Water Management Services, LLC 4/30/19 18167 17

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LEXINGTON WATER SYSTEMS

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APRIL 2019

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NOT TO SCALE

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STATE ROUTE 22

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CONCRETE MONUMENT

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INLET OR CATCH BASIN

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CULVERT PIPE

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PROPERTY LINE

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TELEPHONE CABLE

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WATER MAIN

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GAS METER

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GAS VALVE

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WATER METER

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WATER VALVE

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FIRE HYDRANT

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POWER POLE WITH GUY WIRE

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TELEPHONE OR POWER POLE

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PROPERTY IRON

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STREET OR SIGN POST

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LIGHT OR LAMP POST

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EXISTING SEWER CLEANOUT

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%%UPROPOSED WATER LEGEND

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PROPOSED AIR RELEASE VALVE

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PROPOSED WATER MAIN IN CASING

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PROPOSED M.J. SLEEVE

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A

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PROPOSED WATER MAIN

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PROPOSED WATER SERVICE ASSEMBLY

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PROPOSED FITTING W/THRUST BLOCK

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PROPOSED REDUCER

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PROPOSED GATE VALVE

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PROPOSED FIRE HYDRANT ASSEMBLY

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FENCE

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GAS MAIN

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MAILBOX

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SILT FENCE

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%%uGENERAL NOTES

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4. THE CONTRACTOR SHALL RESTORE ALL CULVERTS, FENCES, WALLS, HEDGES, SHRUBS, SIGNS, LIGHT AND POWER POLES, STREET MARKERS, MAIL BOXES, WATER LINES, GAS LINES, GAS AND WATER METERS AND BOXES INCLUDING SHUTOFFS, SIDEWALKS, CURBS, CURBS & GUTTERS, LAWNS, ETC. DISTURBED BY CONSTRUCTION OPERATIONS TO THEIR ORIGINAL CONDITIONS. THE COST OF THIS WORK SHALL BE MERGED IN THE UNIT BID AND CONTRACT PRICES FOR THE PROPOSED SEWER AND/OR WATER MAINS. 5. IN EASEMENTS, CONTRACTOR SHALL PROTECT AND RESTORE SAID PROPERTY TO A CONDITION EQUAL TO OR BETTER THAN THAT EXISTING AT THE COMMENCEMENT OF CONSTRUCTION, EXCEPT AS NOTED. 6. THE CONTRACTOR SHALL OBTAIN ALL PERMITS FROM THE STATE AND/OR CITY/COUNTY ROAD COMMISSIONS TO CROSS ALL HIGHWAYS AND STREETS. 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY MINOR GRADE AND/OR ALIGNMENT CHANGES NECESSARY TO CONSTRUCT THE PROPOSED SEWER AND/OR WATER MAINS DUE TO CONFLICTS WITH EXISTING PIPE AND/OR UTILITIES ON OR ADJACENT TO THE SITE. 8. THE LOCATIONS AND SIZES OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK IN EACH AREA. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 9. THE CONTRACTOR SHALL PROVIDE ADEQUATE SIGNS AND/OR BARRICADES REQUIRED TO PROVIDE FOR THE SAFETY OF THE TRAVELING PUBLIC. TRAFFIC CONTROL DEVICES SHALL MEET WITH THE REQUIREMENTS OF THE "MANUAL OF UNIFORMED TRAFFIC CONTROL DEVICES" (MUTCD). ALL COSTS FOR THESE ITEMS OF WORK WILL BE MERGED INTO UNIT PRICE CONSTRUCTION ITEMS. 10. ALL MATERIALS, CONSTRUCTION METHODS, TESTING AND WORKMANSHIP SHALL BE IN FULL COMPLIANCE WITH THE OWNER/OPERATOR STANDARD WATER AND SEWER SPECIFICATIONS. 11. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO CONTROL EROSION AND WATER POLLUTION THROUGH THE CONSTRUCTION PERIOD. 12. THE CONTRACTOR ATTENTION IS DIRECTED TO THE FACT THAT PORTIONS OF THE PROPOSED WATER AND SEWER MAINS ARE TO BE CONSTRUCTED UNDER EXISTING DRIVEWAYS, ROADWAYS AND/OR PARKING LOTS. THE CONTRACTOR SHALL BE REQUIRED TO FURNISH AND PLACE CRUSHED STONE BACKFILL AT THESE LOCATIONS FROM THE WATER AND SEWER MAIN BEDDING AND ENVELOPE TO THE ROADWAY SURFACE. ALL COSTS ASSOCIATED WITH FURNISHING AND PLACING THIS CRUSHED STONE BACKFILL SHALL BE MERGED INTO THE UNIT PRICE FOR WATER AND SEWER MAINS UNDER ROADWAYS. NO SEPARATE PAYMENT SHALL BE MADE. 13. THE CONTRACTOR SHALL BE REQUIRED TO USE RUBBER TIRE EQUIPMENT WHEN WORKING IN PUBLIC STREETS OR ROADS WHICH ARE NOT TO BE REPAVED BY AN OVERLAY METHOD. 14. THE CONTRACTOR SHALL STRIP TOPSOIL IN GARDENS AND/OR CULTIVATED AREAS AND LAWNS. UPON COMPLETION OF PIPELINE INSTALLATION, THE CONTRACTOR SHALL REPLACE ROCKFREE TOPSOIL TO A DEPTH OF 8-INCHES IN YARDS AND 24-INCHES IN THE GARDENS AND/OR CULTIVATED AREAS. 15. THE CONTRACTOR SHALL HAVE A SET OF DRAWINGS AND THE PROJECT SPECIFICATIONS AT THE JOB SITE AT ALL TIMES. DRAWINGS, SPECIFICATIONS AND OTHER CONTRACT DOCUMENTS FORM A COMPLETE SET. INFORMATION CONTAINED IN ONE IS NOT NECESSARILY IN OTHER DOCUMENTS. 16. WORK DONE IN ROADS SHALL BE DONE IN A MANNER AS TO MINIMIZE NUISANCE AND INCONVENIENCE TO ADJACENT PROPERTY OWNERS AND THE GENERAL PUBLIC. PROPERTY OWNERS SHALL BE GIVEN A MINIMUM OF 24 HOURS ADVANCE NOTICE OF DRIVEWAY CLOSURE AND PROVISIONS SHALL BE MADE TO PROVIDE ACCESS TO PROPERTY IN CASE OF EMERGENCY. 17. PROVIDE ADEQUATE TRAFFIC CONTROL AND MAINTAIN THROUGH TRAFFIC - AT LEAST ONE WAY - WHILE WORK PROGRESSES. IF A STREET CLOSURE IS NECESSARY, OBTAIN NECESSARY PERMIT AND PROVIDE AND MAINTAIN ADEQUATE TRAFFIC CONTROL SIGNS AND DEVICES AS APPROVED BY THE PROPER AUTHORITY AND IN ACCORDANCE WITH THE LATEST "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (MUTCD).

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1. THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING TENN. ONE CALL (1-800-351-1111) FOR LOCATING UTILITIES. 2. ALL WATER LINES SHALL BE ENCASED IN CONCRETE ACROSS DITCHES, UNDER CULVERTS, AND WHERE DEPTH OF COVER IS LESS THAN 2-1/2 FEET IN OPEN FIELDS AND 3 FEET IN ROADWAYS, AS DIRECTED BY THE ENGINEER. 3. NO PORTION OF THE NEW WATER LINE SHALL BE CONNECTED TO EXISTING LINES, OR PLACED IN SERVICE, UNTIL THE NEW WORK HAS BEEN TESTED, CLEANED AND APPROVED BY THE OWNER OR OWNERS AUTHORIZED REPRESENTATIVE.

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PROP. PROPERTY LINE

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LEXINGTON, TENNESSEE

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STATE ROUTE 22 SOUTH WATER TRANSMISSION MAIN & BOOSTER STATION UPGRADES

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SR 22 / SOUTH BROAD ST

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BEECH RIVER

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COOK ST

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COOK ST

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SR 22 ALTERNATIVE

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LEXINGTON

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SR 104 / S MAIN ST

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BEECH RIVER

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STRINGTOWN RD

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PRESLEY RD

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YATES RD

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PINEY CREEK

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POORHOUSE CREEK

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OLD JACKSON RD

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W CHURCH ST

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HIGHWAY 412

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HIGHWAY 412

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PROFESSIONAL ENGINEERING SERVICES

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Water Management Services, LLC

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4/30/19

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18167

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REVISION DESCRIPTION

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NASHVILLE, TENNESSEE

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DATE

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PROJECT NO.

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18167

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17

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WATER TRANSMISSION MAIN &

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STATE ROUTE 22 SOUTH

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T.G.D.

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S.M.J.

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AS SHOWN

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BOOSTER STATION UPGRADES

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PROJECT LOCATION

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SEE SHEET 14 & 15

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PROPOSED BYPASS

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TITLE SHEET

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DESCRIPTION

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%%uINDEX OF SHEETS

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PLAN AND PROFILE SHEETS

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14-15

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16-17

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MOFFITT NORRIS ETUX WILMA130 PURDY ROAD

LEXINGTON, TN 38351

MAP-PARCEL: 092-039.02D.B.-P.G.: 157-511

YOUNGERMAN EDWIN ETALMORRIS DONALD L ETALSOUTH BROAD STREETLEXINGTON, TN 38351

MAP-PARCEL: 092-008.00D.B.-P.G.: 188-80

PARSONS INCOME PROPERTIES LLCSOUTH BROAD STREETLEXINGTON, TN 38351

MAP-PARCEL: 092-008.01D.B.-P.G.: 259-159

MOFFITT NORRIS ETUX WILMAHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 092-039.00D.B.-P.G.: 157-508

COLE MIKE ETUX DORISHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 092-039.03D.B.-P.G.: 174-625 DOUGLAS JEFF ETUX SHARI

HIGHWAY 22 SOUTHLEXINGTON, TN 38351

MAP-PARCEL: 092-039.01D.B.-P.G.: 272-237

NOTE : THE CONTRACTOR SHALL THOROUGHLY CLEAN AND LIGHTLY DUST ALL CONNECTIONS TOEXISTING WATER MAINS; INCLUDING SLEEVE, TEE, ETC. WITH CALCIUM HYPOCHLORITE POWDER INACCORDANCE WITH AWWA C-651-14 OR LATEST REVISION. THIS SHALL BE REQUIRED FOR ALLCONNECTIONS ON THIS PROJECT.

