Waitsboro Waterline Replacement RTA Plans Amendment 0001.pdf

BROCK.NATHANIEL.ALTON LEE.1606159028 Digitally signed by BROCK.NATHANIEL.ALTON LEE.1606159028

Date: 2022.07.20 11:56:55 -05'00'

TRAICOFF.JOANNE.E.1230638256 2022.07.20 14:24:15 -05'00'

MILLS.FRANK.CROUTHERS.1241224640 Digitally signed by MILLS.FRANK.CROUTHERS.1241224640

Date: 2022.07.20 21:16:57 -05'00'

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PROJECT LOCATION

PROJECT AREA

LOCATION & VICINITY MAP

PULASKI COUNTY

INDEX

GENERAL

CIVIL

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GENERAL NOTES

LOCATION & VICINITY MAP / INDEX

TITLE

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CERTIFIED FINAL DOCUMENTS - RTA

J U

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W P -2

-B -0

W P -X

X -X -X

X X

REFERENCE DRAWING RAW WATER INTAKE

REFERENCE DRAWING RAW WATER INTAKE

REFERENCE DRAWING RAW WATER INTAKE

REFERENCE DRAWING RAW WATER INTAKE

DETAILS

CITY TAPPING LOCATION

SITUATIONAL AWARENESS- EX. WATERLINE SURVEY LOCATION

WATERLINE INSTALLATION CONTINUATION OF BASE

WATERLINE INSTALLATION BEGINNING OF BASE

TITLE

RED. SHEET 8

REF. SHEET 5

REF. SHEET 2

REF. SHEET 29

C-501

C-104

C-103

C-102

C-101

SHEET NO.

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0 100' 200'

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G-101

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TRAP BUILDING

EXISTING SHOCK

CITY INTAKE

BACKUP CITY INTAKE

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WAITSBORO DR

GOVT PROPERTY

RESTROOM BLDG

WAITSBORO CAMP

SWING GATE

CAMPGROUND

START OF BASE

DAY USE AREA

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CERTIFIED FINAL DOCUMENTS - RTA

END OF BASE

SOMERSET TAPPING

START OF CITY OF

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W P -2

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W P -X

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X X

10. ABANDON IN PLACE EXISTING WATERLINE, IF NOT IN SERVICE.

INCHES BELOW TOP OF PAVEMENT.

WATERLINE SHALL BE PLACED NO SHALLOWER THAN 12", AND NO DEEPER THAN 18

9. THIS WATERLINE WILL BE DRAINED DURING CAMPGROUND OFF SEASON (WINTER).

REPAIR EXISTING PAVEMENT TO PRE CONSTRUCTION CONDITION.

DRILLING. IF TRENCHING METHOD IS ELECTED FOR INSTALLATION CONTRACTOR SHALL

8. CONTRACTOR CAN INSTALL WATERLINE BY TRENCHING OR HORIZONTAL DIRECTIONAL

APPROXIMATE LOCATION.

PAVEMENT RATHER THAN CENTER OF ROAD. PROPOSED LINE SHOWN IN THE PLANS IS AN

ELECTS TO INSTALL PIPE WITHIN THE PAVEMENT ENSURE ITS CLOSER TO EDGE OF

7. CONTRACTOR HAS FLEXIBILITY ON FINAL PLACEMENT OF WATERLINE. IF CONTRACTOR

WITHOUT SUCCESSFUL BACTERIA TEST RESULTS.

FLUSHING PIPES AND PROVIDE RESULTS TO OWNER. PIPE WILL NOT BE ACCEPTED

CONTRACTOR SHALL CONDUCT BACTERIA TEST AFTER

AND FOREIGN MATERIAL AT ALL TIMES. DISINFECT THE WATERLINE PER SPECIFICATIONS.

6. THE INTERIOR OF ALL PIPE, FITTINGS, AND VALVES SHALL BE KEPT FREE OF ALL DIRT

ALIGNMENT WITH THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION.

