W912P5-20-Q-0038 (Kuttawa) TPlans.pdf

®of Engineers

US Army Corps

Nashville District

Plans For Kuttawa Site No. 15 Sewer Line Replacement

Cumberland River Watershed

Barkley Dam Project

Public Use Areas

Kuttawa, Kentucky

W912P5-20-Q-0038

July 2020

RTA

Submitted:

Approval Recommended:

Chief, Engineering Services Branch

Approved:

Project Engineer

Frank C. Mills, P.E.

Chief, Surveying and Mapping Section

Ryan Wigner, E.I.

Joanne E. Traicoff, P.E.

(2.) The approval signatures appearing in the signature block on this sheet constitute approval of all drawings listed in the sheet index.

designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

(1.) This project was designed by the Nashville District of the U.S. Army Corps of Engineers. The initials or signatures and registration

Note:

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PROJECT LOCATION

PROJECT LOCATION

LAKE BARKLEY

KENTUCKY LAKE

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PROJECT LOCATION MAP

VICINITY MAP

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KUTTAWA

SCALE:1:2000

2000 4000

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INDEX OF DRAWINGS

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PROJECT LOCATION

STATE BOUNDARY

COUNTY LINE

HENRY

WEAKLEY

CALLOWAY

STEWART

TN

TRIGGKY

GRAVES

McCRACKEN

MARSHALL

LIVINGSTON

IL

LYON

CALDWELL

DRAWING DESCRIPTION

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KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, PLAN

KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, TYPICAL TRENCH DETAILS

KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, IRON ENCASEMENT AND MANHOLE DETAILS

KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, MANHOLE COVER

KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, PROFILE

KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, PHOTOS OF MANHOLES

KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, PHOTOS OF MANHOLES AND CMP

KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, RESTROOM PLAN VIEW

KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, PHOTOS OF SINK AND TOILET

KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, PHOTOS OF UTILITY ROOM AND PIPING

KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, PHOTOS OF MANHOLES

KUTTAWA SITE NO. 15, SEWER LINE REPLACEMENT, PLUMBING SHEDULE

STATE PARK

MINERAL MOUND

SUWANEE

INDEX, LOCATION AND VICINITY MAP

THE DRAWINGS IS APPROXIMATE.1 FOOT AND AT THE DEPTH REQUIRED BY THE DRAWINGS. LOCATION OF THE NEW MANHOLES SHOWN ON

THE NEW MANHOLES SHALL BE INSTALLED AT THE SAME LOCATIONS AS THE EXISTING MANHOLES (+/-)

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CITY SEWER LINE

3. MINIMIZE DISTURBANCE OF ANY EXISTING TREES.

NEEDED DURING THE CONSTRUCTION PERIOD.

REQUIRED WHERE IT IS EVIDENT THAT EROSION OR SEDIMENT CONTROL IS

2. AT A MINIMUM, EROSION CONTROL BEST MANAGEMENT PRACTICES (BMPS) ARE

CONSTRUCTION PERIOD.

COMMENCING EARTHWORK AND SHALL BE MAINTAINED THROUGHOUT THE

1. ALL NECESSARY EROSION CONTROL MEASURES SHALL BE INSTALLED PRIOR TO

ENVIRONMENTAL NOTES:

MANHOLE REPLACEMENT

REPLACMENT

MANHOLE

STEEL ENCASEMENT SLEEVE

LINES

OVERHEAD POWER

WOOD FENCE

METAL GATE W/

OPTION

WITH WATERPROOF COVER

MANHOLE REPLACEMENT

WITH WATERPROOF COVER

MANHOLE REPLACEMENT

RIP RAP

LAYDOWN AREA

TOP OF DITCH

PROFILE GRADE

DRAINAGE DITCH

IN THE BOTTOM RIGHT.

SEE THE RIP RAP DETAIL

WITH FILTER FABRIC.

CLASS II RIP RAP

IN THE BOTTOM RIGHT.

SEE THE RIP RAP DETAIL

WITH FILTER FABRIC.

CLASS II RIP RAP

REPLACEMENT

4" SEWER LINE

RESTROOM FACILITY

REPAIRED. SEE NOTE 14.

SLEEVE AND ASPHALT TO BE

DUCTILE IRON ENCASEMENT

UNDERGROUND ELECTRICAL LINE

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HDPE - DR11

REPLACEMENT

8" SEWER LINE

REPAIRED. SEE NOTE 14.

AND ASPHALT TO BE

SLEEVE (AWWA C151, CL 350)

DUCTILE IRON ENCASEMENT

1-2'

AND MINOR GRADING

TOPSOIL PLACEMENT

HDPE - DR11

REPLACEMENT

8" SEWER LINE

HDPE - DR11

REPLACEMENT

8" SEWER LINE

REPAIRS SHALL NOT BE COLD PATCH.

ASPHALT WILL HAVE TO BE REMOVED FOR NEW SEWER LINE AND ENCASEMENT PIPES. ROADWAY

14. ASPHALT TO BE REPLACED WHERE CAST IRON ENCASEMENT SLEEVES ARE LOCATED. CURRENT

THE COR AT THE CONTRACTOR'S EXPENSE.

