.pdf

JANUARY 2026

INGRAM & ASSOCIATES

T: (478) 745-3996 332 New St. Macon, Ga. 31201 Fax: (478) 742-4690

CONSULTING ENGINEERS, LLC

T: (229) 387-8536 1002 Park Ave. North Tifton, Ga 31793-7547 www.ingrameng.com

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I&A PROJECT # 0230-004-01

I&A PRJ # 0230-004-01

MACON-BIBB COUNTY

BIBB COUNTY, GEORGIA

FOR

SIDEWALK EXTENSION

BOARD OF COMMISSIONERS

- TITLE

1 General Notes & Legend

2-4 Sidewalk Plan & Cross-Sections

5 Drainage Profiles

6-10 Miscellaneous Details

AP1-AP3 Appendix Drawings includes E&S

Drawing Index

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EMANUEL

WILKINSON

TWIGGS

BALDWINJONES

BIBB

CRAWFORD

UPSON

TAYLOR

MARION

CHATTAHOOCHEEMUSCOGEE

TALBOTHARRIS

BUTTSSPALDING

MONROE

LAMARPIKE

MERIWETHERTROUP

HENRY

CLAYTON

FAYETTE

COWETA

HEARD

BURKE

RICHMOND

JEFFERSON

GLASCOCKHANCOCKPUTNAMJASPER

COLUMBIAM

cDUFFIEWARREN

TALIAFERRO

GREENE

MORGAN

NEWTON

CLARKE

LINCOLNWILKES

OGLETHORPEOCONEE

RO

CK

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LE

WALTON

DE KALB

ELBERTMADISONJACKSON

BARROW

GWINNETT

HARTFRANKLINBANKS

HALL

FORSYTHCHEROKEE

STEPHENS

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BE

RS

HA

M

WHITE

LUMPKIN

DAWSON

PICKENS

RABUN

TOWNS

UNION

FANNIN

FULTON

COBB

DOUGLAS

CARROLL

HARALSON

PAULDING

POLK

BARTOWFLOYD

GORDONCHATTOOGA

GILMER

MURRAYWHITFIELD

CATOOSADADE

WALKER

STATE OF GEORGIA

IRWIN

PEACH

WASHINGTON

JOHNSON

JENKINS

SCREVEN

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LAURENS

TREUTLEN

WHEELER

CANDLER EFFINGHAMBULLOCH

EVANS

TATTNALL

TOOMBS BRYAN

CHATHAM

LONG

LIBERTY

McINTOSH

GLYNN

WAYNE

APPLING

TELFAIR

CAMDEN

BRANTLEY

PIERCE

BACON

JEFF DAVIS

COFFEE

TIFT

ATKINSON

BERRIEN

COOKCOLQUITT

WARE

CHARLTON

LANIER

CLINCH

ECHOLS

LOWNDESBROOKSTHOMASGRADY

MITCHELL

BAKER

DECATUR

SEMINOLE

MILLER

EARLY

DODGE

PULASKI

WILCOX

BEN HILL

TURNER

WORTH

CRISP

DOOLY

DOUGHERTYCALHOUNCLAY

LEETERRELL

RANDOLPH

QUITMAN

SCHLEY

SUMTERWEBSTERSTEWART

BLECKLEY

HOUSTON

MACON

PROJECT

LOCATION

JEFFERSONVILLE ROAD

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N.T.S.

VICINITY MAP

GENERAL GRADING & DRAINAGE NOTES:

1. ALL GRADING, DRAINAGE AND RELATED IMPROVEMENTS SHALL CONFORM TO THE FOLLOWING, AS APPROPRIATE:

A) MANUAL FOR EROSION & SEDIMENTATION CONTROL IN GEORGIA - CURRENT EDITION.

B) LOCAL COUNTY ORDINANCES IF APPLICABLE.

C) NPDES PERMIT IF APPLICABLE.

D) GEORGIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR CONSTRUCTION OF TRANSPORTATION SYSTEMS 2001

EDITION.

E) GDOT STANDARD DETAIL WEB SITE: http://standarddetails.dot.ga.gov/stds_dtls/estds.jsp?Preview=no

2. ALL PROPERTY CORNERS OR MARKERS SHALL BE CLEARLY DELINEATED IN THE FIELD PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION/GRADING. ALL WORK SHALL BE PERFORMED ON EXISTING EASEMENT OR RIGHT-OF-WAY DEDICATED FOR THAT PURPOSE.

3. DURING GRADING OPERATIONS AND PRIOR TO CONSTRUCTION OF PERMANENT DRAINAGE STRUCTURES, TEMPORARY DRAINAGE CONTROL

SHOULD BE PROVIDED TO PREVENT PONDING WATER AND DAMAGE TO ADJACENT PROPERTIES.

4. DUST SHALL BE CONTROLLED BY WATERING OR OTHER APPROVED METHODS.

5. NO FILL SHALL BE PLACED ON EXISTING GROUND UNTIL THE GROUND HAS BEEN CLEARED OF WEEDS, DEBRIS, TOPSOIL AND OTHER

DELETERIOUS MATERIAL.

6. MAXIMUM CUT AND FILL SLOPE = 3:1 UNLESS OTHERWISE NOTES.

7. "NO OBSTRUCTION OF FLOODPLAINS OR NATURAL WATER COURSES SHALL BE PERMITTED."

8. ALL EXISTING DRAINAGE COURSES ON THE PROJECT SITE MUST CONTINUE TO FUNCTION, ESPECIALLY DURING STORM CONDITIONS.

PROTECTIVE MEASURES AND TEMPORARY DRAINAGE PROVISIONS MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING GRADING

OPERATIONS.

9. FINISH GRADE SHALL BE SLOPED AWAY FROM ALL WING OR HEAD WALLS AT NOT LESS THAN 1/2" PER FOOT FOR A MINIMUM OF 3'.

10. CUT AND FILL SLOPES EQUAL TO OR GREATER THAN 3' IN VERTICAL HEIGHT SHALL BE PLANTED WITH GRASS OR GROUND COVER TO

PROTECT THE SLOPE FROM EROSION AND INSTABILITY.

11. IF STEEP SLOPING TERRAIN OCCURS UPON WHICH FILL IS TO BE PLACED, IT MUST BE CLEARED, KEYED AND BENCHED INTO FIRM NATURAL

SOIL FOR FULL SUPPORT.

12. EXCAVATIONS

A) SHALL BE DEFINED AS UNCLASSIFIED EXCAVATION. NOTIFY OWNERS REPRESENTATIVE IF ROCK IS ENCOUNTERED IN EXCAVATION

PROCESS.

B) SUITABLE EXCAVATION MATERIAL SHALL BE TRANSPORTED TO AND PLACED IN FILL AREAS WITHIN THE LIMITS OF THE WORK.

C) UNSUITABLE MATERIAL, ENCOUNTERED IN AREAS TO SUPPORT MAINTENANCE EQUIPMENT LOADS SHALL BE EXCAVATED 2 FEET

BELOW FINAL GRADE AND REPLACE WITH SUITABLE MATERIAL FROM SITE OR BORROW EXCAVATIONS.

D) UNSUITABLE AND SURPLUS EXCAVATION MATERIAL NOT REQUIRED FOR FILL SHALL BE DISPOSED OF AS DIRECTED BY OWNER'S

REPRESENTATIVE. DO NOT PLACE MATERIALS IN WETLANDS.

E) PROPER DRAINAGE, INCLUDING SEDIMENT AND EROSION CONTROL, SHALL BE MAINTAINED AT ALL TIMES. METHODS SHALL BE IN

ACCORDANCE WITH THE NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM STANDARDS AND OTHER LOCAL, STATE, AND

FEDERAL REGULATIONS.

F) UNSUITABLE MATERIALS AS STATED HEREIN SHALL BE HIGHLY PLASTIC CLAY SOILS, OF THE CH AND MH DESIGNATION, BORDERLINE SOILS OF THE SC-OH DESCRIPTION, AND ORGANIC SOILS OF THE OL AND OH DESCRIPTION BASED ON THE UNIFIED SOILS CLASSIFICATION SYSTEM. FURTHER, AND SOILS FOR THE TOP TWO FEET OF ROADWAY SUBGRADE SHALL HAVE NO MORE THAN 15% PASSING THE #200

SIEVE.