ALL VALVES AND FITTINGS SHALL BE RESTRAINED

NOTES:

1. THE EXISTING UTILITIES ON THIS SHEET ARE SHOWN IN AN APPROXIMATE MANNER ONLY. IT IS THE RESPONSIBILITYOF THE CONTRACTOR TO VERIFY THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TOCONSTRUCTION ON THIS PROJECT. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGESWHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUNDUTILITIES.

2. THE CONTRACTOR SHALL CALL TENNESSEE ONE CALL; 72-HOURS PRIOR TO CONSTRUCTION IN EACH AREA(1-800-351-1111).

3. ALL COSTS ASSOCIATED WITH TEMPORARY BRACING OF EXISTING POWER POLES OR GUY ANCHORS SHALL BEMERGED INTO THE UNIT PRICE BID BY CONTRACTOR FOR PROPOSED SEWER MAINS. CONTACT ELECTRIC UTILITYCOMPANY FOR SPECIFIC REQUIREMENTS.

4. ALL EXISTING PERMANENT CONSTRUCTED (BRICK, ROCK) MAILBOXES SHALL BE LEFT IN PLACE AND PROTECTED ATALL TIMES. CONTRACTOR IS TO ALLOW USE AND ACCESS TO THE MAILBOXES AT ALL TIMES.

5. PIPE MAY BE DEFLECTED (CURVED) TO CHANGE ALIGNMENT AND/OR GRADE OR TO AVOID OBSTRUCTIONS. HOWEVER,THE DEFLECTION SHALL BE LIMITED TO 80% MAXIMUM ALLOWED BY THE PIPE MANUFACTURER'S RECOMMENDATION.

6. MINIMUM COVER FOR ALL WATER MAINS SHALL BE 36-INCHES IN NON-ROADWAY AREAS. IN ROADWAY AREAS ANDBORES; THE MINIMUM COVER IN DRIVEWAYS OR ROADWAY AREAS SHALL BE 42-INCHES, EXTRA DEPTH SHALL BEREQUIRED TO CLEAR UNDER EXISTING UTILITIES.

7. CONTRACTOR SHALL MAINTAIN A MINIMUM 18-INCHES VERTICAL SEPARATION FOR ALL WATER MAIN/SEWER MAINCROSSINGS.

8. THE CONTRACTOR SHALL CLEAR UNDER ALL EXISTING UTILITIES AS REQUIRED. IF BENDS ARE REQUIRED, ALL BENDSWILL BE RESTRAINED.

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PROFILE OF GROUNDALONG C OF PROPOSEDWATER MAIN

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SOUTH BROAD STREETSTATE ROUTE 22

SOUTH BROAD STREETSTATE ROUTE 22

NOTE: THE CONTRACTOR SHALL REPLACED DAMAGED DRIVEWAYS; CONCRETE CURBS; CURBS ANDGUTTERS; AND SIDEWALKS AS REQUIRED. PAYMENT FOR THIS WORK SHALL BE MADE UNDER UNITPRICE ITEMS ESTABLISHED IN THIS PROJECT. THE NEW SIDEWALKS AND RAMPS SHALL BE IN FULLCOMPLIANCE WITH DETAILS PROVIDED ON THESE CONTRACT DRAWINGS AND ALL TDOT AND ADAREQUIREMENTS ADOPTED BY THE CITY OF LEXINGTON.

WL STA 0+00UPON COMPLETION AND TESTING OF THE PROPOSEDWATER MAIN CONNECT TO EXISTING 8" WATER MAIN1-8"X10" TAPPING SLEEVE AND VALVE.NOTE: CONTRACTOR TO VERIFY DIAMETER & LOCATIONOF EXISTING WATER MAIN PRIOR TO CONSTRUCTION.

INSTALL 120 LF OF 10" CL 200 PVC WATER MAIN INSIDE18" DIAMETER, 0.313" THICK WALL, STEEL CASING PIPEBY BORE METHOD UNDER RUSH STREET

INSTALL 120 LF OF 10"CL 200 PVC INSIDE 18" DIA,0.313" THICK WALL, STEEL

CASING PIPE BY BOREMETHOD UNDER RUSH

STREET

36" MIN. COVER

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PROPOSED 10" CLASS 200 PVC WATER MAIN

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FOSTER GEORGE ETUX KATIESOUTH BROAD STREETLEXINGTON, TN 38351

MAP-PARCEL: 092-043.00D.B.-P.G.: 166-454

GARNER KEITH ETUX ANGELA849 SOUTH BROAD STREET

LEXINGTON, TN 38351

MAP-PARCEL: 092-041.01D.B.-P.G.: 185-230

MORRIS CORNELIAETAL HOWARD TIGNOR


MAP-PARCEL: 092-042.00D.B.-P.G.: 238-574

FOSTER GEORGE ETUX KATIECOOK STREET

LEXINGTON, TN 38351

MAP-PARCEL: 092-044.00D.B.-P.G.: 193-576


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SOUTH BROAD STREET STATE ROUTE 22


INSTALL 120 LF OF 10" CLASS 200 PVC WATER MAININSIDE 18" DIAMETER, 0.313" THICK WALL, STEELCASING PIPE BY BORE METHOD UNDER COOK STREET

INSTALL 120 LF OF 10"CL 200 PVC INSIDE 18" DIA,0.313" THICK WALL, STEEL

CASING PIPE BY BOREMETHOD UNDER COOK ST

TO AVOID HIGH SPOT IN WATER MAIN. EXTRADEPTH NEEDED IN THIS AREA. MERGE COSTFOR EXTRA DEPTH INTO UNIT PRICE ITEMS.

36" MIN. COVER

WL STA 22+15INSTALL 1-10" GATE VALVEASSEMBLY WITH VALVE BOX

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CURB

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TOP-465.07

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INV-454.15

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12"GAS HIGH

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PRESSURE STEEL

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STANFILL

ENTERPRISES CO.

SCATTERED TREES

STANFILL SHOP

SCATTERED TREES

MAJOR MARKETGAS STATION

ASPH

ALT

AS

PH

ALT

SCATTERED TREES

ASPHALT

GRAVE

L

GRAVE

L

ASPH

ALT

AS

PH

ALT

T

SIGN

24" RCP

X

X

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGT

UGT

UGT

UGT

UGT

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGT

UGT

UGT

G

C S.R. 22L

C S.R. 22L

G

G

G

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /HPG

HPG

HPG

HPG

HPG

////////////////////////////////////////////////////////////////////

FM 4 FM 4 FM 4 FM 4 FM 4 FM 4 FM 4 FM 4 FM

4

FM

FM

FM

FM

FM

FM

FM

SA

SA

SA

SA

SA

SA

SA

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W

6

W

6

W

6

W

6

W

6

W

6

FM

FM

FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM

G

G G G G G G G G G G G G G G G G G G

HP

G

HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG

W W W W W

W

W

W

W

W

W

W

W

W

W

W

W W W W W W W W W

X

X

X

X

X

X X

G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G

2

G

2

G

2

G

2

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

SS

SS

SS

SS SS SS SS

SS SS

SS SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

SS

FILL

CU

T

CUT

FILL FILL FILL FILL

CU

T

C

UT

CU

T

FILL

FILL

FILL

FILL

FILL

CUT CUT CUT

CUT

CUT

CUT

CUT

CU

T

CUT

CUT

CUT CUT CUT

CU

T

FILL

UG

T

UG

T

UG

T

EXISTING 20' UTILITY EASEMENT

PROPOSED 20' UTILITY EASEMENT

SA SA

SA SA

SA SA

50 1000

SCALE 1"=50'

22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00

450

460

470

450

460

470

32+00 33+00

C P

RO

P B

YP

AS

SL

440 440

5

PLA

N A

ND

PR

OFI

LE S

HE

ET

JONES LANNY M ETUX902 SOUTH BROAD STREET

LEXINGTON, TN 38351

MAP-PARCEL: 092-036.01D.B.-P.G.: 239-136

MAYFIELD BRENTHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 092-063.04D.B.-P.G.: 277-110

McPEAKE JAMES THIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 092-063.02D.B.-P.G.: 238-839

C P

RO

POSE

D B

YPAS

S

MORRIS CORNELIAETAL HOWARD TIGNOR


MAP-PARCEL: 092-042.00D.B.-P.G.: 238-574


MA

TCH

LIN

E S

TA 2

2+20

SE

E S

HE

ET

4 FO

R C

ON

TIN

UA

TIO

N

MATC

HLIN

E STA 33+00

SEE SHEET 6 FO

R C

ON

TINU

ATION

MA

TCH

LIN

E S

TA 3

3+00

SE

E S

HE

ET

6 FO

R C

ON

TIN

UA

TIO

N

MA

TCH

LIN

E S

TA 2

2+20

SE

E S

HE

ET

4 FO

R C

ON

TIN

UA

TIO

N


NOTES:










L

LC P

RO

POSE

D B

YPAS

S L

SOUTH BROAD STREET

STATE ROUTE 22


WL STA 24+10INSTALL 1-10" 45° RESTRAINEDBEND W/ CONC. THRUST BLOCKING




120 LF OF 18" DIAMETER, 0.313" THICK WALL, STEELCASING PIPE INSTALLED BY OTHERS.

CONTRACTOR SHALL INSTALL 120 LF OF 10" CLASS200 PVC WATER MAIN IN 18" STEEL CASING PIPE.

WL

STA

24+

10IN

STA

LL 1

-10"

45°

RE

STR

AIN

ED

BE

ND

W/ C

ON

C. T

HR

US

T B

LOC

KIN

G

WL

STA

23+

36IN

STA

LL 1

-10"

45°

RE

STR

AIN

ED

BE

ND

W/ C

ON

C. T

HR

US

T B

LOC

KIN

G

TO AVOID HIGH SPOT INWATER MAIN. EXTRA DEPTHNEEDED IN THIS AREA. MERGECOST FOR EXTRA DEPTH INTOUNIT PRICE ITEMS.

36" MIN. COVER

WL

STA

29+

88IN

STA

LL 1

-10"

45°

RE

STR

AIN

ED

BE

ND

W/ C

ON

C. T

HR

US

T B

LOC

KIN

G

WL

STA

30+

45IN

STA

LL 1

-10"

45°

RE

STR

AIN

ED

BE

ND

W/ C

ON

C. T

HR

US

T B

LOC

KIN

G

120 LF OF 18" DIAMETER, 0.313"THICK WALL, STEEL CASINGPIPE INSTALLED BY OTHERS.

INSTALL 120 LF OF 10" CLASS200 PVC WATER MAIN IN 18"

STEEL CASING PIPE.