LAYDOWN AREA SHALL BE RESTORED TO PRECONSTRUCTION CONDITIONS TO THE SATISFACTION OF

DAMAGES TO THE LAYDOWN AREA DURING CONSTRUCTION. UPON CONSTRUCTION COMPLETION, THE

13. THE LAYDOWN AREA SHALL BE LOCATED AS INDICATED IN THE DRAWING. MINIMIZE FOOTPRINT AND

CONSTRUCTION RIPRAP ENCAPSULATES PRECONSTRUCTION LIMITS.

12. NOTE LIMITS OF EXISITING RIPRAP ON THE NORTH END PRIOR TO CONSTRUCTION TO ENSURE POST

MATERIALS ARE PLACED AT PRE-CONSTRUCTION ELEVATIONS.

11. INVERT ELEVATIONS SHOULD BE CAPTURED WITH EXISTING CONDITIONS TO ENSURE THAT NEW

CONTRACTOR WILL BE COMPLETE WITH ALL TASKS INCLUDING CLEAN UP, BY MARCH 1, 2021.

10. CONSTRUCTION SHALL NOT COMMENCE PRIOR TO SEPTEMBER 30, 2020. THE

A MANNER SO THAT THE CONTRACTOR CAN BACKFILL ALL OPEN TRENCHES WITHIN 48 HOURS.

9. UNLESS OTHERWISE APPROVED, TRENCH EXCAVATION AND PIPE PLACEMENT SHALL PROGRESS IN

CONTRACTOR AND SHALL BE DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS.

8. EXISTING SEWER LINE REMOVED DURING CONSTRUCTION SHALL BECOME THE PROPERTY OF THE

CONSTRUCTION.

7. SEE ELECTRICAL LINE REFERENCE FOR SPLICING REQUIREMENT NOTES IF A LINE IS SEVERED DURING

6. REFER TO BID SCHEDULE FOR APPROXIMATE LENGTHS OF PIPE REQUESTED.

THE DETAILS. LOCATION OF THE NEW SEWER LINE SHOWN ON THE DRAWINGS IS APPROXIMATE.

5. THE NEW SEWER PIPING SHALL BE HDPE DR11 AND SHALL BE PLACED AT THE DEPTH REQUIRED BY

AND FINAL PIPE ALIGNMENT WITH THE CONTRACTING OFFICER PRIOR TO CONTRUCTION.

UTILITIES AND SITE FEATURES PRIOR TO BEGINNING CONSTRUCTION. COORDINATE DESCREPANCIES

4. THE CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED ALIGNMENTS WITH RESPECT TO EXISTING

3. XYZ CAD DATA WILL BE MADE AVAILABLE UPON CONTRACTOR'S REQUEST.

ESTIMATE PIPE LENGTH BASED ON DRAWINGS PROVIDED.

2. IMAGERY PROVIDED FOR GENERAL SITE ORIENTATION. IMAGERY WAS ALSO USED TO SCALE AND

THE IMAGERY WAS CAPTURED ON MARCH 15, 2019.

1. IMAGERY WAS IMPORTED INTO MICROSTATION FROM GOOGLE EARTH. ACCORDING TO THE SOFTWARE, GENERAL NOTES:

150'0 75'

FABRIC AND STONE

AND PLACE GEOTEXTILE

EXCAVATE EXISTING SOIL

EXCAVATION)

(BOTTOM AND SIDES OF

GEOTEXTILE FILTER FABRIC

12" CLASS II CHANNEL LINING

1 (MIN)

12.5

RIPRAP DETAIL - TYPICAL CROSS SECTION

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ASPHALT, CONTRACTOR MUST SUBMIT PROPOSED WORKPLAN.

IF BORING AND JACKING IS PREFERED OVER REPLACING THE6.

AT THE CONTRACTOR'S EXPENSE.

SHALL BE REPAIRED AND THE SERVICE RESTORED PROMPTLY

OF THE SERVICE CAUSED BY THE CONTRACTOR'S OPERATIONS

UTILITIES. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS

UNLESS OTHERWISE INDICATED, DO NOT DISTURB EXISTING5.

PROJECT.

SHALL DETERMINE THE LOCATION OF ALL UTILITIES ON THE

ALL WHICH MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR

IMATELY ONLY, AND THOSE INDICATED ARE NOT NECESSARILY

GROUND UTILITIES INDICATED ON THE PLANS ARE APPROX-

LOCATIONS OF THE EXISTING ABOVEGROUND AND UNDER-4.

SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

STRUCTURES CAUSED BY THE CONTRACTOR'S OPERATIONS,

ANY DAMAGE TO FENCES, LIGHTS, ASPHALT, OR OTHER3.

REGULATIONS, UNLESS OTHERWISE APPROVED BY THE COR.

ACCORDANCE WITH FEDERAL, STATE, AND LOCAL DISPOSAL

DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE IN

MILLED AND DEMOLISHED ASPHALT AND CONCRETE SHALL BE 2.

AND BARRICADES IN ACCORDANCE WITH EM 385-1-1.