THAT RUN UNDER WAITSBORO RD. COORDINATE DISCREPANCIES AND FINAL PIPE

GIVEN FOR THE LOCATIONS AND DEPTHS OF THE EXISTING RAW WATER INTAKE LINES

SITE FEATURES PRIOR TO BEGINNING CONSTRUCTION. SPECIAL ATTENTION SHOULD BE

FIELD VERIFY ALL PROPOSED ALIGNMENTS WITH RESPECT TO EXISTING UTILITIES AND

OF SOMERSET WATER DEPARTMENT FOR UTILITY LOCATES. THE CONTRACTOR SHALL

5. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL CALL KY 811, LG&E AND KU, AND CITY

BE ALLOWED.

EQUIPMENT MUST BE STORED ON PAVEMENT ONLY. ACCESS TO BEACH AREA WILL NOT

4. CONTRACTOR IS PERMITTED TO USE DAY USE PARKING AREA AS LAY DOWN AREA.

CONDUCTED BY USACE - NASHVILLE DISTRICT.

TOPOGRAPHY, BOUNDARY AND EXISTING UTILITY STRUCTURES IS FROM A 2022 SURVEY

PLANE, US SURVEY FOOT, NAD 83. VERTICAL DATUM IS NAVD 88. SOURCE OF

3. HORIZONTAL COORDINATES SHOWN ARE BASED ON KENTUCKY SINGLE ZONE STATE

SERVICES THE CAMPGROUND.

OF BASE, CONTRACTOR SHALL LOCATE AND MARK THE EXISTING 2" WATER LINE THAT

HISTORICAL KNOWLEDGE OF SITE BY LAKE CUMBERLAND OFFICE PERSONNEL. AS PART

APPROXIMATE AND BASED

NOT SHOWN ON THE CONTRACT DRAWINGS. LOCATION OF PROPOSED WATER LINE IS

REFER TO TRENCHING DETAILS AND SPECIFICATIONS. THE EXISTING 2" WATER LINE IS

2. NEW WATER LINE SHALL BE WITHIN THE ROADWAY LIMITS. FOR DEPTH REQUIREMENTS

PIPE INSTALLATION, GATE VALVES, AND OTHER PERTINENT FEATURES.

TAPPING INCLUDES NEW WATER METER, PLASTIC

THIS PORTION WILL BE COMPLETED PRIOR TO CONTRACTOR MOBILIZING TO SITE. CITY

THE CITY OF SOMERSET WILL COMPLETE THE "CITY TAPPING" PORTION OF THE PROJECT.

INSTALLATION, GATE VALVES, CONNECTIONS AND PAVEMENT REPAIR.

1. BASE CONTRACT INCLUDES APPROXIMATELY 955 FEET OF PVC SCHEDULE 80

NOTES:

20. SEE C-501 FOR PATCHING REQUIREMENTS

WATERLINE OUTSIDE OF THE CONTRACTORS BASE CONTRACT.

19. THE CITY OF SOMERSET WILL TAP INTO THE MAIN WATERLINE AND TIE INTO THE EXISTING

USE CONCRETE PATCH REPAIR SEE SHEET C-501.

18. CONTRACTOR SHALL BACK FILL THE TRENCHING WITH KYTC NO. 10 CONTRACTOR SHALL

UNDERGROUND UTILITIES.

SECTION 01 11 00, PARAGRAPH 1.4 FOR CONTRACT REQUIREMENTS ON LOCATION OF

THE TOP OF THE HILL. REFER TO SPECIFICATION

LENGTH OF THE EXISTING WATERLINE STARTING FROM END OF BASE TO THE NEW METER AT

17. CONTRACTOR SHALL LOCATE AND MARK (VIA FLAGGING AND/OR PAINT) THE ENTIRE

RECREATION VEHICLES.

CONSIDERATION SHOULD BE GIVEN TO FACILITATE VEHICLES WITH TRAILERS OR OTHER

THROUGHOUT THE DURATION OF THE PROJECT.

OFFICER FOR APPROVAL. CONTRACTOR SHALL MAINTAIN THE APPROVED PLAN

16. THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL PLAN TO THE CONTRACTING

LEAVE PROJECT SITE.