14. FILL PLACEMENT

A) FILL SHALL BE REASONABLY FREE FROM ROOTS, ORGANIC MATERIAL, TRASH AND STONES HAVING DIMENSIONS GREATER THAN 4

INCHES.

B) FILL SHALL BE PLACED IN SUCCESSIVE HORIZONTAL LAYERS 6 INCHES TO 12 INCHES IN LOOSE DEPTH FOR THE FULL WIDTH OF THE

CROSS-SECTION AND COMPACTED.

C) FILL IN NON-ROADWAY AREAS SHALL BE COMPACTED TO 90% OF THE MAXIMUM LABORATORY DENSITY AT OPTIMUM MOISTURE

CONTENT (ASTM D 1557 - MODIFIED PROCTOR).

D) FILL AROUND HEADWALLS/WINGWALLS, STRUCTURAL FILL IN ROADWAY OR EQUIPMENT SUPPORT AREAS SHALL BE COMPACTED TO

95% OF THE MAXIMUM LABORATORY DENSITY AT OPTIMUM MOISTURE CONTENT (ASTM D 1557).

E) BORROW MATERIAL SHALL CONSIST OF SAND OR SAND-CLAY SOILS CAPABLE OF BEING READILY SHAPED AND COMPACTED TO THE

REQUIRED DENSITIES, AND SHALL BE FREE OF ROOTS, TRASH AND OTHER DELETERIOUS MATERIAL.

F) ALL SOILS USED FOR STRUCTURAL FILLS SHALL HAVE A PI (PLASTIC INDEX) OF LESS THAN 10, AND A LL (LIQUID LIMIT) OF LESS THAN 30.

FILL SOILS SHALL BE DRIED TO APPROPRIATE MOISTURE CONTENTS PRIOR TO COMPACTION.

G) ADDITIONALLY, FILL SOILS USED FOR THE TOP 2 FEET OF FILL BENEATH ROADWAYS SHALL HAVE NO MORE THAN 15% PASSING THE #200

SIEVE.

H) CONTRACTOR SHALL FURNISH ALL BORROW MATERIAL.

I) CONTRACTOR SHALL BE RESPONSIBLE FOR THE BEAR ALL EXPENSES IN DEVELOPING BORROW SOURCES INCLUDING SECURING

NECESSARY PERMITS, DRYING THE MATERIAL, HAUL ROADS, CLEARING, GRUBBING, AND EXCAVATING THE PITS, HAUL ROADS, PLACING, RESTORATION OF PITS AND HAUL ROADS TO A CONDITION SATISFACTORY TO PROPERTY OWNERS AND IN COMPLIANCE WITH

APPLICABLE STATE AND LOCAL LAWS AND REGULATIONS.

J) CONTRACTOR SHALL STRIP ALL TOPSOIL AND STOCKPILE ON SITE AT A LOCATION DETERMINED BY THE OWNER'S AT THE

CONTRACTOR'S EXPENSE.

K) TOPSOIL SHALL BE PLACED TO A DEPTH OF 4" IF AVAILABLE OVER ALL DISTURBED AREAS.

15. STORM CULVERT(S)

A. PIPE TRENCH CONSTRUCTION, BEDDING & BACKFILLING FOR STORM CULVERTS SHALL BE GOVERNED BY GEORGIA DOT STANDARD

DETAIL 1030D (3 SHEET SET - SEPT. 2001) FOR ROUND & ARCH/ELIPTICAL SHAPE PIPE CULVERTS.

B. ALL PIPE CULVERTS UNDER ROADWAYS SHALL BE REINFORCED CONCRETE PIPE (RCP) UNLESS NOTED OTHERWISE.

C. BOX CULVERT PIPE OR CULVERTS SHALL BE EITHER CAST-IN-PLACE OR PRECAST UNITS IN ACCORDANCE WITH THE APPLICABLE GDOT

STANDARD DETAIL. PRECAST BOX UNITS SHALL BE PROVIDED & INSTALLED IN ACCORDANCE WITH GDOT STANDARD DETAIL 2530P.

D. CULVERT HEADWAYS, PARAPETS AND WINGWALLS SHALL BE PROVIDED & INSTALLED IN ACCORDANCE WITH THE APPLICABLE GDOT

STANDARD DETAIL.

16. ALL TRACK OUT MUD OR DIRT MUST BE REMOVED FROM PUBLIC STREETS OR ROADWAYS.

17. ALL CUT AND FILL SLOPES SHALL BE GRASSED AS DIRECTED BY THE ENGINEER IMMEDIATELY AFTER THE SLOPES ARE ESTABLISHED IN

ORDER TO REDUCE EROSION. IF THE SEASON DOES NOT PERMIT PERMANENT GRASSING, TEMPORARY MULCH SHALL BE USED AS DIRECTED

BY THE ENGINEER.

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1General Notes & Legend

PROJECT AREA

JEFFERSONVILLE ROAD

GAS LINE

FIRE HYDRANT

GATE VALVE

MANHOLE

LEGEND

PROPERTY LINE

IRON PIN FOUND

CONCRETE MONUMENT

CONTOUR

UTILITY POLE/GUY WIRE

OVERHEAD POWER

BURIED CABLE

WATER LINE

METER BOX

SIGN

MAILBOX

FENCE

RIGHT-OF-WAY LINE

SEWER LINE

WOOD LINE (CLEARING LIMITS)

SURVEY CONTROL POINTS

DITCH ℄ W/ FLOW DIRECTION

GENERAL CONSTRUCTION NOTES:

1. CONTRACTOR SHALL NOTIFY THE UTILITY PROTECTION AGENCY 72 HOURS PRIOR TO THE START OF WORK. THE UTILITY PROTECTION AGENCY'S PHONE NUMBER

IS 1-800-282-7411 (GEORGIA 811)

2. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO EXCAVATION.

3. EXISTING UTILITY LINES SHOWN ARE APPROXIMATE LOCATIONS ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITY LINE LOCATIONS PRIOR TO ANY CONSTRUCTION. ANY DEVIATIONS FROM THE DESIGN LOCATION SHALL BE REPORTED TO THE ENGINEER PRIOR TO CONSTRUCTION. DAMAGE TO EXISTING UTILITY LINES RESULTING FROM THE CONTRACTOR'S NEGLIGENCE SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

4. IF THE CONTRACTOR DAMAGES ANY EXISTING UTILITIES DURING CONSTRUCTION, HE SHALL, AT HIS OWN EXPENSE, REPLACE OR REPAIR THE UTILITIES TO THEIR ORIGINAL CONDITION AND QUALITY, AS APPROVED BY THE ENGINEER AND REPRESENTATIVE FROM THE APPROPRIATE UTILITY COMPANY.

5. WHEN CONSTRUCTION INVOLVES THE REMOVAL OF FENCES, POLES, SIDEWALKS, DRIVEWAY, TEMPORARY OR FIXED STRUCTURES, THE CONTRACTOR, AT HIS EXPENSE, SHALL PROVIDE FOR TEMPORARY SERVICE OF CONTAINMENT TO THE AFFECTED PROPERTY AND SHALL REPLACE SUCH ITEMS WITH SIMILAR OR BETTER MATERIALS AS SOON AS PRACTICAL OR AS DIRECTED BY THE ENGINEER FOLLOWING PIPE INSTALLATION.

6. PEDESTRIAN AND LOCAL VEHICULAR TRAFFIC SHALL BE MAINTAINED AT ALL TIMES DURING CONSTRUCTION. SAFETY DEVICES AND CERTIFIED FLAG MEN SHALL BE PROVIDED BY THE CONTRACTOR AT HIS EXPENSE. WRITTEN PERMISSION TO CLOSE THE CONSTRUCTION AREA TO TRAFFIC MUST BE OBTAINED FROM

THE APPROPRIATE GOVERNMENT AGENCY PRIOR TO THE CLOSING.