WL STA 24+90(±)INSTALL AIR RELEASE MANHOLE. EXACTLOCATION SHALL BE DETERMINED IN THEFIELD AT EXACT HIGH POINT ALONG THEWATER MAIN. SEE DETAILS SHEET 14.

WL

STA

24+

90 (±

)IN

STA

LL A

IR R

ELE

AS

E M

AN

HO

LE.

WL

STA

28+

00 (±

)IN

STA

LL A

IR R

ELE

AS

E M

AN

HO

LE.

WL STA 28+00(±)INSTALL AIR RELEASE MANHOLE. EXACTLOCATION SHALL BE DETERMINED IN THEFIELD AT EXACT HIGH POINT ALONG THEWATER MAIN. SEE DETAILS SHEET 14.

AutoCAD SHX Text

A

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

INV-448.39

AutoCAD SHX Text

INV-449.07

AutoCAD SHX Text

15"CMP

AutoCAD SHX Text

18 RCP

AutoCAD SHX Text

G.M.

AutoCAD SHX Text

TG 463.95

AutoCAD SHX Text

IE 459.70

AutoCAD SHX Text

TG 465.34

AutoCAD SHX Text

IE 460.86

AutoCAD SHX Text

TOP-466.70

AutoCAD SHX Text

INV-460.43

AutoCAD SHX Text

2" GAS STEEL

AutoCAD SHX Text

18" RCP

AutoCAD SHX Text

TOP-457.43 INV-451.11

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text

A

AutoCAD SHX Text

A

AutoCAD SHX Text

N

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

4/30/19

AutoCAD SHX Text

18167

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

OF

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SCALE

AutoCAD SHX Text

DRAWN BY

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CHECKED BY

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DATE

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DESIGNED BY

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R.S.S.

AutoCAD SHX Text

NO.

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

18167

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

17

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

T.G.D.

AutoCAD SHX Text

S.M.J.

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text


AutoCAD SHX Text

HORZ: 1" = 50'

AutoCAD SHX Text

VERT: 1" = 10'

AutoCAD SHX Text

%%UPROFILE SCALE

AutoCAD SHX Text


AutoCAD SHX Text

PROPOSED HIGH PRESSURE GAS LINE BY OTHERS

AutoCAD SHX Text

PROPOSED GAS LINE BY OTHERS

AutoCAD SHX Text

PROPOSED FORCE MAIN BY OTHERS

AutoCAD SHX Text

PROPOSED WATER MAIN BY OTHERS

AutoCAD SHX Text

HIGH PRESSURE GAS TO BE ABANDONED BY OTHERS

AutoCAD SHX Text

GAS MAIN TO BE ABANDONED BY OTHERS

AutoCAD SHX Text

FORCE MAIN TO BE ABANDONED BY OTHERS

AutoCAD SHX Text

WATER MAIN TO BE ABANDONED BY OTHERS

AutoCAD SHX Text

SEWER MAIN TO BE ABANDONED BY OTHERS

AutoCAD SHX Text

EXISTING WATER MAIN

AutoCAD SHX Text


G 2 G HPG HPG HPG

HPG

STANFILLENTERPRISES CO.

SCATTERED TREES

ABANDONEDGAS STATION

36" RCP

W 6 W 6

E

X

X

GR

AV

EL

DENSE TREES

SCATTERED TREES

ASPHALT

TAYL

OR

BAI

LEY

RO

AD

ASPH

ALT

GR

AVEL

ASPHALT

ASPHALT

GRAVEL

DENSE TREES

X X X X X

UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT

UGT

T

UGT UGT

UGT UGT

UGT

G

G

G

G

G

G

G

UG

T

UGT

UG

T

UGT

UGT UGT

UGT UGT

C S.R. 22L

HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG

HPG HPG

SA

SA

SA

SA

SA

FM FM FM FM FM

FM FM FM FM FM FM FM FM FM

SA SA SA SA SA SA SA

SA

S

A

SA

S

A

SA

SA

SA

SA

SA

SA SA SA SA SA

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6

W

6

W

6

SA

SA

SA

SA

SA

W W W W W W W W W W W

W

W

W

W

W

G X X X X X

SA

SA

SA

SA

X X X X

X X

X

X

X

G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /

SS

SS SS SS SS SS

SS

SS

FILL

FILL

CUT

CUT

CUT

CUT

CUT

CUT

CUT

FILL FILL

FILL

FILL

CUT CUT CUT CUT

CUT

CUT CUT CUT CUT

FILL

EXISTING 20' UTILITY EASEMENT

PROPOSED 10' UTILITY EASEMENT

UN

NAM

ED T

RIB

UTA

RY

50 1000

SCALE 1"=50'

33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 41+00 42+00

450

460

440

450

460

440

43+00

430 430

44+00

EX

IST

WA

TER

MA

IN

C T

AY

LOR

BA

ILE

Y R

OA

DL

420 420

EX

IST

GA

S M

AIN

C U

NN

AM

ED

TR

IBU

TAR

YL

6

PLA

N A

ND

PR

OFI

LE S

HE

ET

McPEAKE JAMES THIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 092-063.02D.B.-P.G.: 238-839

MAYFIELD BRENT974 SOUTH BROAD STREET

LEXINGTON, TN 38351

MAP-PARCEL: 092-063.03D.B.-P.G.: 277-110

STANFILL GARY RAYTRUST PARTNERSHIPHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 092-063.05D.B.-P.G.: 277-1

BAILEY CHARLES ETALC/O MORRIS JANE B

525 TAYLOR BAILEY RDLEXINGTON, TN 38351

MAP-PARCEL: 101-010.00D.B.-P.G.: 239-24



MAP-PARCEL: 101-010.00D.B.-P.G.: 239-24

GARNER KEITH8945 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 101-010.19D.B.-P.G.: 172-400

WRIGHT MICHAEL JEROME JRETUX TABITHA ARLEE8935 HWY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 101-010.01D.B.-P.G.: 262-484

MIDDLETON NATHAN8885 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 101-010.00D.B.-P.G.: 239-24


MA

TCH

LIN

E S

TA 3

3+00

SE

E S

HE

ET

5 FO

R C

ON

TIN

UA

TIO

N

MATC

HLIN

E STA 44+50

SEE SHEET 7 FO

R C

ON

TINU

ATION

MA

TCH

LIN

E S

TA 4

4+50

SE

E S

HE

ET

7 FO

R C

ON

TIN

UA

TIO

N

MA

TCH

LIN

E S

TA 3

3+00

SE

E S

HE

ET

5 FO

R C

ON

TIN

UA

TIO

N


NOTES:










L

SOUTH BROAD STREET

STATE ROUTE 22






36" MIN. COVER

WL

STA

36+

85IN

STA

LL 1

-10"

45°

RE

STR

AIN

ED

BE

ND

W/

CO

NC

. TH

RU

ST

BLO

CK

ING

WL

STA

36+

47IN

STA

LL 1

-10"

45°

RE

STR

AIN

ED

BE

ND

W/

CO

NC

. TH

RU

ST

BLO

CK

ING

WL

STA

39+

32IN

STA

LL 1

-10"

45°

RE

STR

AIN

ED

BE

ND

W/ C

ON

C. T

HR

US

T B

LOC

KIN

G

WL

STA

39+

61IN

STA

LL 1

-10"

45°

RE

STR

AIN

ED

BE

ND

W/ C

ON

C. T

HR

US

T B

LOC

KIN

G

20' CONCRETEENCASEMENT


TO AVOID HIGH SPOT IN WATER MAIN.EXTRA DEPTH NEEDED IN THIS AREA.MERGE COST FOR EXTRA DEPTH INTOUNIT PRICE ITEMS.

AutoCAD SHX Text

INV-432.97

AutoCAD SHX Text

INV-432.91

AutoCAD SHX Text

INV-433.78

AutoCAD SHX Text

INV-433.93

AutoCAD SHX Text

INV-435.61

AutoCAD SHX Text

INV-429.36

AutoCAD SHX Text

INV-428.81

AutoCAD SHX Text

15"

AutoCAD SHX Text

CMP

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text

15"RCP

AutoCAD SHX Text

4'X5' RCBC

AutoCAD SHX Text

TO REMAIN

AutoCAD SHX Text

ASPHALT

AutoCAD SHX Text

INV-448.39

AutoCAD SHX Text

UGT

AutoCAD SHX Text

TOP-443.19

AutoCAD SHX Text

INV-431.79

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

INV-422.72

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

8"PVC

AutoCAD SHX Text

TOP-430.56

AutoCAD SHX Text

S.V.'s

AutoCAD SHX Text

W WIRE

AutoCAD SHX Text

UGT

AutoCAD SHX Text

INV-418.15

AutoCAD SHX Text

TOP-430.60

AutoCAD SHX Text

L.STA.TOP

AutoCAD SHX Text

95' OF 6'x6'

AutoCAD SHX Text

PRECAST BOX

AutoCAD SHX Text

IN.EL.427.56

AutoCAD SHX Text

IN.EL.428.85

AutoCAD SHX Text

18" CMP

AutoCAD SHX Text

N

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

4/30/19

AutoCAD SHX Text

18167

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

OF

AutoCAD SHX Text

SCALE

AutoCAD SHX Text

DRAWN BY

AutoCAD SHX Text

CHECKED BY

AutoCAD SHX Text

DATE

AutoCAD SHX Text

DESIGNED BY

AutoCAD SHX Text

R.S.S.

AutoCAD SHX Text

NO.

AutoCAD SHX Text


AutoCAD SHX Text


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DATE

AutoCAD SHX Text

PROJECT NO.

AutoCAD SHX Text

18167

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

17

AutoCAD SHX Text


AutoCAD SHX Text


AutoCAD SHX Text

T.G.D.

AutoCAD SHX Text

S.M.J.

AutoCAD SHX Text

AS SHOWN

AutoCAD SHX Text


AutoCAD SHX Text

HORZ: 1" = 50'

AutoCAD SHX Text

VERT: 1" = 10'

AutoCAD SHX Text

%%UPROFILE SCALE

AutoCAD SHX Text


AutoCAD SHX Text

PROPOSED HIGH PRESSURE GAS LINE BY OTHERS

AutoCAD SHX Text

PROPOSED FORCE MAIN BY OTHERS

AutoCAD SHX Text

PROPOSED WATER MAIN BY OTHERS

AutoCAD SHX Text

GAS MAIN TO BE ABANDONED BY OTHERS

AutoCAD SHX Text

WATER MAIN TO BE ABANDONED BY OTHERS

AutoCAD SHX Text

EXISTING WATER MAIN

AutoCAD SHX Text


G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G

HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

X

X

E

E

6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6

EAS

PH

ALT

ASPHALT

GR

AVEL

ASPHALT

ASPH

ALT

CO

NC

.