SITE SHALL BE PROMINENTLY MARKED WITH ORANGE FLAGS

OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION1.

NOTES:

BETWEEN ASPHALT LAYERS.

WHERE APPLICABLE, TAPER CONSTRUCTION JOINTS1.

NOTE:

SEE PROFILE

SEE PROFILE SEE PROFILE

12" 12"

12" 12" 12" 12"12"12"

OFFSET EACH LAYER 12 INCHES MINIMUM

D

MIN

6"

MIN

6"

D

MIN

6"

MIN

6"

D

MIN

6"

MIN

6"

CL

CL

CL

TRAFFIC OR PARKING AREA (CONCRETE)

TYPICAL TRENCH DETAILS

N.T.S.

NON-TRAFFIC OR GRAVEL AREATRAFFIC OR PARKING AREA (ASPHALT)

PROPOSED REINFORCEMENT PLAN

REINFORCED CONCRETE; SUBMIT

6 IN. 4000 PSI FIBER OR STEEL

EXISTING PAVEMENT

KYTC NO. 10

PIPE SLEEVE

DUCTILE IRON

CRUSHED STONE OR DGA

5 INCHES MINIMUM OF

PIPE SLEEVE

DUCTILE IRON

KYTC NO. 10 KYTC NO. 10

12 INCHES OF GRAVEL

6 INCHES TOPSOIL OR

BACKFILL

4 INCHES OF ASPHALT BASE

2 INCHES OF ASPHALT SURFACE

CRUSHED STONE OR DGA

5 INCHES MINIMUM OF

/3 Ø P

IP

E

AS SPECIFIED

Opening 22" Clr.

/2

5'-0"min. 5'-0"min.

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APPROVED EQUAL

MANHOLE STEPS OR

MA INDUSTRIES PSI-PF

CASTING AND RING)

REQ'D. BETWEEN

(GASKET MATERIAL

ADJUSTABLE RING

ASTM C478

IN ACCORDANCE W/

PRECAST CONCRETE

INSTRUCTIONS

ACCORDING TO MFG.

EQUAL APPLIED

GASKET OR APPROVED

E-Z STIK PLASTIC

6" COMPACTED DGA

BASE SECTION

MONOLITHIC PRECAST

CORE-DRILL EXIST. MANHOLE

WATERPROOFING

OF BITUMASTIC

SURFACE W/ 2 COATS

PAINT EXTERIOR

PROP. PVC/ HDPE PIPE

FORCEMAIN

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IN

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(SEE NOTE)

CASING INSULATORS

BENCH

CONCRETE

(GROUT ANNULUS)

OR APPROVED EQUAL

BY PRESS SEAL GASKET CORP.

MODEL PSX GASKET AS MFG.

GRADE AWAY FROM M.H.)

(TOP OF CASTING TO BE FLUSH WITH GROUND, SLOPE

NEENAH CASTING NO. R-1642 OR APPROVED EQUAL

WALL OF EXISTING MANHOLE/ WETWELL

PIPE SEAL AS PER MFG.

CORE-DRILL OPENING AS REQ'D FOR

EQUAL (GROUT ANNULUS)

GASKET CORP., LINK SEAL OR APPROVED

PSX GASKETS AS MFG. BY PRESS SEAL

WITH THIS DETAIL.

ALL PENETRATION OF EXIST. MANHOLES SHALL BE IN ACCORDANCE2.

INSTRUCTIONS.

INSTALL PIPE SEALS IN ACCORDANCE WITH MANUFACTURER'S1.

NOTES:

IRON ENCASEMENT & CARRIER PIPE

PRECAST MANHOLE

THRUST ANCHOR EXAMPLE

APPROXIMATE LOCATIONS AND SPECIFICS.

SEE THE EXISTING SEWER LINE PROFILE DETAILS FOR 3.

ONE PIPE LENGTH (~40) FROM THE MANHOLES.

THRUST ANCHORS AND THRUST BLOCKS SHALL BE USED 2.

THRUST BLOCKS TO STABLIZE THE HDPE SEWER LINE.

THRUST ANCHORS SHALL BE USED IN CONJUNCTION WITH 1.

NOTES:

AWWA C151, CL 350

IRON ENCASEMENT PIPE

AT THE ELEVATION SHOWN ON THE DRAWINGS.

THE ALLOWABLE TOLERANCE AT THE UPSTREAM END POINT OF THE BORE SHALL BE SUCH THAT THE INVERT OF THE CARRIER PIPE MAY BE POSITIONED10.

THE INTERIOR FACE OF THE MANHOLE AT THE END OF THE BORE.

THE BOTTOM BY AN ELEVATION NO LOWER THAN THE EXISTING INLET PIPE INVERT. FOR SEWERS, THE SIDES SHALL BE A MINIMUM OF 8 INCHES INSIDE

POSITIONED WITHIN A VERTICAL AREA LIMITED ON THE TOP BY AN ELEVATION NO HIGHER THAN THE ELEVATION SHOWN ON THE DRAWINGS AND ON

THE ALLOWABLE TOLERANCE AT THE DOWNSTREAM END POINT OF THE BORE SHALL BE SUCH THAT THE INVERT OF THE CARRIER PIPE MAY BE

THE CONTRACTOR SHALL GUARANTEE A USABLE COMPLETED CASING BETWEEN THE POINTS SPECIFIED AND TO THE LINE AND GRADE SPECIFIED.9.