7. CONTRACTOR SHALL PERFORM CONSTRUCTION IN A MANNER THAT WILL ALLOW VEHICULAR TRAFFIC ACCESS TO EACH HOME OR BUSINESS DURING

CONSTRUCTION.

8. MINIMUM COVER FOR WATER & SEWERS SHALL BE 48 INCHES EXCEPT WHERE NOTED OR SHOWN.

9. CONTRACTOR SHALL MAINTAIN "AS-BUILT" FIELD DRAWINGS AND SHALL MEASURE AND SHOW LOCATIONS OF ALL MAINS, MAN HOLES, WET WELLS, VALVES, ETC. AND INCLUDE ALL OTHER UTILITIES ENCOUNTERED. CONTRACTOR SHALL TURN "AS-BUILT" OVER TO ENGINEER PRIOR TO FINAL PAYMENT.

10. CONTRACTOR SHALL MATCH EXISTING GRASS WHEN REPAIRING MAINTAINED LAWN DISTURBED AREAS.

11. ALL CLEARING AND GRUBBING SILT FENCE/HAY BALES AND GRASSING WILL BE PAID FOR AT THE UNIT PRICE SHOWN ON THE BID FORM.

12. ALL WATER MAIN &/OR SANITARY FORCEMAIN PIPE SHALL BE AWWA C-900 PVC PIPE (DR 18), DUCTILE IRON(CLASS 350) OR HDPE (SDR 11) UNLESS NOTED OTHERWISE. IF HDPE IS APPROVED BY ENGINEER, THE INSIDE DIAMETER (ID) MUST BE LARGER THAN OR EQUAL TO THE INSIDE DIAMETER OF THE PVC OR

DUCTILE IRON PIPE SIZE SHOWN ON PLANS.

13. CONTRACTOR IS TO CONSTRUCT THE UTILITIES AS SHOWN ON THE PLANS. WHERE UNDERGROUND UTILITIES DO EXIST, CONTRACTOR IS TO MAINTAIN A MINIMUM OF 18 INCHES OF HORIZONTAL SEPARATION BETWEEN EXISTING UTILITIES AND PROPOSED UTILITIES UNLESS OTHERWISE DIRECTED BY THE

APPROPRIATE GOVERNMENT AGENCY OR THE ENGINEER.

14. THE OWNER AND ALL OTHER UTILITY COMPANIES (TELEPHONE, ELECTRIC, ETC.) SHALL BE CONTACTED BY THE CONTRACTOR PRIOR TO THE BEGINNING OF

CONSTRUCTION. (CALL GEORGIA 811)

15. ALL EROSION AND SEDIMENTATION CONTROL SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE SUBJECT TO REVIEW BY THE ENGINEER OR

OWNER.

16. ALL CONSTRUCTION STAKING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT HIS EXPENSE.

17. CONTRACTOR SHALL RELOCATE EXISTING STRUCTURES. THAT ARE IN CONFLICT WITH CONSTRUCTION AND RETURN THEM TO THEIR ORIGINAL LOCATION

AFTER CONSTRUCTION.

18. CONSTRUCTION WILL BE ON EASEMENT AND/OR ON PUBLIC OWNED PROPERTY. ALL DEBRIS CLEARED SHALL BE HAULED OFF SITE AND DISPOSED OF PROPERLY

BY THE CONTRACTOR.

19. SOIL AND EROSION CONTROL MEASURES SHALL BE INSTALLED BEFORE CONSTRUCTION BEGINS.

20. AN 18” VERTICAL SEPARATION SHALL BE MAINTAINED AT UTILITY CROSSINGS. WHEN CROSSING A WATER MAIN, FORCE MAIN OR SEWER MAIN, PIPE JOINTS

SHALL BE PLACED AS FAR AWAY AS PRACTICAL FROM THE OTHER PIPE.

21. CONSTRUCTION CANNOT BEGIN UNTIL ALL PERMITS ARE IN PLACE.

22. THE CONTRACTOR SHALL ENSURE THAT POSITIVE AND ADEQUATE DRAINAGE IS MAINTAINED AT ALL TIMES WITHIN THE PROJECT LIMITS.

23. ALL PROPOSED DRAINAGE PIPE TO BE RCP, CPP AS INDICATED OR APPROVED EQUAL.

24. ALL PIPE LENGTHS AND DISTANCES BETWEEN STRUCTURES ARE MEASURED FROM CENTER OF STRUCTURE TO CENTER OF STRUCTURE ALONG A HORIZONTAL

PLANE.

25. PROJECT DOES NOT REQUIRE A NOTICE OF INTENT (NOI). LESS THAN 1 ACRE OF DISTURBANCE.

26. PROTECT ADJACENT CURBS, TREES, ASPHALT, UTILITIES, SIDEWALKS, AND OTHER ITEMS TO REMAIN FROM DAMAGE.

27. THE CONTRACTOR SHALL ADJUST NECESSARY EXISTING SANITARY SEWER MANHOLE COVERS, WATER VALVES AND WATER METER BOX TOPS TO MATCH

PROPOSED FINISH GRADES.

28. THE CONTRACTOR SHALL SAW-CUT EXISTING ASPHALT AND CONCRETE PAVING AS REQUIRED PRODUCING A SMOOTH JOINT WITH NEW PAVEMENT.

29. THE CONTRACTOR IS RESPONSIBLE FOR INITIATING, SUPERVISING AND MAINTAINING ALL SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS FOR THE SAFETY OF AND SHALL PROVIDE THE NECESSARY PROTECTION TO PREVENT DAMAGE, INJURY OR LOSS TO ALL EMPLOYEES AT THE WORK SITE, THE GENERAL PUBLIC AND OTHER PERSONS WHO ARE AFFECTED BY THE WORK.

30. CONSTRUCTION WILL BE ON EASEMENT AND/OR IN PUBLIC RIGHTS-OF-WAY. ALL DEBRIS CLEARED SHALL BE HAULED OFF SITE AND DISPOSED OF PROPERLY BY

THE CONTRACTOR.

31. THE CONTRACTOR IS RESPONSIBLE FOR ANY LAND AND/OR PROPERTY BEYOND THE PROJECT CONSTRUCTION AREA WHICH MAY BE SUBJECT TO ANY EFFECTS

OR BYPRODUCT OF HIS CONSTRUCTION EFFORTS.

32. CONTRACTOR SHALL RELOCATE EXISTING SIGNS, MAILBOXES, ETC. THAT ARE IN CONFLICT WITH CONSTRUCTION AND RETURN THEM TO THEIR ORIGINAL LOCATION AFTER CONSTRUCTION UNLESS OTHERWISE INSTALLED. SEE PROPOSED MAILBOX NOTE ON THIS SHEET.

33. THE OWNER & ALL UTILITY COMPANIES (WATER, SEWER, GAS, TELEPHONE, ELECTRIC, ETC.) SHALL BE CONTACTED BY THE CONTRACTOR PRIOR TO THE

BEGINNING OF CONSTRUCTION.

STORM PIPE

GDOT CONSTRUCTION STANDARDS

1019A DROP INLETS

1033B CATCH BASINS

1120 FLARED END SECTIONS FOR PIPES

1401 PAVEMENT PATCHING DETAILS (STORM DRAIN OR UTILITY INSTALLATIONS BY OPEN CUT ACROSS EXISTING PAVEMENT)

GDOT CONSTRUCTION DETAILS

A-1 DRIVEWAYS WITH TAPERED ENTRANCES CONCRETE VALLEY GUTTERS

A-2 CONCRETE VALLEY GUTTER AT STREET INTERSECTION

A-3 CONCRETE SIDEWALK DETAILS CURB CUT (WHEELCHAIR) RAMPS

A-4 DETECTABLE WARNING SURFACE TRUNATED DOME SIZE, SPACING AND ALIGNMENT REQUIREMENTS T-11A DETAILS OF PAVEMENT MARKING PLACEMENT ON NON-LIMITED ACCESS ROADWAY (CROSSWALK & STOP BAR DETAIL ONLY)

NOTE:

NOT ALL GDOT STANDARDS &/OR CONSTRUCTION DETAILS ARE INCLUDED IN THIS PLAN SET. FOR APPLICABLE DOCUMENTS NOT INCLUDED VISIT https://mydocs.dot.ga.gov/info/gdotpubs/ConstructionStandardsAndDetails/Forms/AllItems.aspx

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AutoCAD SHX Text NOTICE: THE ENGINEER DOES NOT WARRANT, GUARANTEE NOR ASSUME RESPONSIBILITY FOR THE PRECISION OR ACCURACY OF THE CONTOURS, SOIL TYPES AND THEIR DELINEATION, PROPERTY LINES, RIGHTS-OF-WAYS, PROPERTY OWNERS AND EXISTING UTILITIES SHOWN OR REPRESENTED ON THIS PLAN. THE INFORMATION CONTAINED HEREIN IS COMPILED FROM VARIOUS SOURCES AND IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR AND SHALL ALWAYS BE FIELD VERIFIED IF THE NEED ARISES.