ASPHALT

TREE

S

ASPHALT

AS

PH

ALT

AS

PH

ALT

GR

AV

EL

ASPH

ALT

GR

AV

EL

RYZU

N

SCATTERED TREES

RYZU

N

AS

PH

ALT

UGT UGT UGT UGT UGT UGT UGT UGT

30" RCP

SIGN

UGT UGT UGT

TG

G

G

50 1000

SCALE 1"=50'

45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 54+00

430

440

450

430

440

450

55+00 56+00

7

PLA

N A

ND

PR

OFI

LE S

HE

ET

MIDDLETON NATHAN8885 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 101-010.00D.B.-P.G.: 239-24

PRATER LARRY8860 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 101-010.04D.B.-P.G.: 187-357

PRATER LARRY ETUX PATRICIA8860 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 101-010.03D.B.-P.G.: 169-491

JONES HAROLD ETUX NORMAHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-001.04D.B.-P.G.: 195-217

ARNOLD KENNETH RAY AND ARNOLD ANGELAC/O NEAL & CAROL J EVEANS

8570 HIGHWAY 22 SOUTHLEXINGTON, TN 38351

MAP-PARCEL: 102-001.02D.B.-P.G.: 277-407

MIDDLETON RAYMONDETUX DARLENE


MAP-PARCEL: 101-010.09D.B.-P.G.: 140-180

ROSSON MARK NEAL8830 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 101-010.06D.B.-P.G.: 233-594

CAMPBELL LARRY ETUX MARY8825 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 101-010.05D.B.-P.G.: 90-256

SCOTT DAVID L ETUX LINDA M8789 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 101-010.08D.B.-P.G.: 93-197

GARNER ARRON ETUX WILMA8765 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 101-010.11D.B.-P.G.: 123-389

KENA PROPERTIES OFHENDERSON COUNTY PARTNERS


MAP-PARCEL: 101-010.13D.B.-P.G.: 253-656


MA

TCH

LINE

STA

44+50

SE

E S

HE

ET 6 FO

R C

ON

TINU

ATIO

N

MA

TCH

LINE

STA

56+00

SE

E S

HE

ET 8 FO

R C

ON

TINU

ATIO

N

MA

TCH

LIN

E S

TA 5

6+00

SE

E S

HE

ET

8 FO

R C

ON

TIN

UA

TIO

N

MA

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L

STATE ROUTE 22

36" MIN. COVER

WL STA 48+50INSTALL AIR RELEASE MANHOLE. EXACTLOCATION SHALL BE DETERMINED IN THEFIELD AT EXACT HIGH POINT ALONG THEWATER MAIN. SEE DETAILS SHEET 14.

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2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2 G 2

G

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UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

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ASPH

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STRINGTO

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KENA PROPERTIES OFHENDERSON COUNTY PARTNERS


MAP-PARCEL: 101-010.13D.B.-P.G.: 253-656



MAP-PARCEL: 102-001.02D.B.-P.G.: 277-407



MAP-PARCEL: 101-010.00D.B.-P.G.: 239-24

BARKER WENDELL ETUX AMANDA8435 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-058.00D.B.-P.G.: 205-302

JONES HAROLD ETUX NORMAHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-001.04D.B.-P.G.: 195-217



MAP-PARCEL: 102-001.02D.B.-P.G.: 277-407


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STR

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47IN

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WL

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HAGGARD KENNETH G

ETUX JANE ESTHER

HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-046.02

D.B.-P.G.: 239-617

BARKER WENDELL ETUX AMANDA

8435 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351


D.B.-P.G.: 205-302

McPEAKE LARRY JOE

ETUX DEBORAH R


LEXINGTON, TN 38351


D.B.-P.G.: 199-64

McPEAKE TINA DARLENE


LEXINGTON, TN 38351


D.B.-P.G.: 246-876

McPEAKE LARRY JOE

ETUX DEBORAH R


LEXINGTON, TN 38351


D.B.-P.G.: 199-64

McPEAKE BOBBY

ETUX SANDRA


LEXINGTON, TN 38351


D.B.-P.G.: 223-854

McPEAKE BOBBY

ETUX SANDRA


LEXINGTON, TN 38351


D.B.-P.G.: 200-606

McPEAKE BOBBY

ETUX SANDRA


LEXINGTON, TN 38351


D.B.-P.G.: 202-20

JOWERS TIMBER ENTERPRISES INC

HIGHWAY 22 SOUTH

LEXINGTON, TN 38351


D.B.-P.G.: 248-481


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NOTE : THE CONTRACTOR SHALL THOROUGHLY CLEAN AND LIGHTLY DUST ALL CONNECTIONS TO

EXISTING WATER MAINS; INCLUDING SLEEVE, TEE, ETC. WITH CALCIUM HYPOCHLORITE POWDER IN

ACCORDANCE WITH AWWA C-651-14 OR LATEST REVISION. THIS SHALL BE REQUIRED FOR ALL

CONNECTIONS ON THIS PROJECT.

NOTES:

1. THE EXISTING UTILITIES ON THIS SHEET ARE SHOWN IN AN APPROXIMATE MANNER ONLY. IT IS THE RESPONSIBILITY

OF THE CONTRACTOR TO VERIFY THE EXACT LOCATION AND DEPTH OF ALL EXISTING UTILITIES PRIOR TO

CONSTRUCTION ON THIS PROJECT. CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES

WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND

UTILITIES.

2. THE CONTRACTOR SHALL CALL TENNESSEE ONE CALL; 72-HOURS PRIOR TO CONSTRUCTION IN EACH AREA

(1-800-351-1111).

3. ALL COSTS ASSOCIATED WITH TEMPORARY BRACING OF EXISTING POWER POLES OR GUY ANCHORS SHALL BE

MERGED INTO THE UNIT PRICE BID BY CONTRACTOR FOR PROPOSED WATER MAINS. CONTACT ELECTRIC UTILITY

COMPANY FOR SPECIFIC REQUIREMENTS.

4. ALL EXISTING PERMANENT CONSTRUCTED (BRICK, ROCK) MAILBOXES SHALL BE LEFT IN PLACE AND PROTECTED AT

ALL TIMES. CONTRACTOR IS TO ALLOW USE AND ACCESS TO THE MAILBOXES AT ALL TIMES.

5. PIPE MAY BE DEFLECTED (CURVED) TO CHANGE ALIGNMENT AND/OR GRADE OR TO AVOID OBSTRUCTIONS. HOWEVER,

THE DEFLECTION SHALL BE LIMITED TO 80% MAXIMUM ALLOWED BY THE PIPE MANUFACTURER'S RECOMMENDATION.

6. MINIMUM COVER FOR ALL WATER MAINS SHALL BE 36-INCHES IN NON-ROADWAY AREAS. IN ROADWAY AREAS AND

BORES; THE MINIMUM COVER IN DRIVEWAYS OR ROADWAY AREAS SHALL BE 42-INCHES, EXTRA DEPTH SHALL BE

REQUIRED TO CLEAR UNDER EXISTING UTILITIES.

7. CONTRACTOR SHALL MAINTAIN A MINIMUM 18-INCHES VERTICAL SEPARATION FOR ALL WATER MAIN/SEWER MAIN

CROSSINGS.

8. THE CONTRACTOR SHALL CLEAR UNDER ALL EXISTING UTILITIES AS REQUIRED. IF BENDS ARE REQUIRED, ALL BENDS

WILL BE RESTRAINED.

PROFILE OF GROUND

ALONG C OF PROPOSED

WATER MAIN

L

NOTE: THE CONTRACTOR SHALL REPLACE DAMAGED DRIVEWAYS; CONCRETE CURBS; CURBS AND

GUTTERS; AND SIDEWALKS AS REQUIRED. PAYMENT FOR THIS WORK SHALL BE MERGED INTO UNIT

PRICE ITEMS ESTABLISHED IN THIS PROJECT. THE NEW SIDEWALKS AND RAMPS SHALL BE IN FULL

COMPLIANCE WITH DETAILS PROVIDED ON THESE CONTRACT DRAWINGS AND ALL TDOT AND ADA

REQUIREMENTS ADOPTED BY THE CITY OF LEXINGTON.

SPECIAL NOTE "Z":

CAUTION: EXISTING MID-VALLEY PIPELINE LARGE DIAMETER, HIGH

PRESSURE CRUDE OIL TRANSMISSION PIPELINE RIGHT OF WAY.

CONTRACTOR SHALL CONTACT ADAM ROSS AT (731) 819-0793 AT

LEAST THREE (3) WORKING DAYS PRIOR TO COMMENCEMENT OF

WORK ACTIVITY SO THAT MID-VALLEY PIPELINE PERSONNEL MAY

SCHEDULE TO BE ON-SITE. NO WORK SHALL COMMENCE WITHOUT

MID-VALLEY PIPELINE PERSONNEL ON SITE.

TO AVOID HIGH SPOT IN WATER MAIN.

EXTRA DEPTH NEEDED IN THIS AREA.

MERGE COST FOR EXTRA DEPTH INTO

UNIT PRICE ITEMS.

36" MIN. COVER

INSTALL 60 LF OF 10" CLASS 200 PVC WATER MAIN INSIDE

18" DR 11 HDPE PIPE BY OPEN CUT METHOD UNDER THE

EXISTING 22" CRUDE OIL PIPELINE AND EASEMENT

SEE SPECIAL NOTE "Z"

INSTALL 60 LF OF 10" CLASS 200 PVC WATER MAIN INSIDE

18" DR 11 HDPE PIPE BY OPEN CUT METHOD UNDER THE

EXISTING 22" CRUDE OIL PIPELINE AND EASEMENT

SEE SPECIAL NOTE "Z"

TO AVOID HIGH SPOT IN WATER MAIN.

EXTRA DEPTH NEEDED IN THIS AREA.

MERGE COST FOR EXTRA DEPTH INTO

UNIT PRICE ITEMS.