WILL PROVIDE THE DETAILED LAYOUT REQUIRED TO KEEP THE TUNNEL OR BORE ON GRADE.

THE GOVERNMENT WILL PROVIDE THE NECESSARY CONTROL POINTS REQUIRED BY THE CONTRACTOR FOR THIS CONSTRUCTION. THE CONTRACTOR8.

TO OFFSET ANY MINOR VARIATIONS IN THE ALIGNMENT OF THE CASING.

APPROVED. IF NECESSARY TO ACHIEVE PROPER LINE AND GRADE ON THE CARRIER PIPE, FASTEN ONLY APPROVED BLOCKING TO THE CARRIER PIPE

CARRIER PIPE SHALL BE FURNISHED BY THE CONTRACTOR AND INSTALLED IN THE CASING BY JACKING IT THROUGH THE CASING UNLESS OTHERWISE7.

PROPER PROVISIONS TO PREVENT CAVING IN OF THE EARTH SURROUNDING THE CASING.

DO NOT REMOVE UNACCEPTABLE CASING WITHOUT PRIOR APPROVAL FROM THE COR. IF THE REMOVAL OF CASING IS PERMITTED, MAKEB.

BY WELDING.

OF CASING PIPE TOGETHER TO PROVIDE WATERTIGHT JOINTS, AND REPLACE THE PROTECTIVE COATINGS IN AREA WHERE IT IS DAMAGED

FOR OPEN CUT OF CASING PIPES, INSTALL THE CASING PIPE INTO THE OPEN CUT AS THE TRENCH EXCAVATION PROCEEDS. WELD SECTIONSA.

INSTALLATION OF CASING PIPE:6.

THE CARRIER PIPE SHALL BE HDPE - DR11.5.

ANY ADJUSTMENTS TO THIS MUST BE SUBMITTED FOR APPROVAL.

THE CASING PIPE SHALL BE AN 16 IN. MINIMUM DIAMETER LOCKING DUCTILE IRON PIPE (DIP) AWWA 151, CL 350.4.

CASING INSULATORS SHALL BE MODEL S8G-2 AS MFR. BY PSI, 6525 GOFORTH ST., HOUSTON, TX. 77021 OR EQUIVALENT. SPACE AT 6'-0"max. C/C.3.

INSTALL RESTRAINED JOINT PVC SEWERMAIN WITHIN ALL ENCASEMENT PIPE AND ONE PIPE LENGTH OUTSIDE OF THE CASING ON BOTH ENDS.2.

MENT AT EACH ROADWAY CROSSING AND NOTIFY THEENGINEER PRIOR TO INSTALLATION, IF THE LENGTH NOTED ON THE PLANS IS INSUFFICIENT.

EXCAVATION BETWEEN DITCH LINES OR WITHIN 5'-0" OF THE SHOULDER IF THERE IS NO DITCH IS PROHIBITED. VERIFY THE LENGTH OF ENCASE-1.

NOTES:

IN IRON CASING PIPE

RESTRAINED JOINT HDPE - DR 11 CARRIER PIPE

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STEEL LOCKING BAR

22"

36"

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SANITARY

SEWER

(OR APPROVED EQUAL)

HEAVY DUTY, H20 LOAD RATED

CLASS 35B GRAY IRON

COVER LETTERED "SANITARY SEWER" OR "STORM DRAIN"

JOHN BOUCHARD & SONS CO.

0 6"6" 1FT

SCALE: 1''=6"

®of Engineers

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SCALE: 1''= 30'

MANHOLE #4

MANHOLE #3

MANHOLE #2

MANHOLE #1

24" C.M. PIPE

MEET ACTUAL ELEVATION.

SEWER LINE AS NECESSARY TO

ADJUST ELEVATION OF PROPOSED

TION AT POINT OF CONNECTION.

FIELD CHECK SEWER INVERT ELEVA-

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PROFILE

8" PIPE @ 0.5%

160' OF 8" C.I. PIPE

S T

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8" PIPE @ 0.5%

8" PIPE @ 3.6%

8" P

IPE @

11.2

PIPE LENGTH (~40') FROM THE MANHOLES TO ENSURE NO MOVEMENT.

ALL THRUST BLOCKS SHALL BE 18" X 18" X 18". THRUST BLOCKS SHALL BE PLACED ONE HDPE9.

PIPE DOES NOT MOVE OVER TIME.

THRUST ANCHORS WILL BE USED IN CONJUNCTION WITH THRUST BLOCKS TO ENSURE THE HDPE8.

NEW SEWER LINES SHALL MATCH EXISITNG GRADES. FOLLOW NOTE #2.7.

SHOWN IN C100.

THE NEW SEWER LINE SHALL TIE BACK INTO THE EXISITNG MANHOLE #4, OWNED BY THE CITY AS6.