CUMBERLAND OFFICE REQUESTS THAT CONTRACTOR CALL WHENEVER THEY ENTER OR

MONDAY-FRIDAY 0800-1700. LAKE

LAKE CUMBERLAND OFFICE AT (606) 679-6337. OFFICE HOURS OF OPERATION ARE

SAMANTHA GODSEY OF THE LAKE CUMBERLAND OFFICE. CONTRACTOR CAN REACH THE

15. POCs FOR ACCESS TO GATED CAMPGROUND AREA ARE PALMER "SCOTT" MULLINS AND

ACCORDANCE WITH STATE AND LOCAL REGULATIONS.

SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE DISPOSED OF IN

PAVEMENT OR EXISTING WATERLINE REMOVED DURING CONSTRUCTION

14. CONTRACTOR IS PERMITTED TO ABANDON EXISTING WATER LINE IN PLACE. ANY

CONSTRUCTION PERIOD.

WHERE IT IS EVIDENT THAT EROSION OR SEDIMENT CONTROL IS NECESSARY DURING

13. AT A MINIMUM, EROSION CONTROL BEST MANAGEMENT PRACTICES ARE REQUIRED

CONSTRUCTION.

REQUIRED TO CLEAN AND REPAIR ROADWAYS USED OR DAMAGED DURING THE

12. PRIOR TO FINAL APPROVAL AND ACCEPTANCE OF THE WORK THE CONTRACTOR WILL BE

COST TO THE GOVERNMENT.

WALL SHALL REMAIN UNDISTURBED. ANY DAMAGE SHALL BE REPAIRED AT NO ADDITIONAL

BRICK REVETMENT VISUALLY. ALL OTHER PORTIONS OF THE DITCH, REVETMENT AND GABION

EXISTING DITCH WITH THE UPPER SLOPE TEXTURED TO GENERALLY MATCH THE EXISTING

PORTION OF THE DITCH WITH 2500-3000 PSI CONCRETE TO MATCH THE GEOMETRY OF THE

THAN NECESSARY (WIDTH NOT TO EXCEED 48 IN.) ONCE PIPE HAS BEEN PLACED, PATCH

CAREFULLY REMOVE THE DITCH LINING SO AS NOT TO DISTURB ANY MORE DITCH LINING

ALONG NORTH SIDE OF THE ROAD, THE CONTRACTOR SHALL SAW CUT THE CONCRETE AND

11. FOR THE LOCATION WHERE THE WATERLINE CROSSES THE EXISTING CONCRETE DITCH

-1

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1. DATA SHOWN IS FROM A FIELD SURVEY PERFORMED IN

FEBRUARY 2022 BY U.S.A.C.E.. CONTRACTOR IS

RESPONSIBLE FOR VERIFYING CONTROL PRIOR TO

CONSTRUCTION AND REPORTING ANY DISCREPANCIES.

2. ALL COORDINATES SHOWN ARE REFERENCED TO THE

KENTUCKY STATE PLANE COORDINATE SYSTEM SINGLE

ZONE (KY1), NORTH AMERICAN VERTICAL DATUM OF 1988

(NAVD88) U.S. SURVEY FEET.

3. ALL ELEVATIONS SHOWN ARE REFERENCED TO THE NORTH

AMERICAN VERTICAL DATUM OF 1988 (NAVD88) U.S. SURVEY

FEET.

GENERAL NOTES

HORIZONTAL & VERTICAL CONTROL POINTS (U.S. SURVEY FEET)

POINT

NORTHING (Y) (GRID) EASTING (X) (GRID) (NAVD88) DESCRIPTION

ELEV.KENTUCKY STATE PLANE 1600 (KY1Z)

CP-1 3531286.107 5248380.270 887.06' REBAR WITH CAP

CP-3

CP-6

3533854.551

3531142.420

5252915.958

5246516.784

N O

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830.74

734.06

KYTH RM2 CONCRETE MONUMENT

REBAR WITH CAP

REBAR WITH CAP

3551359.998 5251149.522 964.03

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SHEET ID

& DRAINAGE DITCH

PROTECT GABION WALL

EDGE OF PAVEMENT

EDGE OF PAVEMENT

ENTRANCE GATE

40'10'0 20'

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EXISTING GATE VALVE.