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HALL EARLINEETAL HALL GREG


MAP-PARCEL: 102-054.00D.B.-P.G.: 209-632

AARON JAMES ROBERTETAL AARON GREGORY PAUL


MAP-PARCEL: 102-053.00D.B.-P.G.: 247-887

ROBERTS MARTHA DC/O STANLEY McPEAKE


MAP-PARCEL: 102-051.00D.B.-P.G.: 195-200

WRIGHT DEBBIE A8150 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-050.00D.B.-P.G.: 223-415

TAYLOR JAMES S8120 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-049.01D.B.-P.G.: 259-217

AARON GREG ETUX AMY8100 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-048.00D.B.-P.G.: 195-198

JOWERS TIMBER ENTERPRISES INCHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-061.00D.B.-P.G.: 248-481

HALL EARLINE AZBILL8230 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-054.00D.B.-P.G.: 209-632

McPEAKE BOBBYETUX SANDRA


MAP-PARCEL: 102-056.00D.B.-P.G.: 202-20

JOHNSON JEREMYHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-061.02D.B.-P.G.: 254-593


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TO AVOID HIGH SPOT INWATER MAIN. EXTRA DEPTHNEEDED IN THIS AREA. MERGECOST FOR EXTRA DEPTH INTOUNIT PRICE ITEMS.

36" MIN. COVER

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UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT


6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W

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DENSE TREES

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LEXINGTON, TN 38351

MAP-PARCEL: 102-061.02D.B.-P.G.: 254-593

ROGERS KENY ETUX MAYRONHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-047.01D.B.-P.G.: 195-196

BOWMAN SAMUEL D7935 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-062.00P.B.-P.P.: 81-391

D.B.-P.G.: 106-350

MORTON GUY E ETUX WANDA7925 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-063.00P.B.-P.P.: 81-391D.B.-P.G.: 95-697

MORTON WALLEYHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-064.00P.B.-P.P.: 81-391

D.B.-P.G.: 264-313

RHODES LYNDEL7885 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-065.00P.B.-P.P.: 81-391D.B.-P.G.: 85-92

ROGERS KENNY ETUX MAYRONHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-047.00D.B.-P.G.: 267-265


LEXINGTON, TN 38351

MAP-PARCEL: 102-061.02D.B.-P.G.: 254-593

AARON GREG ETUX AMY8100 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-048.00D.B.-P.G.: 195-198


MATC

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E STA 89+00

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ON

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ATION

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ET 12 FO

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00+0

0S

EE

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L


36" MIN. COVER

WL STA 99+95 (±)INSTALL AIR RELEASE MANHOLE. EXACTLOCATION SHALL BE DETERMINED IN THEFIELD AT EXACT HIGH POINT ALONG THEWATER MAIN. SEE DETAILS SHEET 14.


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HORZ: 1" = 50'

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%%UPROFILE SCALE

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EXISTING WATER MAIN

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WL STA 99+95 (±) INSTALL AIR RELEASE MANHOLE.

UGT





W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6

X

X

X

X

E

E

GRAPEVINES

GR

AV

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AS

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AS

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DENSE TREES

ASPHALT

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GRAVEL

GR

AV

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AS

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NE

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ASPHALT

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UGT UGT UGT UGT UGT UGT

30" RCP

RIPRAP COVER DRAIN

24" RCP

ENTR

ANC

ETO

FIE

LD

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

50 1000

SCALE 1"=50'

100+00 101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00

520

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LEXINGTON, TN 38351

MAP-PARCEL: 102-047.00D.B.-P.G.: 267-265

GARNER DONALD KEITH ETALRAND MELISSA FAYE CO


MAP-PARCEL: 102-070.00P.B.-P.P: 81-391

D.B.-P.G.: 253-575

REID SEREN E7735 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-072.00P.B.-P.P: 81-391

D.B.-P.G.: 230-705 YOUNG KATHY7695 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-073.00P.B.-P.P: 81-391

D.B.-P.G.: 263-124

DILLARD WESLEY LEEETUX FELICIA


MAP-PARCEL: 102-074.00P.B.-P.P: 81-391

D.B.-P.G.: 178-376

ADAMS JACKIE D ETAL ADAMSC/O FRED HAYS


MAP-PARCEL: 102-075.00P.B.-P.P: 81-391

D.B.-P.G.: 263-360


LEXINGTON, TN 38351

MAP-PARCEL: 102-047.00D.B.-P.G.: 267-265

SEGERSON KHUYEN ETRIVHAROLD L CO TRUSTEES OF


MAP-PARCEL: 102-066.00P.B.-P.P.: 81-391

D.B.-P.G.: 252-295

DAYHUFF AMANDA BETH7845 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-067.00P.B.-P.P.: 81-391

D.B.-P.G.: 242-522

MARSHALL CAROL S7825 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-068.00P.B.-P.P: 81-391

D.B.-P.G.: 267-265

GARNER DONALD KEITH ETALRAND MELISSA FAYE CO7785 HIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-069.00P.B.-P.P: 81-391

D.B.-P.G.: 253-575


MA

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E S

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36" MIN. COVER

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HORZ: 1" = 50'

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VERT: 1" = 10'

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%%UPROFILE SCALE

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EXISTING WATER MAIN

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G G G G G G G G G G G G G G G G G G G G G G G G G G GHPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG HPG

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT

UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT UGT6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6

E

E

GRA

VEL

TREES

ASPHALT

PRESLEY R

OAD

DENSE TREES

GRA

VEL

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CHURCH OF GOD'SMESSENGERS

SIG

N

T

T

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IGN

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UG

T

50 1000

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111+00 112+00 113+00 114+00 115+00 116+00

540

550

560

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550

560

117+00

C S

.R. 2

2L

118+00

13

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WYATT PAM ETVIR WAYNEHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-076.00D.B.-P.G.: 267-350

CHURCH OF GODS MESSENGERSHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-078.01D.B.-P.G.: 195-188

GRICE PATSY ETVIR MARKHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-076.03D.B.-P.G.: 267-342

CHURCH OF GOD'S MESSENGERSC/O DALE MIDDLETONHIGHWAY 22 SOUTH

LEXINGTON, TN 38351

MAP-PARCEL: 102-078.01D.B.-P.G.: 195-188

CHURCH OF GODS MESSENGERSPRESLEY ROAD

LEXINGTON, TN 38351

MAP-PARCEL: 102-078.02D.B.-P.G.: 232-608


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NOTE: THE CONTRACTOR SHALL THOROUGHLY CLEAN AND LIGHTLY DUST ALL CONNECTIONS TOEXISTING WATER MAINS; INCLUDING SLEEVE, TEE, ETC. WITH CALCIUM HYPOCHLORITE POWDER INACCORDANCE WITH AWWA C-651-14 OR LATEST REVISION. THIS SHALL BE REQUIRED FOR ALLCONNECTIONS ON THIS PROJECT.

NOTES:










WL STA 117+35INSTALL 1-10" GATE VALVE W/ VALVE BOX, 1-10"X6"REDUCER, AND UPON COMPLETION AND TESTING OFTHE PROPOSED WATER MAIN CONNECT TO EXISTING 6"WATER MAIN 1-6"X6" TAPPING SLEEVE AND VALVE.NOTE: CONTRACTOR TO VERIFY DIAMETER & LOCATIONOF EXISTING WATER MAIN PRIOR TO CONSTRUCTION.


36" MIN. COVER

WL

STA

116

+82

INS

TALL

1-1

0" 9

0° R

ES

TRA

INE

DB

EN

D W

/ CO

NC

. TH

RU

ST

BLO

CK

ING

WL

STA

117

+35

INS

TALL

1-1

0" G

ATE

VA

LVE

, 1-1

0"X

6" R

ED

UC

ER

,C

ON

NE

CT

TO E

XIS

T 6"

WA

TER

MA

IN 1

-6"X

6" T

SV

.

INSTALL 35 LF OF 10" CL 200 PVC WATER MAIN INSIDE18" DIAMETER, 0.313" THICK WALL, STEEL CASINGPIPE BY BORE METHOD UNDER STATE ROUTE 22.

INSTALL 35 LF OF 10" CL 200 PVC WATERMAIN INSIDE 18" DIAMETER, 0.313" THICK

WALL, STEEL CASING PIPE BY BOREMETHOD UNDER STATE ROUTE 22.

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HORZ: 1" = 50'

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VERT: 1" = 10'

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%%UPROFILE SCALE

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EXISTING WATER MAIN

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SCALE: 1/2" = 1'-0"EXISTING PUMP STATION - BASE PLAN

SCALE: 1/2" = 1'-0"EXISTING PUMP STATION - SECTION A

SCALE: 1/2" = 1'-0"PUMP STATION - BASE PLAN

SCALE: 1/2" = 1'-0"PROPOSED PUMP STATION - SECTION B

PHASE 1 DEMOLITION PHASE 1 PROPOSED

EXISTING PUMPTO BE REMOVED

EXISTING CHECK VALVETO BE REMOVED

EXISTING 4" 90° BENDTO BE REMOVED

EXISTING 4"x3" VERT. 90° BENDTO BE REMOVED


EXISTING VALVE TO REMAIN

EXISTING 4"x4" TEETO REMAIN

EXISTING PUMP TO BEREMAIN IN SERVICEDURING PHASE 1

EXISTING 4"x3" VERT. 90° BENDTO BE REMOVED EXISTING CHECK VALVE

TO BE REMOVED

EXISTING 3" 90° BENDTO BE REMOVED EXISTING PUMP

TO BE REMOVED

EXISTING PLATFORM TO BE CUT ANDREMOVED FROM PHASE 1 SIDE

EXISTING PLATFORM SPLIT TO BEREMOVED FROM PHASE 1 SIDE

EXISTING PUMP TO BEREMAIN IN SERVICEDURING PHASE 1



EXISTING 6"x4" REDUCER BENDTO REMAIN ON RISER

TO REMAIN ON RISER

EXISTING 3" COMPRESSION COUPLINGTO BE REMOVED

EXISTING TERMINAL AIR CONDITIONER (PTAC)

PROPOSED 4"x4" VERT. 90° BEND

PROPOSED 4"x4" VERT. 90° BEND

PROPOSED 4" CHECK VALVESEE SPECIFICATIONS

PROPOSED VERTICAL IN-LINEPUMP, GRUNDFOS MODEL CR-90-2

EXISTING VARIABLEFREQUENCY DRIVE

PROPOSED 4"x4" VERT. 90° BENDPROPOSED 4"x4" VERT. 90° BEND

PROPOSED 4"x4" 90° BEND PROPOSED 4"x4" 90° BEND

PROPOSED 4" CHECK VALVESEE SPECIFICATIONSPROPOSED 18x18"x4" CONCRETE PAD FOR PUMP

9.5"30"±

SEE SPECIFICATIONS

PROPOSED VERTICAL IN-LINEPUMP, GRUNDFOS MODEL CR-90-2-2SEE SPECS DIVISION M

NOTES:

1. REMOVE EXISTING PUMP, CHECK VALVE, AND PIPING AS SHOWN IN PHASE 1 DEMOLITION. ALLCONSTRUCTION ACTIVITIES SHALL BE SCHEDULED AND COORDINATED BY THE CONTRACTORWITH THE OWNER (LEXINGTON UTILITIES) TO MINIMIZE IMPACT ON SYSTEM OPERATION.