WATERPROOF COVERS AS SHOWN IN THE WATERPROOF MANHOLE COVER DETAIL.

BE REPLACED FOLLOWING THE MANHOLE DETAIL. MANHOLE #2 AND MANHOLE #3 SHALL HAVE

AT LEAST 12" ABOVE FINAL GRADE. SEE DETAIL C702. MANHOLE #2 AND MANHOLE #3 SHALL ALSO

MANHOLE #1 SHALL BE REPLACED FOLLOWING THE MANHOLE DETAIL AND SHALL BE ELEVATED5.

VIEW AT STATION 1+ 78.

OR CMP WILL BE AT THE EXPENSE OF THE CONTRACTOR. THE CMP IS SHOWN IN THE PROFILE

THE ROADWAY AND CMP SHALL HAVE IN PLACE PROTECTION. ANY DAMAGE TO THE ROADWAY4.

THE NEW SEWER LINE SHALL BE 8" DR11 HDPE. 3.

PACKAGE. ELEVATIONS SHALL BE RECORDED IN NAVD88.

MANHOLE INVERT ELEVATIONS SHALL BE RECORDED AND PROVIDED AS PART OF THE AS-BUILT

SHALL VERIFY ALL ELEVATIONS IN THE FIELD. UPON CONSTRUCTION OF NEW SEWER LINE, NEW

ALL ELEVATIONS IN THIS DRAWING ARE APPROXIMATIONS AND IN NGVD29. THE CONTRACTOR2.

THIS PROFILE WAS DEVELOPED IN MICROSTATION BASED ON A PDF OF A PLANSET DATED 1971.1.

NOTES:

LOCATIONS IN THE PROFILE ARE APPROXIMATIONS. SEE NOTE #9 FOR THRUST BLOCK DETAILS.

THESE BLOCKS INDICATE WHERE THE THRUST BLOCKS WILL BE PLACED. ALL THRUST BLOCK

LEGEND:

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IMAGE #2 IMAGE #3 IMAGE #4

DETAIL TO PREVENT INFLOW FROM THE ELEVATED LAKE LEVELS.

HAVE A WATERPROOF COVER AS SEEN IN THE MANHOLE COVER

SHALL BE 8 TO 15 IN. ABOVE FINAL GRADE. THE NEW MANHOLE SHALL

MANHOLE AS SEEN IN THE MANHOLE DETAIL REFERENCE. THE MANHOLE

MANHOLE #3 SHALL BE REPLACED WITH A PRE-CAST CONCRETE

CONTRACTORS EXPENSE.

AND ANY DAMAGE TO THE ROADWAY SHALL BE PAID AT THE

THE ROADWAY. THE ROADWAY SHALL HAVE IN PLACE PROTECTION

THE NEW SEWER LINE PLACEMENT SHALL MAINTAIN ~40" FROM

THE FENCE OR GATE SHALL BE PAID AT THE CONTRACTOR'S EXPENSE.

THE GATE AND FENCE SHALL BE PUT BACK INTO PLACE. ANY DAMAGE TO

OF CONSTRUCTION. UPON COMPLETION OF THE SEWER LINE REPLACEMENT

THE GATE AND FENCE SHALL BE REMOVED PRIOR TO THE BEGINNING

THIS LINE IS AN APPROXIMATED DRAWING OF WHERE THE NEW SEWER LINE WILL BE LOCATED.

CONTRACTOR'S EXPENSE.

CMP SHALL BE PAID AT THE

AND ANY DAMAGES TO THE

HAVE IN PLACE PROTECTION

THE CMP NEAR MH #3 SHALL

THERE SHALL BE MINIMUM DISTURBANCE OF EXISTING TREES.1.

NOTE:

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IMAGE #2

IMAGE #3

THE NEW SEWER LINE TO THE NORTH.

SEWER LINE FROM THE RESTROOM TO THE EAST AND

THE NEW MANHOLE SHALL TIE INTO THE EXISITING2.

MANHOLE #1 IN THESE IMAGES IS COVERED BY DIRT.

THE NOTEPAD IS THE LOCATION OF MANHOLE #1. 1.

NOTE:

SEWER LINE AND MANHOLE.

SLOPE UPON INSTALLATION OF NEW

SHALL BE GRADED TO A CONSISTENT

GRADE AROUND MANHOLE #1. THE SLOPE

EXCESS MATERIALS SHALL BE USED TO

DOWNHILL SIDE OF THE CMP.

RIP RAP SHALL BE PLACED ON BOTH THE UPHILL AND1.

NOTE:

12" CMP.

REMOVED AND REPLACED WITH A NEW

WITH UP WITH LEAVES. THIS CMP SHALL BE

THE CIRCLE IS. IN THIS IMAGE IS COVERED

THE 12" CMP IS LOCATED ROUGHLY WHERE

SHOWN. FOR MORE DETAILS, REFER TO THE PLAN SHEET.

2. THE RIPRAP SHALL BE PLACED UP TO THE STAIRCASE

GRADE.

MANHOLE #1 SHALL BE 8" (+/- 1") ABOVE THE FINAL1.

NOTE:

WITHOUT REPLACEMENT.