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GRID

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PROPOSED

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EXISTING

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OHP

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BC

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SS

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CP

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W

327326

325 324

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Sidewalk Plan

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COM

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24" VCP INV=318.72

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24" VCP INV=318.79

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24" VCP INV=318.81

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24" VCP INV=319.46

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24" VCP INV=319.55

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24" VCP INV=319.47

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BENCHMARK RR SPIKE IN POLE ELEV=328.21

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GAS MARKOUT POST

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24"CLAY PIPES

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JEFFERSONVILLE ROAD (R/W VARIES)

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PERRY DRIVE

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EX. MH TOP=324.6 INV=318.8

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EX. HEADWALL TO BE REMOVED

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MAGNETIC

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HOOD

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HOOD

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HOOD

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EX. MH TOP=327.94 INV IN=323.51(N) INV IN=323.74(E) INV OUT=323.44(W)

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EX. GATE VALVE

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15" FES INV=323.60

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CATCH BASIN(CB1) THROAT=±325.00INV IN=321.31 INV OUT=321.11

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CATCH BASIN(CB2) THROAT=±327.18INV IN=322.64 INV OUT=322.44

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CATCH BASIN(CB3) THROAT=±328.15INV IN=325.37 INV IN=323.70 INV OUT=323.20

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±16 LF OF 15" CPP@ 0.53%

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CLOSED FLUME INLET (FDOT INDEX 425-061) (SEE SHEET 8)

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CONC. RAMP W/ DETECTABLE WARNING (GDOT STD. A3)

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TRANSITION FROM ±8' WIDE EX. SIDEWALK TOPROPOSED 5' WIDE PROP. SIDEWALK

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CROSS WALK (GDOT STD. T11A)

AutoCAD SHX Text SAW CUT EX. PAVEMENT, FIX WATER LEAK, REPAVE & GRADE NEW PAVING TO DRAIN TOWARDS CATCH BASINS (GDOT STD. 1401)

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5' WIDE SIDEWALK

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JUNCTION BOX(JB1) TOP=324.83 INV IN=321.03 INV OUT=320.83

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24" FLARED END SECTION(FES1) (GDOT STD. 1120) INV=320.75

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EXTEND 24" PIPES AND INSTALL STRAIGHT HEADWALL (SEE DETAIL)

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GAS LINE RELOCATION LOWER IN PLACE (VERIFY DEPTH PRIOR TO CONSTRUCTION)

AutoCAD SHX Text RAISE MH FRAME & COVER TO SAME GRADE OF THE BACK OF THE PROPOSED SIDEWALK (±325.4)

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INSTALL CONCRETE COLLAR AT CONNECTION OF EXISTING & PROPOSED PIPES

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12" DROP INLET(DI1) TOP=328.45 INV OUT=325.45

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DR-RUN-1A PROFILE SHEET 5

AutoCAD SHX Text

15" FES INV=323.75

AutoCAD SHX Text

CONC. RAMP W/ DETECTABLE WARNING (GDOT STD. A3)

AutoCAD SHX Text

6" INSERTION VALVE (WET TAP) (SEE SHEET NOTE 2)

AutoCAD SHX Text

SAW CUT EX. ROLL-OVER C&G AND TIE-IN PROP. C&G (TYP. BOTH SIDES OF ROAD)

AutoCAD SHX Text

DR-RUN-1B PROFILE SHEET 5

AutoCAD SHX Text

CONNECT PROP. DIP TO EX. CIP WATER MAIN

AutoCAD SHX Text

STORM DRAIN OUTLET PROTECTION

AutoCAD SHX Text

STORM DRAIN OUTLET PROTECTION

AutoCAD SHX Text

STORM DRAIN OUTLET PROTECTION

AutoCAD SHX Text 30" CONC. CURB & GUTTER (MATCH ADJACENT ASPHALT EOP PROFILE) (SAW CUT REQUIRED) (TYP.)

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK (TYP.)

AutoCAD SHX Text

24" STOP BAR

AutoCAD SHX Text

CROSS-SECTION SCALES: HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4'

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

PERRY DR.

AutoCAD SHX Text 2:1

AutoCAD SHX Text

EX. SIDEWALK

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text SHEET NOTES: 1. DEPTH OF EXISTING UTILITIES ARE ASSUMED AND SHALL DEPTH OF EXISTING UTILITIES ARE ASSUMED AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO INSTALLATION. 2. INSTALL INSERTION VALVE(S) ONLY IF NECESSARY TO INSTALL INSERTION VALVE(S) ONLY IF NECESSARY TO TO ISOLATE WATER MAIN LEG. IF NEARBY EXISTING VALVE(S) ARE PRESENT THAT CAN ISOLATE THE WATER MAIN, INSERTION VALVE(S) SHALL NOT BE INSTALLED. 3. INSTALL PROPOSED STORM PIPES AS CLOSE AS INSTALL PROPOSED STORM PIPES AS CLOSE AS POSSIBLE TOWARDS THE JEFFERSONVILLE RD. EDGE OF PAVEMENT.

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 4" GAS

AutoCAD SHX Text

EX. 4" GAS

AutoCAD SHX Text

EX. 4" GAS

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 4" GAS

AutoCAD SHX Text

EX. 4" GAS

AutoCAD SHX Text

EX. 4" GAS

AutoCAD SHX Text

EX. 4" GAS

AutoCAD SHX Text

EX. 4" GAS

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

PROP. 2" GAS

AutoCAD SHX Text

PROP. 6" WATER

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text REMOVE EX. HEADWALL & INSTALL CONCRETE COLLAR AT CONNECTION OF EXISTING & PROPOSED PIPES

AutoCAD SHX Text

PROP. TRIPLE 24" RCP

AutoCAD SHX Text

PROP. HEADWALL

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

AutoCAD SHX Text

SEE SHEET 3 FOR CONTINUATION STA 6+00

SEE SHEET AP1 FOR ES&PC LOCATIONS AND A 1"=10' SCALE DRAWINGS

334333

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Sidewalk Plan

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AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text W

AutoCAD SHX Text

30" CEDAR

AutoCAD SHX Text

24" CEDAR

AutoCAD SHX Text

12" MAG(X4)

AutoCAD SHX Text

15" HOLLY

AutoCAD SHX Text

CURB INLET RIM=335.20 THR=334.26 INV=330.80

AutoCAD SHX Text

CURB INLET RIM=335.93 THR=335.10 INV=331.43

AutoCAD SHX Text

FIBER MARKOUT POST & BOX

AutoCAD SHX Text

18' ALLEY

AutoCAD SHX Text

COM

AutoCAD SHX Text W

AutoCAD SHX Text

STORM INLET RIM=332.91 THR=331.13 INV=329.51

AutoCAD SHX Text

24" RCP INV=326.87

AutoCAD SHX Text

SDMH RIM=339.03 INV=333.26

AutoCAD SHX Text

SDMH RIM=333.36 INV=±327.16(FULL OF WATER & DEBRIS)

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

24" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

15" RCP

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

JEFFERSONVILLE ROAD (R/W VARIES)