NEW WATER LINE INTO

CONTRACTOR SHALL TIE

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INSTALLATION AND REQUIREMENTS

1. SEE NOTES ON G-101 FOR WATERLINE

NOTES:

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CERTIFIED FINAL DOCUMENTS - RTA

B E

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TO TIE INTO

EXISTING WATER METER

W P -2

-B -0

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X -X -X

X X

PVC WATERLINE

PROPOSED 2"

EROSON CONTROL

CONCRETE DITCH &

AND BATHROOM BUILDING

CONCRETE DITCH

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REFER TO NOTE 8 ON SHEET G-001

PROPOSED 2" PVC PIPE

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CERTIFIED FINAL DOCUMENTS - RTA

B E

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OVERHEAD ELECTRIC

EDGE OF PAVEMENT

EDGE OF PAVEMENT

W P -2

-B -0

W P -X

X -X -X

X X

SEE NOTE 3.

SEE NOTE 4.

END OF BASE.

NEW GATE VALVE

WATERLINE USING A NEW GATE VALVE.

4. THE CONTRACTOR SHALL TIE THE BASE CONTRACT INTO THE EXISTING

CONTRACTOR SHALL LOCATE THE EXISTING WATERLINE

DETERMINED BUT BELIEVED TO BE APPROXIMATE TO WHATS SHOWN. THE

3. THE EXACT LOCATION OF THE EXISTING WATERLINE COULD NOT BE

TRENCHING DETAILS

PATCH WITH CONCRETE. SEE SHEET C-501 FOR GATE VALVES AND

2. CONTRACTOR SHALL USE KYTC NO. 10 TO BACKFILL TRENCH AND

REQUIREMENTS

1. SEE NOTES ON G-101 FOR WATERLINE INSTALLATION AND

NOTES:

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TIE INTO EXISTING FIRE HYDRANT

EXISTING FIRE HYDRANT

A

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EDGE OF PAVEMENT

EDGE OF PAVEMENT

EXISTING RAW WATER LINES

GRAVEL LOT

BUILDING

SHOCK TRAP

RAW WATER INTAKE

CITY OF SOMERSET

RAW WATER INTAKE

CITY OF SOMERSET

GOVT PROPERTY LINE

OVERHEAD ELECTRIC

N

40'10'0 20'

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CERTIFIED FINAL DOCUMENTS - RTA

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AT THE GATE VALVE INSTALLED BY THE CITY. SEE ON SHEET C-103.

3. THE CONTRACTOR SHALL LOCATE THE EXISTING WATERLINE AND END THE LOCATION

LOCATION MARKINGS.

LOCATION WILL BE CONDUCTED SO THE GOVERNMENT CAN RECORD WATERLINE

WATERLINE. CONTRACTOR SHALL NOTIFY THE COR WITH SUFFICIENT NOTICE WHEN

2. THIS IS THE GENERAL AREA WHERE THE CONTRACTOR SHALL LOCATE THE EXISTING

1. SEE NOTES ON G-101 FOR WATERLINE INSTALLATION AND REQUIREMENTS

NOTES:

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GOV PROPERTY LINE

EDGE OF PAVEMENT

EDGE OF PAVEMENT

WATER DEPT

CITY MAIN. TASKED TO CITY

OF 2 INCH WATERLINE INTO

APPROX TIE IN LOCATION

WAITSBORO DR

W A

IT

S B

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OVERHEAD ELECTRIC

N

40'10'0 20'

LINES

WATER INTAKE

EXISTING RAW

P E

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CERTIFIED FINAL DOCUMENTS - RTA

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INFO.

SEE NOTE 4 FOR MORE

CITY TIE IN LOCATION

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4. THIS IS WHERE WE WILL CONCLUDE THE WATERLINE SURVEY.

18 INCHES BELOW TOP OF PAVEMENT.

PLACED NO LESS THAN 12 INCHES AND NO DEEPER THAN

CAMPGROUND OFFSEASON (WINTER). WATERLINE SHALL BE

3. THE CAMPGROUND WATERLINE WILL BE DRAINED DURING

COMPLETED PRIOR TO CONTRACTOR MOBILIZING TO PROJECT SITE.