SIDE OF THE DRIVEWAY CAN BE REMOVED

THE TWO LOWER TIMBERS ON THE SOUTH

COLD PATCH.

ROADWAY REPAIR SHALL NOT BE

INSTALLATION OF NEW SEWER LINE. THE

ASHPHALT/ CONCRETE SECTION UPON

LINE AND SHALL REPLACED WITH A NEW

TO THE REMOVAL OF THE EXISING SEWER

THE ROADWAY SHALL BE REMOVED PRIOR

ABOVE FINAL GRADE.

SHALL BE ELEVATED AT LEAST 8" (+/- 1")

DUE TO THIS, THE COVER OF MANHOLE #1

IS REGULARLY COVERED BY SEDIMENT.

AS SEEN IN THESE IMAGES, MANHOLE #1

FOLLOWING THE MANHOLE DETAIL.

MANHOLE #1 SHALL BE REPLACED

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HDPE - DR11 (OPTION 1)

NEW SEWER LINE REPLACEMENT

(OPTION 1)

NEW BOX FOR CLEANOUT

REHAB (OPTION 1)

RESTROOM FACILITY

8. EMERGENCY CONTACT FOR INCIDENTAL CONTACT WITH WATER/SEWER LINES: MARK RILEY (270-625-2340).

7. POC FOR SHUTTING OFF THE WATER AT THE RESTROOM FACILITY IS DEANA GERDING (270-362-8122).

PAINTING THE RESTROOMS. PAINTING REQUIREMENTS ARE MENTIONED IN THE PAINTING SPECIFICATIONS.

6. THE SINKS, TOLIETS, URINAL, ON DEMAND WATER HEATERS ARE SPECIFIED IN THE CONTRACT. THE CONTRACTOR IS ALSO RESPONSIBLE FOR

HEATERS WHICH SHALL BE INSTALLED IN THE PIPE CHASE NEAR THE SINKS FOR THE RESPECTIVE RESTROOMS AND WIRED TO THE NEW PANEL.

5. THE CONTRACTOR SHALL SUPPLY A NEW 100 AMP ELECTRIC PANEL, ALL BREAKERS. THE CONTRACTOR SHALL ALSO PROVIDE NEW DEMAND WATER

WIRING, ETC.)

FURNISH ALL MATERIALS (I.E. COPPER PIPE, SCH40 PVC, SINKS, TOILETS, A URINAL, ACTUATORS, BALL VALVES, FITTING, WALL ANCHORS/HANGERS, MATERIALS SHALL BE PROPERLY DISPOSED OF BY THE CONTRACTOR FOLLOWING LOCAL AND STATE REGULATIONS. THE CONTRACTOR SHALL

4. THE TOILETS AND URINALS SHALL BE REMOVED INTACT BY THE CONTRACTOR TO BE PICKED UP AND RETAINED BY THE GOVERNMENT. ALL OTHER

LINES SHALL BE SCH40 PVC.

3. INSIDE OF THE RESTROOM FACILITY, ALL SEWER AND WATER LINES ABOVE GRADE WILL BE REPLACED. WATER LINES SHALL BE COPPER AND SEWER

2. INSTALLATION OF THIS LINE SHALL INCLUDE A METAL LOCKABLE BOX WITH A CLEANOUT LOCATED ROUGHLY 4' FROM THE MANHOLE.

NEAR THE SIDEWALK. THE SEWER LINE SHALL BE HDPE - DR11.

1. A NEW SEWER LINE SHALL BE PLACED FROM THE EXISITING MANHOLE TO THE RESTROOM. THIS NEW SEWER LINE SHALL TIE INTO THE EXISTING LINE

OPTION NOTES:

IMAGE #1

IMAGE #2 IMAGE #3

IMAGE #5IMAGE #4

THE COUNTERTOPS SHALL BE DEMOED BY THE CONTRACTOR. 4.

THE NEW SINKS SHALL BE INSTALLED BY THE CONTRACTOR.3.

THE SINKS WILL BE PICKED UP AND RETAINED BY THE GOVERNMENT.2.

SINKS SHALL BE REMOVED INTACT BY THE CONTRACTOR.1.

NOTE:

THE PRE-WORK MEETING.

CAN LIKELY BE WORKED OUT WITH THE COR AND CONTRACTOR DURING

THIS SHALL BE PAINTED FOLLOWING THE PAINTING SPECIFICATION. THIS5.

TO COVER THE GAP BETWEEN THE TILE BASE AND MASONRY WALL.

THE CONTRACTOR SHALL INSTALL A BOARD AND/OR PLYWOOD AND TRIM4.

THE SUPPORTING LUMBER SHALL BE REMOVED DOWN TO THE TILE BASE.3.

REGULATIONS AT THE CONTRACTORS EXPENSE.

PROPERLY DISPOSED OF FOLLOWING ALL CITY, STATE, AND NATIONAL

EXISTING PIPE SHALL BE RETAINED BY THE CONTRACTOR AND BE2.

ALL NEW PIPING SHALL BE INSTALLED BY THE CONTRACTOR.1.