AutoCAD SHX Text

MORNINGSIDE DRIVE

AutoCAD SHX Text 40' R/W

AutoCAD SHX Text

HP 334.25

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

HOOD

AutoCAD SHX Text

HOOD

AutoCAD SHX Text

15" FES INV=332.75

AutoCAD SHX Text REMOVE EX. DRAINAGE STRUCTURE AND INSTALL DOUBLE WING CATCH BASIN (CB6) (GDOT STD. 1033B) THROAT=±332.6INV IN=330.84 EX. INV OUT=329.51

AutoCAD SHX Text

18" DROP INLET(DI3) TOP=330.5 INV OUT=328.5

AutoCAD SHX Text

CATCH BASIN(CB4) THROAT=±329.13INV IN=325.98 INV IN=324.37 INV OUT=324.17

AutoCAD SHX Text

CATCH BASIN(CB5) THROAT=±330.23INV IN=327.34 INV OUT=324.98

AutoCAD SHX Text

CONC. RAMP W/ DETECTABLE WARNING (GDOT STD. A3)

AutoCAD SHX Text

CONC. RAMP W/ DETECTABLE WARNING (GDOT STD. A3)

AutoCAD SHX Text

CROSS WALK (GDOT STD. T11A)

AutoCAD SHX Text NOTE: -SAW CUT EX. CONCRETE DRIVE. SMOOTH TRANSITION TO PROPOSED CONCRETE DRIVE. -2% MAX. SLOPE @ 5' SIDEWALK (3 EACH - THIS SHEET)

AutoCAD SHX Text

RELOCATED STOP SIGN

AutoCAD SHX Text

24" STOP BAR

AutoCAD SHX Text

SAW CUT EX. C&G AND TIE-IN PROP. C&G (TYP. BOTH SIDES OF ROAD)

AutoCAD SHX Text

RELOCATE MAILBOX

AutoCAD SHX Text

RELOCATE MAILBOX

AutoCAD SHX Text

RELOCATE MAILBOX

AutoCAD SHX Text

12" DROP INLET(DI1) TOP=328.45 INV OUT=325.45

AutoCAD SHX Text

18" DROP INLET(DI2) TOP=329.1 INV OUT=326.1

AutoCAD SHX Text

DR-RUN-1C PROFILE SHEET 5

AutoCAD SHX Text

DR-RUN-1A PROFILE SHEET 5

AutoCAD SHX Text

DR-RUN-2A PROFILE SHEET 5

AutoCAD SHX Text

6" INSERTION VALVE (WET TAP) (SEE SHEET NOTE 2)

AutoCAD SHX Text

CONNECT PROP. DIP TO EX. CIP WATER MAIN

AutoCAD SHX Text 30" CONC. CURB & GUTTER (MATCH ADJACENT ASPHALT EOP PROFILE) (SAW CUT REQUIRED) (TYP.)

AutoCAD SHX Text 30" CONC. CURB & GUTTER (MATCH ADJACENT ASPHALT EOP PROFILE) (SAW CUT REQUIRED) (TYP.)

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK (TYP.)

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK (TYP.)

AutoCAD SHX Text

CONC. DRIVE (GDOT STD. A2) (TYP.)

AutoCAD SHX Text

CONC. DRIVE (GDOT STD. A2) (TYP.)

AutoCAD SHX Text

CONC. DRIVE (GDOT STD. A2) (TYP.)

AutoCAD SHX Text

CROSS-SECTION SCALES: HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4'

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

EX. R/W

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text 2:1

AutoCAD SHX Text 2:1

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text SHEET NOTES: 1. DEPTH OF EXISTING UTILITIES ARE ASSUMED AND SHALL DEPTH OF EXISTING UTILITIES ARE ASSUMED AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO INSTALLATION. 2. INSTALL INSERTION VALVE(S) ONLY IF NECESSARY TO INSTALL INSERTION VALVE(S) ONLY IF NECESSARY TO TO ISOLATE WATER MAIN LEG. IF NEARBY EXISTING VALVE(S) ARE PRESENT THAT CAN ISOLATE THE WATER MAIN, INSERTION VALVE(S) SHALL NOT BE INSTALLED. 3. INSTALL PROPOSED STORM PIPES AS CLOSE AS INSTALL PROPOSED STORM PIPES AS CLOSE AS POSSIBLE TOWARDS JEFFERSONVILLE RD.

AutoCAD SHX Text

PROP. 6" WATER

AutoCAD SHX Text

PROP. 6" WATER

AutoCAD SHX Text

PROP. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

2' GRASS STRIP

AutoCAD SHX Text

STD. C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

SPILL TYPE C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

SPILL TYPE C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

SPILL TYPE C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

SPILL TYPE C&G

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

18" CPP

AutoCAD SHX Text

CONC. DRIVE (GDOT STD. A2) (TYP.)

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

AutoCAD SHX Text

SEE SHEET 2 FOR CONTINUATION STA 6+00

AutoCAD SHX Text

SEE SHEET 4 FOR CONTINUATION STA 11+50

SEE SHEET AP2 FOR ES&PC LOCATIONS AND A 1"=10' SCALE DRAWINGS

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Sidewalk Plan

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CURB INLET RIM=335.94 THR=335.32 INV=(FULL)

AutoCAD SHX Text

SDMH RIM=335.11 INV A=331.41 INV B=330.17 INV C=328.71 INV D=328.31

AutoCAD SHX Text

CURB INLET RIM=335.43 THR=334.46 INV=331.33

AutoCAD SHX Text

STORM INLET RIM=331.23 INV A=327.48 INV B=327.33 INV C=327.18

AutoCAD SHX Text

24"RCP AT HEADWALL INV=326.43

AutoCAD SHX Text

STORM INLET RIM=331.33 THR=329.45 INV=328.23

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text (C)

AutoCAD SHX Text (D)

AutoCAD SHX Text (C)

AutoCAD SHX Text (A)

AutoCAD SHX Text (B)

AutoCAD SHX Text

JEFFERSONVILLE ROAD (R/W VARIES)

AutoCAD SHX Text McCALL ROAD

AutoCAD SHX Text 50' R/W

AutoCAD SHX Text

MAGNETIC

AutoCAD SHX Text

15" FES INV=331.15

AutoCAD SHX Text DOUBLE WING CATCH BASIN (CB7) (GDOT STD. 1033B) (SET BOX OVER OF EX. CULVERT) THROAT=±331.4INV IN=329.82 EX. INV OUT=±328.9

AutoCAD SHX Text

CONC. RAMP W/ DETECTABLE WARNING (GDOT STD. A3)

AutoCAD SHX Text

SAW-CUT & TIE-IN PROP. C&G TO EX. C&G

AutoCAD SHX Text

REMOVE EX. DRAINAGE STRUCTURE & NECESSARY STORM PIPE

AutoCAD SHX Text

DR-RUN-3A PROFILE SHEET 5

AutoCAD SHX Text 30" CONC. CURB & GUTTER (MATCH ADJACENT ASPHALT EOP PROFILE) (SAW CUT REQUIRED) (TYP.)

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK (TYP.)

AutoCAD SHX Text

CONC. RAMP W/ DETECTABLE WARNING (GDOT STD. A3)

AutoCAD SHX Text 5' WIDE x 6' LONG LANDING

AutoCAD SHX Text

CROSS WALK (GDOT STD. T11A)

AutoCAD SHX Text

24" STOP BAR

AutoCAD SHX Text

SAW-CUT & TIE-IN PROP. C&G TO EX. C&G

AutoCAD SHX Text

CROSS-SECTION SCALES: HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 4'

AutoCAD SHX Text McCALL RD

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

JEFFERSONVILLE RD.

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text SHEET NOTES: 1. DEPTH OF EXISTING UTILITIES ARE ASSUMED AND SHALL DEPTH OF EXISTING UTILITIES ARE ASSUMED AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO INSTALLATION.

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

SPILL TYPE C&G

AutoCAD SHX Text

5' WIDE CONC. SIDEWALK

AutoCAD SHX Text

SPILL TYPE C&G

AutoCAD SHX Text

15" CPP

AutoCAD SHX Text

( IN FEET )

AutoCAD SHX Text

GRAPHIC SCALE

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1 inch = ft.