2. EXISTING SKID/PLATFORM THAT THE EXIST PUMPS ARE MOUNTED ON SHALL BE SUPPORTED WITHSUITABLE MATERIAL AND CUT TO ALLOW REMOVAL WITH EXIST PUMP 1. A NEW CONCRETE PADFOR EACH NEW PUMP SHALL BE POURED AS SHOWN WITH A MINIMUM CLEARANCE OF 3" ON ALLSIDES FROM NEW PUMP FRAME SHALL BE REQUIRED.

3. THE PROPOSED PUMP TO BE INSTALLED SHALL PUMP 300 GPM AT 80' TDH. THE PUMP SHALL BE AVERTICAL IN-LINE PUMP, MODEL CR-90-2, AS MANUFACTURED BY GRUNFOS, OR ENGINEERAPPROVED EQUAL. THE PUMP MOTOR SHALL BE 20 HP, 230 VOLT, 3 PHASE, 60 HTZ, FOR PREMIUMEFFICIENCY.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS PRIOR TOBEGINNING OF CONSTRUCTION.

PROPOSED 18x18"x4" CONCRETE PAD FOR PUMP

AA

BB

PROPOSED FLANGEDSPOIL PIECES AS NEEDED

PROPOSED FLANGEDSPOOL PIECES AS NEEDED

EXISTING 6"x4" REDUCER BEND

6'-7"4'-3"

(TYP 2 PLACES)

(TYP 2 PLACES)(TYP 2 PLACES)

(TYP 2 PLACES)

EXISTING TERMINAL AIR CONDITIONER (PTAC)

EXISTING VARIABLEFREQUENCY DRIVE

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AS SHOWN

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EXISTING PUMP STATION - BASE PLANSCALE: 1/2" = 1'-0"

SCALE: 1/2" = 1'-0"EXISTING PUMP STATION - SECTION C

PUMP STATION - BASE PLANSCALE: 1/2" = 1'-0"

SCALE: 1/2" = 1'-0"PROPOSED PUMP STATION - SECTION D

PHASE 2 DEMOLITIONPHASE 2 PROPOSED









NEW PHASE 1 PUMP TOBE REMAIN IN SERVICEDURING PHASE 2

REMAINING PLATFORM TO BEREMOVED FROM PHASE 2 SIDE

EXISTING 3" COMPRESSION COUPLINGTO BE REMOVED

CC





EXISTING 6"x4" REDUCER BENDTO REMAIN ON RISER

TO REMAIN ON RISEREXISTING 6"x4" REDUCER BEND

PROPOSED 4" VERT. 90° BENDPROPOSED 4" VERT. 90° BEND

PROPOSED 4" 90° BEND PROPOSED 4" 90° BEND

PROPOSED 4" CHECK VALVESEE SPECIFICATIONS PROPOSED 18x18"x4" CONCRETE PAD FOR PUMP

9.5"

30"±

PROPOSED VERTICAL IN-LINEPUMP, GRUNDFOS MODEL CR-90-2-2SEE SPECS DIVISION M

PROPOSED FLANGEDSPOIL PIECES AS NEEDED

6'-7"4'-3"



PROPOSED 4" VERT. 90° BEND

PROPOSED 4" VERT. 90° BEND

PROPOSED 4" CHECK VALVESEE SPECIFICATIONS

PROPOSED VERTICAL IN-LINEPUMP, GRUNDFOS MODEL CR-90-2SEE SPECIFICATIONS

PROPOSED 18x18"x4" CONCRETE PAD FOR PUMP

PROPOSED FLANGEDSPOOL PIECES AS NEEDED

DD

NEW PHASE 1 PUMP TOBE REMAIN IN SERVICEDURING PHASE 2

(TYP 2 PLACES)

(TYP 2 PLACES)

(TYP 2 PLACES)

(TYP 2 PLACES)

NOTES:

1. REMOVE EXISTING PUMP, CHECK VALVE, AND PIPING AS SHOWN IN PHASE 2 DEMOLITION. ALLCONSTRUCTION ACTIVITIES SHALL BE SCHEDULED AND COORDINATED BY THE CONTRACTORWITH THE OWNER (LEXINGTON UTILITIES) TO MINIMIZE IMPACT ON SYSTEM OPERATION.

2. REMAINDER OF EXISTING SKID/PLATFORM THAT EXIST PUMP IS MOUNTED ON SHALL BE REMOVEDWITH EXIST PUMP 2. A NEW CONCRETE PAD FOR EACH NEW PUMP SHALL BE POURED AS SHOWNWITH A MINIMUM CLEARANCE OF 3" ON ALL SIDES FROM NEW PUMP FRAME SHALL BE REQUIRED.

3. THE PROPOSED PUMP TO BE INSTALLED SHALL PUMP 300 GPM AT 80' TDH. THE PUMP SHALL BE AVERTICAL IN-LINE PUMP, MODEL CR-90-2, AS MANUFACTURED BY GRUNFOS, OR ENGINEERAPPROVED EQUAL. THE PUMP MOTOR SHALL BE 20 HP, 230 VOLT, 3 PHASE, 60 HTZ, FOR PREMIUMEFFICIENCY.

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL DIMENSIONS PRIOR TOBEGINNING OF CONSTRUCTION.

REMAINDER OF EXISTING PLATFORM TO BE REMOVED FROM PHASE 2 SIDE

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ALIGNMENT. THIS STUB-UP SHALL BE SUITABLY SECURED IN THE

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{

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FOR ALL WATER MAIN

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APPROVED BY THE ENGINEER.

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ANY SPLICES OF THIS WIRE SHALL BE PERFORMED IN A MANNER

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VALVE BOX TO BE READILY ATTACHED TO PIPE LOCATING EQUIPMENT.

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(SEE NOTE 2)

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TOP OF PIPE ZONE

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MATERIALS

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BE 36" MIN. OR

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INSTALLATIONS SHALL

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AS INDICATED ON DRAWINGS

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PIPE ZONE

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CRUSHED STONE OR

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SELECTED EXCAVATED

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IN WET UNSTABLE SOILS.

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%%uWATER LINE INSTALLATION

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NOT TO SCALE

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SPECIAL CRUSHED STONE BEDDING WHEN IN ROCK;

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LARGE CHERT ROCKY MATERIAL, OR

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NOM.

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C OF

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PIPE

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DIA.

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6"

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(SEE NOTE 1)

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TRENCH BACKFILL

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12"

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MIN.

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BE SELECT BACKFILL MATERIAL

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BEDDING AND BACKFILL SHALL

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EXISTING PAVEMENT

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GROUND SURFACE.

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ADDITIONALLY, THE CONTRACTOR SHALL PROVIDE AND INSTALL

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TAPE SHALL BE PLACED OVER THE NEWLY INSTALLED WATER

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DETECTION TAPE AS PER SPECIFICATIONS. THIS DETECTION

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A 14-GAUGE INSULATED COPPER WIRE DIRECTLY ON TOP OF

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THE CONTRACTOR SHALL PROVIDE AND INSTALL 6"

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NOTE: FOR INSTALLATION OF PVC WATER MAIN MATERIALS

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MAIN AT A LEVEL OF 15" BELOW THE FINISH

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BE STUBBED UP INTO EACH VALVE BOX ALONG THE WATER MAIN

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OF THE NEWLY INSTALLED WATER MAIN. THIS COPPER WIRE SHALL

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TO PROTECT PIPE DURING AND AFTER LAYING.

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SUPPORT. ALL ROCK TO BE REMOVED TO WITHIN 6" OF PIPE - BED

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PLUS 24", UNLESS PERMITTED OTHERWISE BY ENGINEER.

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WHICH SPECIAL CARE IS TO BE GIVEN TO PLACEMENT AND COMPACTION

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EXCAVATED MATERIALS.

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BEARING LOAD IS TAKEN BY THE BELL.

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EXCAVATED MATERIAL WHEN IN ROCK.

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BARREL EXCEPT AT BELLS. BELL HOLES REQUIRED SUCH THAT NO

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BEDDING FROM PIPE GRADE TO 12" OVER PIPE SHALL BE SELECT

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TO PIPE GRADE WITH CRUSHED STONE BEDDING OR SELECT

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5. PIPE TO BE CONTINUOUSLY SUPPORTED ALONG LENGTH OF PIPE

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4. TRENCH SHALL BE DUG TO GIVE PIPE FULL AND CONTINUOUS

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3. LIMIT TRENCH WIDTH AT TOP OF PIPE TO NOMINAL PIPE DIAMETER

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2. "PIPE ZONE" EXTENDS TO 12" ABOVE TOP OF PIPE AND IS AREA IN

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1. SEE PROJECT SPECIFICATIONS FOR BACKFILL REQUIREMENTS.

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NOTE: MINIMUM COVER

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15"

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ENCASED OR CAPPED WITH CONCRETE OR WHERE THE OWNER OR HIS

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AUTHORIZED REPRESENTATIVE DIRECTS CONCRETE TO BE POURED.

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NOTE: TO BE USED WHERE NOTE ON DRAWINGS REQUIRES PIPE TO BE

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%%uCONCRETE CAP AND ENCASEMENT DETAILS

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NOT TO SCALE

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%%uOR OTHER OBSTRUCTION

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(Water Line or Force Main Relocation)

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%%uMETHOD OF CROSSING EXISTING UTILITIES

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3/4" THREADED ROD w/ HEX NUTS

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CLASS "C" CONC.

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AND 4"x4"x1/4" PLATE WASHER

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SQUARE

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NOT TO SCALE

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STANDARD CONCRETE

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BLOCKING

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45%%d BEND (TYP.) WITH

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CONCRETE THRUST BLOCKS

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FITTINGS: STD. MJ

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ON OTHER SIDE

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PIPE: CL 200 PVC

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FOR BOTH WATER AND SEWER MAINS

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%%uTYPICAL SECTION ASPHALT PAVEMENT - TYPE A

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MIN.

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6"

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TO BE MERGED INTO UNIT PRICE BID FOR CONCRETE BLOCKING.

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SHALL BE AS APPROVED BY THE ENGINEER. COST OF STEEL STRAP & REBAR

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NOTE: FOR UPPER THRUST BLOCK ON A VERTICAL BEND, CONCRETE VOLUME

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2"x 1/4" GALVANIZED

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STEEL STRAP

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MIN.