NOTE:

ALL NEW PIPING SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR.3.

THE URINAL WILL BE PICKED UP AND RETAINED BY THE GOVERNMENT. 2.

THE URINAL SHALL BE REMOVED INTACT BY THE CONTRACTOR.1.

NOTE:

ALL NEW PIPING SHALL BE PROVIDED AND INSTALLED BY THE CONTRACTOR.3.

THE TOILETS WILL BE PICKED UP AND RETAINED BY THE GOVERNMENT.2.

THE TOILETS SHALL BE REMOVED INTACT BY THE CONTRACTOR.1.

NOTE:

ANY DAMAGES OR UNSATISFACTORY DURING PAINTING SHALL BE AT THE CONTRACTORS EXPENSE.7.

THE RESTROOMS SHALL BE REPAINTED AS DESCRIBED IN THE PAINTING SPECIFICATION.6.

THE BOX SHALL BE MADE OF METAL AND SHALL BE LOCKABLE.5.

THE NEW SEWER LINE SHALL HAVE A BOX LOCATED ~4' FROM THE MANHOLE WITH A CLEANOUT INSIDE.4.

ALL LINES SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO EXCAVATION.3.

THE LOCATION OF THIS SEWER LINE IS AN APPROXIMATION.2.

SEWER LINE (DASHED LINE) SHALL BE REPLACED WITH SCH40 PVC.1.

NOTE:

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IMAGE #1 IMAGE #3IMAGE #2 IMAGE #4

IMAGE #5

RESTROOMS AND WIRED TO THE NEW PANEL.

PIPE CHASE NEAR THE SINKS FOR THE RESPECTIVE

THE WATER HEATERS SHALL BE INSTALLED IN THE1.

NOTE:

ALL BREAKERS.

NEW 100 AMP ELECTRIC PANEL AND

THE CONTRACTOR SHALL SUPPLY A

AUGER HEAD.

LINES SHALL BE CLEANED WITH A CUTTING

TO INSTALLATION OF NEW PIPING THE EXISTING

LINE ABOVE GRADE SHALL BE REPLACED. PRIOR

BUILDING SHALL REMAIN INTACT. ALL OF THE

FACILITY. ALL PIPING BELOW GRADE OF THE

IMAGES SHOW THE INSIDE OF THE RESTROOM

"BALL VALVE TYPE".

TO ALLOW WINTERIZATION. ALL VALVES SHALL BE

VALVE AND DRAIN LINES AND VALVES (MINIMUM OF 3)

THE CONTRACTOR SHALL INSTALL A NEW SHUTOFF

WITH PVC AS THE CURRENT CLEANOUT.

BE REPLACED IN THE SAME LOCATION

THE EXISTING CLEANOUT CHASE SHALL

SHALL BE AT THE CONTRACTOR'S EXPENSE.

ANY DAMAGE TO THE EXISTING VENT PIPE OR ROOF

4. NEW SCH40 PVC SHALL TIE INTO EXISTING VENT PIPE.

ALONG WITH TOILET DRAINS.

CAST IRON PIPE BELOW GRADE WILL REMAIN IN PLACE3.

WITH LOCAL AND STATE REGULATIONS.

PROPER DISPOSAL OF ALL MATERIALS IN ACCORDANCE

CONTRACTOR IS RESPONSIBLE FOR THE REMOVAL AND

FITTING, WALL ANCHORS/HANGERS, WIRING, ETC.). THE

COPPER PIPE, SCH40 PVC, ACTUATORS, BALL VALVES,

THE CONTRACTOR SHALL FURNISH ALL MATERIALS (I.E.2.

WATER LINES SHALL BE COPPER PIPE.

ALL NEW SEWER PIPE SHALL BE SCH40 PVC. ALL NEW1.

NOTE:

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AT THE CONTRACTOR'S EXPENSE.

PROTECTION AND ANY DAMAGE TO THE ROADWAY SHALL BE

FROM THE ROADWAY. THE ROADWAY SHALL HAVE IN PLACE

THE NEW SEWER LINE SHALL BE PLACED AT MINIMUM 40" 3.

SHOULD BE FIELD VERIFIED BEFORE DIGGING.

LINE. LINE SHOWN IS AN APPROXIMATION. EXACT LOCATION

SEWER LINE TO BE REPLACED IS INDICATED BY THE DASHED2.

TOWARDS MANHOLE #3.

THIS IMAGE SHOWS MANHOLE #2 LOOKING DOWN THE HILL 1.

NOTE:

WHERE RIP RAP CURRENTLY EXISTS.

ROADWAY. THE RIP RAP SHALL BE CLASS II AND SHALL BE PLACED

THE RIP RAP SHALL BE REPLACED ON THE SOUTH SIDE OF THE4.

EXPENSE.

DAMAGES TO THE ROADWAY SHALL BE AT THE CONTACTOR'S

THE SEWER LINE SHALL HAVE IN PLACE PROTECTION AND ANY

LINE CROSSES SHALL BE REPAVED. THE ROADWAY PARALLEL TO

FOR THE ROADWAY CROSSING. THE ROADWAY WHERE THE SEWER

THE CONTRACTOR SHALL PROVIDE A DUCTILE IRON PIPE CASING3.