AutoCAD SHX Text

AutoCAD SHX Text

SEE SHEET 3 FOR CONTINUATION STA 11+50

SEE SHEET AP3 FOR ES&PC LOCATIONS AND A 1"=10' SCALE DRAWINGS

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5Drainage Profiles

J e f f e r s o n v il l e R o a d

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AutoCAD SHX Text

DR-RUN-1A HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 3'

AutoCAD SHX Text CATCH BASIN (CB1) GDOT STD. 1019B THROAT=±325.00INV IN=321.61(18") INV OUT=321.11(24")

AutoCAD SHX Text

JUNCTION BOX (JB1) TOP=±324.83INV IN=321.02(24") INV OUT=320.82(24")

AutoCAD SHX Text

FLARED END SECTION (FES1) INV OUT=320.75(24")

AutoCAD SHX Text CATCH BASIN (CB2) GDOT STD. 1019B THROAT=±327.18INV IN=322.94(18") INV OUT=322.74(18")

AutoCAD SHX Text CATCH BASIN (CB3) GDOT STD. 1019B THROAT=±328.15INV IN=325.37(18") INV IN=323.70(18") INV OUT=323.50(18")

AutoCAD SHX Text CATCH BASIN (CB5) GDOT STD. 1019B THROAT=±330.23INV IN=327.32(18") INV OUT=324.98(18")

AutoCAD SHX Text

DROP INLET (DI3) DETAIL ON SHEET 8 TOP=±330.5INV OUT=327.5(18")

AutoCAD SHX Text CATCH BASIN (CB4) GDOT STD. 1019B THROAT=±329.13INV IN=325.98(18") INV IN=324.37(18") INV OUT=324.17(18")

AutoCAD SHX Text

±10 LF OF24" RCP @ 0.70%

AutoCAD SHX Text

±17 LF OF24" RCP @ 0.51%

AutoCAD SHX Text

±197 LF OF 18" CPP @ 0.50%

AutoCAD SHX Text

±9 LF OF18" CPP @ 2.00%

AutoCAD SHX Text

MATCH CROWNS

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

18" CPP TO DI1

AutoCAD SHX Text

18" CPP TO DI2

AutoCAD SHX Text

PERRY DR.

AutoCAD SHX Text 20+15

AutoCAD SHX Text 20+32

AutoCAD SHX Text 22+29

AutoCAD SHX Text 23+34

AutoCAD SHX Text 24+23

AutoCAD SHX Text 25+43

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text

EX. GRADE

AutoCAD SHX Text

PROP. GRADE @ BACK OF CURB

AutoCAD SHX Text

PROP. GUTTER END

AutoCAD SHX Text 25+52

AutoCAD SHX Text 25+50

AutoCAD SHX Text

±105 LF OF 18" CPP @ 0.53%

AutoCAD SHX Text

±88 LF OF 18" CPP @ 0.53%

AutoCAD SHX Text

±121 LF OF 18" CPP @ 0.51%

AutoCAD SHX Text

PROP. GUTTER GRADE

AutoCAD SHX Text

PROP. GUTTER BEGIN

AutoCAD SHX Text

PROP. GRADE @ BACK OF CURB

AutoCAD SHX Text

PROP. GUTTER GRADE

AutoCAD SHX Text

DRIVEWAY

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

EX. 4" GAS

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

VERIFY LOCATION & DEPTH OF EXISTING UTILITYIES PRIOR TO CONSTRUCTION

AutoCAD SHX Text

VERIFY LOCATION & DEPTH OF EXISTING UTILITYIES PRIOR TO CONSTRUCTION

AutoCAD SHX Text

PROP. 2" GAS MAIN

AutoCAD SHX Text

PROP. 6" WATER MAIN

AutoCAD SHX Text

PROP. 4" GAS

AutoCAD SHX Text

18" NYLOPLAST BASIN

AutoCAD SHX Text 26+00

AutoCAD SHX Text 26+08

AutoCAD SHX Text

DR-RUN-1B HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 3'

AutoCAD SHX Text

DROP INLET (DI1) DETAIL ON SHEET 8 TOP=±328.45INV OUT=325.45(18")

AutoCAD SHX Text CATCH BASIN (CB3) GDOT STD. 1019B THROAT=±328.15INV IN=325.37(18") INV IN=323.70(18") INV OUT=323.50(18")

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

EX. 8" SEWER

AutoCAD SHX Text

PROP. 2" GAS MAIN

AutoCAD SHX Text

PROP. 6" WATER MAIN

AutoCAD SHX Text

±8 LF OF12" CPP @ 1.00%

AutoCAD SHX Text

12" NYLOPLAST BASIN

AutoCAD SHX Text 27+00

AutoCAD SHX Text 27+08

AutoCAD SHX Text

DR-RUN-1C HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 3'

AutoCAD SHX Text

DROP INLET (DI2) DETAIL ON SHEET 8 TOP=±329.1INV OUT=326.1(18")

AutoCAD SHX Text CATCH BASIN (CB4) GDOT STD. 1019B THROAT=±329.13INV IN=325.98(18") INV IN=324.37(18") INV OUT=324.17(18")

AutoCAD SHX Text

EX. 2" GAS

AutoCAD SHX Text

EX. 6" WATER

AutoCAD SHX Text

PROP. 6" WATER MAIN

AutoCAD SHX Text

PROP. 2" GAS MAIN

AutoCAD SHX Text

±8 LF OF18" CPP @ 1.50%

AutoCAD SHX Text

18" NYLOPLAST BASIN

AutoCAD SHX Text DOUBLE WING CATCH BASIN (CB6) GDOT STD. 1033B THROAT=±332.6INV IN=330.84(15") INV OUT=±329.51(15" EX.)

AutoCAD SHX Text

FLARED END SECTION (FES2) INV OUT=332.75(15")

AutoCAD SHX Text

DR-RUN-2A HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 3'

AutoCAD SHX Text

FLARED END SECTION (FES3) INV=331.15(15")

AutoCAD SHX Text DOUBLE WING CATCH BASIN (CB7) GDOT STD. 1033B THROAT=±331.4INV IN=329.82(15") INV OUT=±328.9(15" EX.)

AutoCAD SHX Text

DR-RUN-3A HORIZONTAL SCALE: 1" = 20' VERTICAL SCALE: 1" = 3'

AutoCAD SHX Text

±15 LF OF15" CPP @ 11.56%

AutoCAD SHX Text

±10 LF OF15" CPP @ 10.0%

AutoCAD SHX Text

SEE PLAN SHEET 4

AutoCAD SHX Text

SEE PLAN SHEET 3

AutoCAD SHX Text

SEE PLAN SHEET 2

AutoCAD SHX Text

SEE PLAN SHEET 3

AutoCAD SHX Text NOTE: DEPTH OF EXISTING UTILITIES ARE ASSUMED AND SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO INSTALLATION.

AutoCAD SHX Text

CATCH BASIN (CB1 - CB5)

AutoCAD SHX Text

GDOT STANDARD 1019B DROP INLET (W/ HOOD) TYPE V-1

AutoCAD SHX Text

DOUBLE WING CATCH BASIN (CB6 & CB7)

AutoCAD SHX Text

GDOT STANDARD 1033B

AutoCAD SHX Text

DROP INLET (DI1)

AutoCAD SHX Text

ADS NYLOPLAST 12 IN. DRAIN BASIN

AutoCAD SHX Text

SEE DETAIL ON SHEET 6

AutoCAD SHX Text

SEE DETAIL ON SHEET 7

AutoCAD SHX Text

SEE DETAIL ON SHEET 8

AutoCAD SHX Text

STRUCTURE

AutoCAD SHX Text

DESCRIPTION

AutoCAD SHX Text

DETAIL LOCATION

AutoCAD SHX Text

DROP INLET (DI2 - DI3)

AutoCAD SHX Text

ADS NYLOPLAST 18 IN. DRAIN BASIN

SEE DETAIL ON SHEET 8

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AutoCAD SHX Text

%%UNYLOPLAST 12" & 18" DRAIN BASIN

AutoCAD SHX Text

%%UDROP INLET (DI)

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

0.0 < WIDTHS < 5.0

AutoCAD SHX Text

SURFACE COURSE

AutoCAD SHX Text

WIDTH EXCAV. AREA

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text

CLASS "B" CONCRETE

AutoCAD SHX Text NO SCALE CLASS "B" CONCRETE BASE OR PAVEMENT WIDENING Item code 500-9999 -Cu. Yds.