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9"

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4 - 3" COURSES

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12" CRUSHED STONE BASE

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NOTE: EDGE OF PAVEMENT TO BE

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AS NECESSARY TO OBTAIN

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TRIMMED PAST 12" WIDTH

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NEAT LINES.

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6"

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MIN.

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6"

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MIN.

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BETWEEN WATER &

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MIN. 18" CLEARANCE

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CULVERT, SEWER LINE

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OR OTHER OBSTRUCTION

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SEWER LINE

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EXISTING WATERLINE

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OR SEWAGE FORCE MAIN

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SAME BLOCKING AS

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TRACER WIRE

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STONE BACKFILL

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COMPACTED CRUSHED

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DETECTION TAPE

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EXISTING GROUND

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ALL SECTIONS

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6" DIMENSIONS TYPICAL

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GENERAL BACKFILL

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%%uCONCRETE ENCASEMENT

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LESS THAN 4"

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0.D./4 BUT NOT

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6" MIN.

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CLASS 'B' CONCRETE

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%%uCONCRETE CAP

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0.D./4 BUT NOT

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LESS THAN 4"

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6" MIN.

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CLASS 'B'

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CONCRETE

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8" MIN.

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6" MIN.

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O.D. + 16" MAX.

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STONE

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CRUSHED

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2" ASPHALTIC CONCRETE SURFACE

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NOTE: FOR SPECIAL TYPE "A" ASPHALT

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BY 8" OF 4000 PSI CONCRETE

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ON EACH SIDE SHALL BE 12".

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ASPHALTIC REPLACEMENT THE CUT BACK

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MITTED. FOR THIS SPECIAL TYPE "A"

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U.S. HIGHWAYS WHERE OPEN CUT IS PER-

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CONCRETE BINDER SHALL BE REPLACED

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PAVEMENT REPLACEMENT, THE ASPHALT

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IS INTENDED FOR TENNESSEE STATE AND/OR

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OVER CONCRETE. THIS SEPARATE BID ITEM

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PAVEMENT WITH 2" OF ASPHALTIC SURFACE

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12"

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VARIES

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9" ASPHALTIC CONCRETE BINDER (HOT MIX)

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12"

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45%%d BEND (TYP.) WITH

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%%uTYPICAL BORE CASING DETAIL

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NOT TO SCALE

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SECURE CARRIER PIPE WITH POWERSEAL CASING CHOCKS (3 PER JOINT) OR APPROVED EQUAL TO PROTECT PIPE FROM MOVEMENT. CASING CHOCKS SHALL BE AS MANUFACTURED BY POWERSEAL PIPELINE PRODUCTS CORPORATION OF WICHITA FALLS, TEXAS OR ENGINEER APPROVED EQUAL.

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APPROVED EQUAL

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"LINK-SEAL" OR

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BULKHEAD (SEAL)

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APPROVED EQUAL

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BULKHEAD (SEAL)

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"LINK-SEAL" OR

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%%uMETHOD OF CROSSING EXISTING DITCH

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CARRIER PIPE

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STEEL CASING PIPE

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MIN.

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3'

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(Water Line or Main Relocation)

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3/4" THREADED ROD w/ HEX NUTS

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AND 4"x 4"x 1/4" PLATE WASHER

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CLASS "C" CONC.

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CENTERLINE OF

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OR ROADWAY

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RAILROAD TRACKS

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STANDARD CONCRETE

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NOT TO SCALE

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BLOCKING

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5.5' MIN.

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MIN.

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3'

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FINISH GRADE

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CONCRETE THRUST BLOCKS

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TO BE MERGED INTO UNIT PRICE BID FOR CONCRETE BLOCKING.

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SHALL BE AS APPROVED BY THE ENGINEER. COST OF STEEL STRAP & REBAR

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NOTE: FOR UPPER THRUST BLOCK ON A VERTICAL BEND, CONCRETE VOLUME

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STEEL STRAP

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2"x 1/4" GALVANIZED

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MIN.

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9"

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SQUARE

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WATERLINE

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ON OTHER SIDE

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SAME BLOCKING AS

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RIP-RAP TO PROTECT

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EXISTING DITCHLINE

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NOTE: CONCRETE BLOCKS NOR ANY PORTION OF

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%%uAIR RELEASE VALVE ASSEMBLY

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30" CONCRETE PIPE SHALL REST ON PROPOSED

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FORCE MAIN.

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NOT TO SCALE

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STONE

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CRUSHED

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CRUSHED

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LARGE WATER METER BOX

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PIPE OR ENGINEER APPROVED

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30" REINFORCED CONCRETE

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8"x8"x16"

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BLOCK (TYP.)

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SOLID CONC.

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APCO 200-A OR

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AIR RELEASE VALVE

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1" BRONZE PIPE

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APPROVED EQUAL

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6" MIN.

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SIDE OF

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(TYP.)

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TRENCH

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WATER MAIN

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STONE

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CRUSHED

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STONE

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STOP

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(BRONZE)

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1" CORP.

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WITH WORD "WATER" ON COVER

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VALVE

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1" GATE

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(BRONZE)

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(1" BRONZE)

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PIPING

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AIR RELEASE

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OPERATED CURB STOP

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MUELLER H-10283 (3/4")

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TEST VALVE: 1" CORP. STOP

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TAPPED IN TOP OF WATER MAIN

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MUELLER H-10045 WITH LEVER

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AND H-10298 LEVER

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OR APPROVED EQUAL

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BOUCHARD NO. 1050,

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APPROVED EQUAL

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MUELLER H-10015 OR

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1" CORPORATION STOP

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NOTE: ALL COSTS ASSOCIATED WITH CONNECTION OF PE TO PVC FORCE MAINS AND RESTRAINED JOINT FITTINGS; INCLUDING ADAPTERS, ANCHORS, FITTINGS, CONCRETE, ETC. SHALL BE MERGED INTO UNIT PRICE ITEMS FOR FORCE MAINS & WATER MAINS UNLESS UNIT PRICE ITEMS FOR LINE CONNECTIONS ARE PROVIDED.

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PROPOSED 12" DR 11 PE 4710 AND RESTRAINED JOINT PVC FORCE MAIN

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PRIOR TO MAKING CONNECTIONS WITH FLANGE ADAPTER, THE POLYETHYLENE PIPE SHALL BE ALLOWED MIN. 24 HOURS TO STABILIZE PULLING TENSIONS

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PVC FORCE MAIN (RESTRAINED JOINT PIPE 200 L.F. EA SIDE OF BORE)

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12" LONG SOLID RESTRAINED M.J. SLEEVE

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SPECIAL C900, DR-18 (PR-235) FLANGE TO PLAIN END PIECE

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EARTH

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UNDISTURBED

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%%UPLAN VIEW

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A-A

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A-A

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EITHER SIDE OF PIPE

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18" MIN. ON

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PIPE

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UNDERNEATH

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6" MIN.

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6" MIN COVER

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%%uSECTION A-A

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NOT TO SCALE

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%%uPE TO PVC PIPE CONNECTION DETAIL

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FLANGE ANCHOR PIECE FOR CONNECTION OF PROPOSED FORCE MAIN, AS MANUFACTURED BY DRISCOPIPE OR APPROVED EQUAL W/ 2000 PSI CONCRETE ENCASEMENT.

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2,000 PSI CONCRETE

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%%uCONCRETE CURB & GUTTER DETAILS

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NOT TO SCALE

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%%UREPLACEMENT-CURB & GUTTER

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%%uGUTTER RESURFACING

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REPLACE

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CONCRETE SIDEWALK

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6"

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30"

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MATCH EXISTING GUTTER SIZE

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12"

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PAVEMENT

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COMPACTED

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BACKFILL

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COMPACTED

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BACKFILL

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PAVEMENT

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EXISTING CONCRETE

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6"

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%%UROLLED CONCRETE CURB

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6"±

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9"

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EXISTING GROUND

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PAVEMENT

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2" RAD.

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1"

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23"

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1/2" RAD. TROWELLED JOINT

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1/2" RAD. TROWELLED JOINT

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CONCRETE SIDEWALK

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REPLACE

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%%UCURB REPLACEMENT WITH

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CURB & GUTTER

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#4x0'-7"@2'-0" O.C. (DRILL & GROUT IN DOWELS)

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REMOVE EXISTING CURB & MILL/SCARIFY EXISTING GUTTER TO REMOVE WEATHERED/DETERIATED CONCRETE. CLEAN AND APPLY INTRALOK BONDING AGENT FROM W.R. MEADOWS, INC. HAMPSHIRE, IL OR APPROVED EQUAL IN ACCORDANCE WITH ASTM C1059; THEN POUR/FINISH NEW CURB & GUTTER RESURFACING TO MATCH EXISTING GRADE.

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NOTE: ALSO SEE SPECIFICATION FOR CITY OF LEXINGTON REQUIREMENTS AND ADA REQUIREMENTS FOR DETECTABLE WARNINGS.

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4/30/19

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18167

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PROJECT NO.

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OF

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SCALE

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DRAWN BY

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CHECKED BY

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DATE

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DESIGNED BY

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R.S.S.

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NO.

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DATE

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PROJECT NO.

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18167

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17

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T.G.D.

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S.M.J.

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AS SHOWN

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16

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FLANGE TO PLUMB BOX AND

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CONCRETE PAD

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FOR SUPPORT

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%%uTYPICAL GATE VALVE INSTALLATION

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NOT TO SCALE

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FOR GATE VALVE REQUIREMENTS

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SEE PROJECT SPECIFICATIONS

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PREVENT SETTLEMENT

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STONE BEDDING

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6" CRUSHED

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BONNET BOLTS

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2"%%p ABOVE VALVE

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NOT TO SCALE

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%%USILTATION FENCE

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1.5"%%p

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4"

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TRACER WIRE

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IF OPERATING NUT IS OVER

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EXTENSION STEM REQUIRED

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TAMPED BACKFILL

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30" BELOW VALVE BOX TOP

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PROJECT SPECS.

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VALVE BOX - SEE

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CLEAR OF VALVE AT ALL POINTS.

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OPERATING NUT, PLUMBED AND

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VALVE BOX TO BE CENTERED OVER

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PLACE BRICK UNDER VALVE BOX

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PAVEMENT

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24" o MIN.

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COLLAR

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CONCRETE

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/

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1. SET THE STAKES.

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3. STAPLE FILTER MATERIAL TO STAKES

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AND EXTEND IT INTO THE TRENCH.

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FLOW

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FLOW

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4. BACKFILL AND COMPACT THE EXCAVATED SOIL.