VERIFIED BEFORE DIGGING.

LINE IS AN APPROXIMATION. EXACT LOCATION SHOULD BE FIELD

THE SEWER LINE TO BE REPLACED AS INDICATED BY THE DASHED2.

MANHOLE #1.

THIS IMAGE SHOWS MANHOLE #2 LOOKING UPHILL TOWARDS1.

NOTE:

BE AT THE SAME GRADE AS THE FINAL SOIL GRADE.

2. MANHOLE #2 SHALL BE REPLACED AND THE COVER SHALL

THIS IMAGE SHOWS MANHOLE #2. 1.

NOTE:

CROSSING.

2. ENCASEMENT PIPE SHALL BE PLACED AT THIS ROADWAY

AT THE TOP OF THE HILL.

SHALL BE CROSSED BETWEEN MANHOLE #2 AND MANHOLE #1

THIS IMAGE SHOWS MANHOLE #2 AND THE ROADWAY THAT 1.

NOTE:

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QTY DESCRIPTION

FLUSH

GAL PER

MODEL

MANUFACTURER /

(IN)

C.W.

(IN)

H.W.

(IN)

WASTE

(IN)

VENT

MODEL

MANUFACTURER /

FLUSH VALVE, ADA

ELONGATED WATER CLOSET,

WALL MOUNTED, REAR SPUD

NOTES

FLUSH VAVLE OR FAUCETFIXTURE

PLUMBING FIXTURE SCHEDULE

1.6 3445L.101

AMERICAN STANDARD

(CODE NO. 3918984)

9611-1.6

SLOAN

FLUSH VALVE, ADA

UNIVERAL URINAL

WALL MOUNTED, REAR SPUD

3/4"

6515-001

AMERICAN STANDARD 0.5

TAG

P-1

P-2

MIN. / FLUSH

GAL PER

(CODE NO. 3918984)

995-0.5-2-10-3/4-LDIM

SLOAN

3/8"

0356.421

AMERICAN STANDARDP-3 4

METERING FAUCET, ADA

LAVATORY

SINGLE HOLE, WALL HANGER

1340.105

AMERICAN STANDARD

1.0 GPM

0.5 / FLUSH

1.6 / FLUSH

QTY DESCRIPTIONTAG

2WH

ELECTRICAL

WATER HEATER

TANKLESS ELECTRIC

240V /60Hz /1Ph

4.8 kW

(DEG. F)

TEMP. RISE

WATER HEATER

@ 1.0 GPM

33 DEG F.

1,2,3,4

1,2,3,4

1,2,3

NOTES

2 WATER HAMMER ARRESTORS 5

SIZE B

SIOUX CHIEF

1,2,3

HAMMER ARRESTORS SHALL BE AS RECOMMENDED BY THE MANUFACTURER. WATER HAMMER ARRESTORS SHALL BE SIOUX CHIEF, SIZE B OR GOVERMENT APPROVED EQUAL.

5. CONTRACTOR SHALL PROVIDE AND INSTALL TWO (2) WATER HAMMER ARRESSTORS, (1 IN WOMEN'S RESTROOM AND 1 ON MEN'S RESTROOM). LOCATION OF THE WATER

LOADED BUTTON. ACTUATORS SHALL BE SLOAN, MODEL HY-33-A OR GOVERNMENT APPROVED EQUAL.

4. FIXTURE WALL PUSH BUTTON ACTUATORS SHALL BE PROVIDED FOR ALL FLUSHMETERS. ACTUATORS SHALL BE ADA COMPLIANT NON-HOLD-OPEN TYPE WITH SPRING

3. SUBMIT THE DEMOLITION PLAN WITH THE PLUMBING FIXTURES FOR SALVAGE PRIOR TO DEMOLITION.

HOLES / DRAINS FOR INSTALLATION. COORDINATE THE INSTALLATION WITH THE COR.

2. ALL FLUSHMETERS SHALL BE INSTALLED IN THE PIPE CHASE. CONTRACTOR SHALL VERIFY THAT NEW PLUMBING FIXTURES ARE COMPATIBLE WITH THE EXISTING

THE THESE ITEMS. SUBMIT ALL PRODUCT DATA FOR APPROVAL PRIOR TO PURCHASING THE PLUMBING EQUIPMENT / FIXTURES.

1. CONTRACTOR SHALL VERIFY THE COMPATIBILITY OF PLUMBING FIXTURES, FLUSH VALVES, ACTUATORS, TANKLESS WATER HEATERS, ETC. PRIOR TO PURCHASING

3. TANKLESS WATER HEATER SHALL BE INSTALLED IN THE PIPE CHASE. COORDINATE INSTALLATION WITH THE COR.

2. EACH TANKLESS WATER HEATER SHALL SUPPLY HOT WATER TO TWO (2) LAVATORIES USING MANUFACTURER'S SUPPLIED AERATORS.

1. TANKLESS WATER HEATER SHALL BE EEMAX, MODEL SPEX48P ML OR GOVERNMENT APPROVED EQUAL.

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