AutoCAD SHX Text In excavated areas between the existing paving and new curb and gutter that are 5'-0" or less in width, Class "B" concrete shall be placed in lieu of the base and paving specified by the typical section. Payment will be made under "Class B Concrete Base and Pavement Widening". In excavated areas greater than 5'-0" in width, the Contractor shall place base and paving as specified on the typical section. See plans for details of curb and gutter construction.

CLASS "B" CONCRETE BASE OR WIDENING DETAIL

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WATER

WATER

J e f f e r s o n v il l e R o a d

S id e w a l k E x t e n s io n F O

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AutoCAD SHX Text

DETAIL

AutoCAD SHX Text

%%UCURB TERMINATION

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

CURB & GUTTER

AutoCAD SHX Text

%%USTANDARD TYPE

AutoCAD SHX Text

8%%% SLOPE

AutoCAD SHX Text

3%%% SLOPE

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

CURB & GUTTER

AutoCAD SHX Text

%%USPILL TYPE

AutoCAD SHX Text CONSTRUCTION JOINT DEPTH SHALL BE 1/4 OF THE SLAB THICKNESS AND 1/8" WIDE AND SHALL BE SAWED OR TROWELED WITHIN 24 HOURS OF POURING.

AutoCAD SHX Text

3,000 LB CONCRETE W/FIBERMESH

AutoCAD SHX Text

COMPACTED BASE

AutoCAD SHX Text

%%UTYPICAL SECTION & SIDEWALK DETAIL

AutoCAD SHX Text

%%UPROFILE

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

%%UPLAN

AutoCAD SHX Text

%%USECTION

AutoCAD SHX Text

CONSTRUCTION JOINTS

AutoCAD SHX Text

2:1 SLOPE MAX.

AutoCAD SHX Text

CONC. SIDEWALK

AutoCAD SHX Text

GRASS SHOULDER

AutoCAD SHX Text

EX. ASPHALT PAVING

AutoCAD SHX Text

SLOPE 2% MAX. (MAY BE FLAT)

AutoCAD SHX Text 1/2" THICK EXPANSION JOINT FILLER SHALL BE PLACED A MAXIMUM OF 60' INTERVALS AND AT ALL INTERSECTIONS W/STEPS, CURBS, OR ANY OTHER WALKS ABUTTING STRUCTURES.

AutoCAD SHX Text FINAL FINISH SHALL BE MEDIUM TO LIGHT BROOM FINISH AND UNIFORM EXCEPT 6" EDGE WITH SMOOTH TROWEL FINISH. ALL EDGES

AutoCAD SHX Text 20'

AutoCAD SHX Text

TRANSVERSE CONTRACTION JOINT

AutoCAD SHX Text

12" EXP. JOINT

AutoCAD SHX Text

12" EXP. JOINT

AutoCAD SHX Text

CONTRACTION JOINT

AutoCAD SHX Text

14" RADIUS (TYP.)

AutoCAD SHX Text

CONTRACTION JOINT

AutoCAD SHX Text

12" EXP. JT. TYP. AT STRUCTURES

AutoCAD SHX Text

PROP. CONC. CURB & GUTTER

AutoCAD SHX Text

2% MAX. SLOPE

AutoCAD SHX Text S

AutoCAD SHX Text S

AutoCAD SHX Text NOTES: 1. CONCRETE TO BE PLACED 4" THICK AND FINISHED WITH TAMPS, WOOD CONCRETE TO BE PLACED 4" THICK AND FINISHED WITH TAMPS, WOOD FLOATS AND STIFF-BRISTLE BROOMS. 2. TRANSVERSE CONTRACTION JOINTS SHALL BE PLACED AT 20 FT. TRANSVERSE CONTRACTION JOINTS SHALL BE PLACED AT 20 FT. INTERVALS. ALL EDGES TO BE ROUNDED TO " RADIUS. 14" RADIUS. 3. " EXPANSION JOINTS SHALL BE PLACED, WHERE SIDEWALK TIE INTO A 12" EXPANSION JOINTS SHALL BE PLACED, WHERE SIDEWALK TIE INTO A STRUCTURE OR TERMINATE AT CURB, RAMPS OR DRIVEWAYS AND AT 60' INTERVALS.

AutoCAD SHX Text

4:1 SLOPE PREFERRED

AutoCAD SHX Text

SEE CROSS-SECTIONS FOR FLOW DIRECTION

AutoCAD SHX Text

SAW CUT EX. PAVEMENT AND APPLY TACK COAT

AutoCAD SHX Text 30" C&G

AutoCAD SHX Text

6" THICK BASE

AutoCAD SHX Text

6" MIN.

AutoCAD SHX Text 5.75"

AutoCAD SHX Text 3"

AutoCAD SHX Text

BOX COVER

AutoCAD SHX Text

VARIES

AutoCAD SHX Text 6.125"

AutoCAD SHX Text 5.69"

AutoCAD SHX Text

AS NEEDED

AutoCAD SHX Text

LOWER BOX

AutoCAD SHX Text

UPPER BOX

AutoCAD SHX Text

VALVE BOX

AutoCAD SHX Text 5.69"

AutoCAD SHX Text

18"X 18"X 4" THICK

AutoCAD SHX Text

CONCRETE COLLAR

AutoCAD SHX Text

COMPACTED SOIL

AutoCAD SHX Text

ADJUSTABLE VALVE BOX

AutoCAD SHX Text

SET FLUSH TO GRADE

AutoCAD SHX Text

COMPACT AND LEVEL

AutoCAD SHX Text

SOIL AROUND VALVE TO

AutoCAD SHX Text

PROVIDE SOLID SURFACE

AutoCAD SHX Text

FOR BRICK PLATFORM

AutoCAD SHX Text

BRICK PLATFORM

AutoCAD SHX Text

FINISHED GRADE

AutoCAD SHX Text

VALVE COVER

AutoCAD SHX Text

GATE OR PLUG VALVE

AutoCAD SHX Text

%%UTYPICAL WATER

AutoCAD SHX Text

%%UVALVE SETTING DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

(CAST-IN-PLACE)

AutoCAD SHX Text

(PRE-CAST NOT ALLOWED)

AutoCAD SHX Text

4 TWISTS MINIMUM WRAPPED WITH ELECTRICAL TAPE

AutoCAD SHX Text %%uBRANCH SPLICE

AutoCAD SHX Text %%uIN-LINE SPLICE

AutoCAD SHX Text

4 TWISTS MINIMUM

AutoCAD SHX Text

WRAPPED WITH

AutoCAD SHX Text

ELECTRICAL TAPE

AutoCAD SHX Text

RUN

AutoCAD SHX Text

RUN

AutoCAD SHX Text

BRANCH

AutoCAD SHX Text

%%UTYPICAL TRACER WIRE PLACEMENT-WATER

AutoCAD SHX Text %%uPLAN VIEW

AutoCAD SHX Text

TWISTED CONTINUOUS LOOP PLACED TO ACCESS POINT

AutoCAD SHX Text

HYDRANT

AutoCAD SHX Text

BRANCH SPLICE

AutoCAD SHX Text

DOUBLE STRAP TAPPING SADDLE

AutoCAD SHX Text

2" WIDE DUCT TAPE MAX. 10' SPACING

AutoCAD SHX Text

CORPORATION STOP

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text R/W

AutoCAD SHX Text

CURB STOP

AutoCAD SHX Text

HDPE SERVICE

AutoCAD SHX Text P

AutoCAD SHX Text L

AutoCAD SHX Text R/W

AutoCAD SHX Text

CURB STOP

AutoCAD SHX Text

1'-0" MIN.