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FLOW

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FLOW

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2. EXCAVATE A 4"x4" TRENCH UPSLOPE ALONG

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THE LINE OF STAKES.

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4"

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4"

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CONCRETE THRUST BLOCK AND

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KICKER SO THAT WEEP HOLES

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TAKEN WHEN POURING CONCRETE

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SUPPORT PAD. CARE IS TO BE

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DRAIN AREA WITH BUILDER'S FELT BEFORE BACKFILLING.

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CLEAN STONE IS REQUIRED. COVER TOP OF CRUSHED STONE

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WEEP HOLES. A MINIMUM OF 7.0 CU FEET OF

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CRUSHED STONE TO BE PLACED AROUND FIRE HYDRANT

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%%uTYPICAL FIRE HYDRANT INSTALLATION

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EARTH

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UNDISTURBED

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ARE NOT BLOCKED.

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NOT TO SCALE

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ANCHORING TEES WILL BE PERMITTED AS APPROVED BY

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TIE-ROD INSTALLATIONS AS APPROVED BY THE ENGINEER.

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MUST BE USED WITH I BOLTS SPECIFICALLY FOR

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TO ANCHOR VALVE TO MAIN LINE TEE. 3/4" TIE-RODS

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CONTRACTOR SHALL INSTALL DOUBLE 3/4" TIE-RODS

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THE ENGINEER.

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HYDRANT TO BE VERTICALLY PLUMB

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PUMPER OUTLET TO FACE STREET

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DRAIN

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TRACE WIRE

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2" %%p

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SHALL BE 3'-6". THE CONTRACTORS ATTENTION

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DEPTH COULD BE REQUIRED ON VARIOUS FIRE

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IS DIRECTED TO THE FACT THAT GREATER BURY

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THE MINIMUM BURY FOR ALL FIRE HYDRANTS

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HYDRANTS DUE TO DEPTH OF THE MAIN LINE.

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(NO ROCK OVER 300MM)

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SELECTED BACKFILL

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THRUST

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CONCRETE

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PAID SEPARATELY

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6" HYDRANT

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FEED LINE

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M.J. TEE

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6" GATE VALVE

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AND VALVE BOX

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BLOCK

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GROUND SURFACE

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6" SQ. STEEL PLATE - 1" THICK

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FOR BOTH WATER AND FORCE MAINS

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%%uCONCRETE THRUST BLOCK DETAILS

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30.5

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21.5

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13.5

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9.5

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8.0

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*Engineer to confirm actual required dimensions before construction of the Thrust Block.

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VALUES ARE TABULATED IN SQUARE FEET

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6.0

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3.0

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2.5

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1.5

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1.0

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1.0

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BEND

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22 1/2%%d

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BASED ON 200 PSI INTERNAL PRESSURE AND

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SCHEDULE OF MINIMUM BEARING AREA REQUIRED

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Bearing Area (square feet) = A(feet) x B(feet)

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6.5

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12.0

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8.5

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12"

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24.0

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20"

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36"

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30"

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24"

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76.5

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53.0

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34.0

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18"

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16"

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20.0

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15.0

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18.5

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33.5

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110.0

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76.5

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48.0

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59.0

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41.0

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26.0

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27.5

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21.5

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15.0

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11.5

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90%%d BEND

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10"

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8"

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6"

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6.0

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4.0

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2.5

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DEAD END

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4"

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SIZE

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PIPE

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1.0

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TEE OR

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8.5

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5.5

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3.0

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4.5

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3.0

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2.0

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45%%d BEND

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1.5

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1.0

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"A"

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4000 PSF SOIL BEARING CAPACITY*

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"B"

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%%uPLUG

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"D"

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PLUG

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"A"

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4"%%C STEEL PIPE

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2.0

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5.0

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17.5

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12.0

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7.0

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4.0

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3.0

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1.5

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1.0

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1.0

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1.0

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BEND

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11 1/4%%d

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"A"

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%%uTHRUST BLOCK

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%%uGRAVITY-TYPE

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%%uPLAN: TEE

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HAVE DIMENSIONS ACCORDING TO

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BY ENGINEER.

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DETERMINED OR APPROVED

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WEIGHT IS CRITICAL - MUST BE

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(OR AS OTHERWISE APPROVED BY

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WITH 2 COATS BITUMASTIC PAINT

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1/4" x 2" STEEL STRAP PROTECTED

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FIXED TO UPPER BLOCK USING

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SCHEDULE BELOW. FITTING TO BE

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ENGINEER).

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BY ENGINEER. LOWER BLOCK TO

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VOLUME SHALL BE AS DETERMINED

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ON A VERTICAL BEND, CONCRETE

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FOR UPPER THRUST BLOCK

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"A"

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%%uPLAN: 90%%d BEND

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MIN.

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12"

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MIN.

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12"

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PIPE JOINT, GLAND BOLTS, ETC.

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"B"

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%%uSECTION

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AREA EQUIVALENT TO AT LEAST AxB.

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UNDISTURBED EARTH WITH BEARING

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4. CONCRETE TO BEAR AGAINST

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3. KEEP CONCRETE CLEAR OF ANY

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1. CONCRETE TO BE CLASS "C"

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APPROVAL OF ENGINEER.

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CHANGE AT DIRECTION OF OR

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APPROXIMATE - SUBJECT TO

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2. DIMENSIONS AS SHOWN ARE

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(2000 P.S.I.) OR STRONGER.

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%%uNOTES:

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2'-0"

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2-0"

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MIN.

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TRENCH

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6"

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1'-0"

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3'-0"

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2,000 PSI

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CONCRETE

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CARRIER (PVC) PIPE

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EXTENDED ANCHOR TO BE 6" BELOW

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GROUND SURFACE WHEN NECESSARY

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TO PREVENT WASHING OUT OF

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BACKFILL BY SURFACE WATER.

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NOT TO SCALE

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%%uCONCRETE ANCHOR

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CONCRETE SHALL BE PAID FOR UNDER CONTRACT ITEM FOR CONCRETE

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CRADLE AND/OR ENCASEMENT.

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3'-0"±

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1'-0"

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2'-0"

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CONCRETE

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2,000 PSI

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6'-0" MIN.

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EBBA IRON RESTRAINT HARNESS SERIES 6500 FOR IPS PVC PIPE & SERIES 1100HD FOR DIP PIPE

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POLYETHYLENE PE-3408-P-X, ASTM D 2737

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(FOR D.I.P., TAP PIPE FOR CORPORATION COCK)

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SDR-9/200 PSI-CTS WITH TRACER WIRE

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%%U3/4"-1 1/2" SERVICE ASSEMBLY

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45%%d

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SERVICE CLAMP SHALL BE BRONZE CONSTRUCTION

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WITH NEOPRENE GASKET. MUELLER H-13431 OR

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APPROVED EQUAL.(ON PIPES OTHER THAN D.I.P.)

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OR APPROVED EQUAL

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FOR LOCATING PURPOSES

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CORPORATION COCK=FORD F-1000 CTS/CC

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EXISTING METER BOX AS SHOWN

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CONTRACTOR SHALL RELOCATE

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ON CONSTRUCTION DRAWINGS

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BALL ANGLE No.42-232W

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OR APPROVED EQUAL

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24" MIN.

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1"

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CURB STOP

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EXISTING METER (CONTRACTOR

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SHALL RECONNECT TO

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ONE BRICK HIGH

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NEW SERVICE LINE)

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NOT TO SCALE

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UNDISTURBED EARTH

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DEADMAN ACHOR-INSTALLED IN UNDISTURBED-STABLE EARTH (TYPICAL BOTH SIDES)

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%%uDEADMAN ANCHOR FOR VALVE INSTALLATION

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CONTRACTOR SHALL INSTALL TWELVE 3/4" TIE-RODS FROM END CAP, VALVE ASSEMBLIES TO DEADMAN ANCHOR. 3/4" TIE-RODS MUST BE USED WITH I BOLTS SPECIFICALLY FOR TIE-ROD INSTALLATIONS AS APPROVED BY THE ENGINEER. ANCHORING TEES WILL BE PERMITTED AS APPROVED BY THE ENGINEER.

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FUTURE FORCE MAIN OR

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WATER MAIN

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TEMPORARY END CAP

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AND VALVE BOX

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VALVE

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NOT TO SCALE

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CLASS "C"

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CONCRETE

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%%USECTION A-A

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CONCRETE ENCASEMENT/ANCHOR SHALL BE MINIMUM 12" OVER AND UNDER PIPE AND MINIMUM OF 36" ON EACH SIDE OF ANCHOR.

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GROUND SURFACE

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UNDISTURBED EARTH

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%%UPLAN VIEW

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A

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EXTENDED ANCHOR TO BE 6" BELOW GROUND SURFACE WHEN NECESSARY TO PREVENT WASHING OUT OF BACKFILL BY SURFACE WATER.

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CONCRETE

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CLASS "C"

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EBBA IRON SERIES 1100SDB RESTRAINT

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CARRIER PIPE

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GROUND SURFACE

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A

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HORIZONTAL SHAFT VALVE SETTING

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%%uTYPICAL BUTTERFLY VALVE INSTALLATION

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NOT TO SCALE

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SEE PROJECT SPECIFICATIONS FOR

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BUTTERFLY VALVE REQUIREMENTS

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BONNET BOLTS

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2"%%p ABOVE VALVE

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CRUSHED STONE TO LEVEL OF

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BACKFILL AROUND VALVE WITH

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SUPPORT OF VALVE

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CONCRETE PAD FOR

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VALVE BOX SUPPORT

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TRACER WIRE

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VALVE BOX - SEE

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PROJECT SPECS.

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VALVE BOX TO BE CENTERED OVER

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CLEAR OF VALVE AT ALL POINTS.

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OPERATING NUT, PLUMBED AND

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PREVENT SETTLEMENT

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FLANGE TO PLUMB BOX AND

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PLACE BRICK UNDER VALVE BOX

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PAVEMENT

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CONCRETE

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COLLAR

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24"o MIN.

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/

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EXTENSION STEM REQUIRED

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IF OPERATING NUT IS OVER

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30" BELOW VALVE BOX TOP

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TAMPED BACKFILL

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4"

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1.5"

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4/30/19

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18167

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PROJECT NO.

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OF

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SCALE

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DRAWN BY

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CHECKED BY

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DATE

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DESIGNED BY

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R.S.S.

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NO.

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DATE

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PROJECT NO.

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18167

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17

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T.G.D.

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S.M.J.

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AS SHOWN

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17

Water Management Services, LLC 4/30/19 18167 17

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