AutoCAD SHX Text

STOP

AutoCAD SHX Text

CORPORATION

AutoCAD SHX Text

2" PVC SLEEVE

AutoCAD SHX Text

SERVICE

AutoCAD SHX Text

1" HDPE

AutoCAD SHX Text

COPPER WIRE

AutoCAD SHX Text

THHN #14

AutoCAD SHX Text

BRANCH SPLICE

AutoCAD SHX Text

DOUBLE STRAP TAPPING SADDLE

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text

%%UNOTE:

AutoCAD SHX Text

1. PROTECTIVE COATING SHALL BE STRIPPED PRIOR TO SPLICE. WRAP FINISHED SPLICE WITH

AutoCAD SHX Text

ELECTRICAL TAPE.

AutoCAD SHX Text WIRE WRAPPED AROUND 4" P.T. POST OR TERMINATED FOR EASY HARD WIRE CONNECTION FOR UTILITY LOCATORS.

AutoCAD SHX Text

OBSTRUCTION OR CURB LINE

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

METER BOX

AutoCAD SHX Text TERMINATE WIRE INSIDE METER BOX FOR EASY HARD WIRE CONNECTION FOR UTILITY LOCATORS.

AutoCAD SHX Text

VALVE

AutoCAD SHX Text CONTINUOUSLY TWISTED TRACER WIRE SHALL BE BROUGHT ABOVE GRADE AT FIRE HYDRANT AND WRAPPED AROUND THE BASE OF FIRE HYDRANT.

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

%%UTYPICAL THRUST BLOCKS LOCATIONS DETAIL

AutoCAD SHX Text

HAND PLACED BACKFILL

AutoCAD SHX Text

TO 12" ABOVE TOP OF

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

TO 12" ABOVE TOP OF

AutoCAD SHX Text

HAND PLACED BACKFILL

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

TO 12" ABOVE TOP OF

AutoCAD SHX Text

HAND PLACED BACKFILL

AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

TRENCH WIDTH

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

4" BEDDING BELOW

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

4" BEDDING BELOW

AutoCAD SHX Text

PIPE

AutoCAD SHX Text

4" BEDDING BELOW

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text O.D.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text O.D.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text O.D.

AutoCAD SHX Text

PIPE

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

2" MINIMUM HAUNCHING

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text 12"

AutoCAD SHX Text

OF PIPE

AutoCAD SHX Text

HAUNCHING TO SPRINGLINE

AutoCAD SHX Text

HAUNCHING TO 6" ABOVE

AutoCAD SHX Text

TOP OF PIPE

AutoCAD SHX Text %%uCLASS "C" BEDDING

AutoCAD SHX Text

(DUCTILE IRON PIPE)

AutoCAD SHX Text %%uCLASS "A" BEDDING

AutoCAD SHX Text %%uCLASS "B" BEDDING

AutoCAD SHX Text

(PVC PIPE)

AutoCAD SHX Text %%uTYPICAL BEDDING REQUIREMENTS

AutoCAD SHX Text N.T.S

AutoCAD SHX Text N.T.S

AutoCAD SHX Text N.T.S

AutoCAD SHX Text C

AutoCAD SHX Text

D (SQ)

AutoCAD SHX Text

D (SQ)

AutoCAD SHX Text C

AutoCAD SHX Text

418" MINIMUM

AutoCAD SHX Text

"X" RUN I.D.

AutoCAD SHX Text

WATER MAIN

AutoCAD SHX Text "X"

AutoCAD SHX Text 10'- 0"

AutoCAD SHX Text

18" MINIMUM

AutoCAD SHX Text

MAX.

AutoCAD SHX Text

BRANCH

AutoCAD SHX Text I.D.

AutoCAD SHX Text

90%%D BEND

AutoCAD SHX Text

BENDS

AutoCAD SHX Text C

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text 11"

AutoCAD SHX Text 9"

AutoCAD SHX Text X

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text D

AutoCAD SHX Text 1'- 2"

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text 2'- 4"

AutoCAD SHX Text 3'- 0"

AutoCAD SHX Text 3'- 6"

AutoCAD SHX Text 12"

AutoCAD SHX Text 11"

AutoCAD SHX Text 9"

AutoCAD SHX Text 8"

AutoCAD SHX Text 6"

AutoCAD SHX Text 2'- 8"

AutoCAD SHX Text 2'- 2"

AutoCAD SHX Text 1'- 4"

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text 1'- 0"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text

45%%D BEND

AutoCAD SHX Text 8"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 9"

AutoCAD SHX Text 11"

AutoCAD SHX Text 12"

AutoCAD SHX Text 1'- 4"

AutoCAD SHX Text 1'-10"

AutoCAD SHX Text 1'- 8"

AutoCAD SHX Text 1'- 0"

AutoCAD SHX Text 1'- 0"

AutoCAD SHX Text

22 1/2%%D BEND

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 6"

AutoCAD SHX Text 4"

AutoCAD SHX Text

11 1/4%%D BEND

AutoCAD SHX Text 6"

AutoCAD SHX Text 11"

AutoCAD SHX Text 12"

AutoCAD SHX Text 9"

AutoCAD SHX Text 8"

AutoCAD SHX Text 1'- 2"

AutoCAD SHX Text 1'- 4"

AutoCAD SHX Text 1'- 0"

AutoCAD SHX Text 1'- 0"

AutoCAD SHX Text 1'- 0"

AutoCAD SHX Text D

AutoCAD SHX Text 1'- 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text C

AutoCAD SHX Text X

AutoCAD SHX Text 4"

AutoCAD SHX Text 6"

AutoCAD SHX Text 8"

AutoCAD SHX Text 10"

AutoCAD SHX Text 12"

AutoCAD SHX Text 16"

AutoCAD SHX Text 14"

AutoCAD SHX Text 12"

AutoCAD SHX Text 10"

AutoCAD SHX Text 3'- 0"

AutoCAD SHX Text 2'- 6"

AutoCAD SHX Text 2'- 0"

AutoCAD SHX Text 1'- 9"

AutoCAD SHX Text

TEES AND DEAD ENDS

AutoCAD SHX Text

NOTE:

AutoCAD SHX Text

150 P.S.I. TEST PRESSURE

AutoCAD SHX Text

SOIL BORING OF 2000 P.S.F.

AutoCAD SHX Text

3000 P.S.I. CONCRETE

AutoCAD SHX Text

ALL C AND D"S HAVE MIN. OF 1'- 0"

AutoCAD SHX Text

8" DIA. STD. ST;. PIPE

AutoCAD SHX Text

PIPES LARGER THAN 16"

AutoCAD SHX Text

4" DIA. STD. STL. PIPES

AutoCAD SHX Text

PIPES SMALLER THAN 16"

AutoCAD SHX Text

%%UTYPICAL THRUST BLOCKS

AutoCAD SHX Text

%%UFOR FITTINGS DETAIL

AutoCAD SHX Text N.T.S.

AutoCAD SHX Text

2-1" DIA. PICKHOLES

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 5"

AutoCAD SHX Text 2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 1/4"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 1"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text 3/8"

AutoCAD SHX Text

13 LBS. APPROX.

AutoCAD SHX Text

VALVE BOX COVER DETAIL N.T.S.

AutoCAD SHX Text

45%%D D.I. M.J. BEND

AutoCAD SHX Text

( TYPICAL 4 REQUIRED )

AutoCAD SHX Text

EXISTING PIPE

AutoCAD SHX Text

48" MIN.

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FINISHED GRADE

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18" MIN.

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24" MIN.

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24" MIN.

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PREPOSED RELOCATED

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WATER LINE SIZE VARIES

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NOTE:

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WATER LINE CONFLICT DETAIL N.T.S.

1. ALL FITTINGS SHALL BE PROPERLY BLOCKED OR TIE-RODDED AS REQUIRED TO ALL FITTINGS SHALL BE PROPERLY BLOCKED OR TIE-RODDED AS REQUIRED TO INSURE SUFFICIENT ANCHORAGE OF THE PIPING. SEE TYPICAL THRUST BLOCKING LOCATION DETAIL. 2. PROVIDE SUFFICIENT BACKFILL AND COMPACTION OVER WATER LINE TO ASSURE PROVIDE SUFFICIENT BACKFILL AND COMPACTION OVER WATER LINE TO ASSURE PROTECTION OF THE PIPE.

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