WATER DEPT. THIS PORTION OF THE PROJECT WILL BE

THE SUBDIVISION ENTRANCE IS TO BE INSTALLED BY THE CITY

2. FROM THE WATER METER TO THE EXISTING WATER MAIN NEAR

IS TO BE CONDUCTED BY THE CITY OF SOMERSET.

1. THIS SHEET IS FOR REFERENCE ONLY. THE WORK ON THIS SHEET

NOTES:

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D

TYPICAL CONCRETE THRUST BLOCKING DETAIL

PLAN VIEW

ISOMETRIC VIEW

BLOCK

CONCRETE THRUST

TYPICAL GATE VALVE & VALVE BOX

WATER

H1

2" 18" 10" 12" 18"

VH2SIZE

PIPE

TEES & PLUGS

TABLE OF DIMENSIONS

D C.F.

1.9

18" 2.2512"12"24"3,4"

6" 24"

8" 36"

16"

18"

18"

18" 18"

18" 3.5

5.05

7.1524"18"24"48"10"

90° BENDS

SIZE

PIPE

2"

H1 H2 V D C.F.

1.918"12"10"18"

3,4" 24" 12" 12" 18" 2.25

4.0518"18"16"30"6"

8" 39" 18" 24" 18" 7.3

10.2518"24"32"54"10"

45° BENDS

V D C.F.H2H1

SIZE

PIPE

2" 18" 6" 12" 18" 1.5

1.618"12"8"18"3,4"

6" 24" 10" 16" 18" 3.2

3.9518"18"11"30"8"

10" 36" 18" 21" 18" 4.6

22-1/2°&11-1/4° BENDS

SIZE

PIPE

H1 H2 V D C.F.

1.518"12"6"18"

3,4" 18" 8" 12" 18" 1.6

3.218"16"10"24"6"

8" 24" 11" 18" 18" 3.4

4.618"21"18"24"10"

2"

TAPPING SLEEVES,

HS20 LOADING.

7. VALVE BOXES SHALL HAVE A MINIMUM WALL THICKNESS TO SUPPORT

6. PROVIDE OPERATING WRENCH FOR ALL VALVES.

OTHERWISE NOTED.

5. ALL REINFORCING STEEL SHALL BE ASTM A615, GRADE 60 UNLESS

CONCRETE SHALL HAVE A BROOM FINISH.

AT 28 DAYS AND AN AIR CONTENT OF 5 TO 8 PERCENT BY VOLUME. EXPOSED

CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI

SHRINKAGE REQUIREMENTS OF ACI 318 AS A MINIMUM. ALL REQUIRED

4. ALL CONCRETE SHALL BE REINFORCED TO MEET TEMPERATURE AND

SHOP DRAWINGS SHALL BE SUBMITTED FOR APPROVAL PRIOR TO CONSTRUCTION.

BUILDING CODES FOR THE DESIGNATED PIPE SIZE, FLOW, AND PRESSURE.

FITTINGS/RESTRAINTS. THRUST BLOCKS SHALL BE SIZED TO MEET LOCAL

PROVIDED WITH THRUST BLOCKS AND ASTM A536 MECHANICAL JOINT

3. PROVIDE CONCRETE BLOCKS FOR ALL VALVES. PIPE FITTINGS SHALL BE

2. LABEL "WATER" FOR ALL VALVE BOX COVERS.

CONTRACTOR FOR APPROVAL.

EQUIPMENT SHALL BE PROVIDED ON THE SHOP DRAWINGS BY THE

ALLOW FOR FUTURE ACCESS. INSTALLATION DETAILS OF VALVES AND OTHER

1. VALVE BOX OR CONCRETE VAULT SHALL BE INSTALLED FOR ALL VALVES TO

GATE VALVE NOTES:

CRUSHED STONE OR DGA

5 INCHES MINIMUM OF

EXISTING ASPHALT

12 IN.

12 IN.

PROPOSED REINFORCEMENT PLAN

REINFORCED CONCRETE; SUBMIT

6 IN. 4000 PSI FIBER OR STEEL

4" TOPSOIL

KYTC NO. 10

D

8"

VALVE BOX COVER

N.T.S.

8"

CL

CL

2" SQUARE OPERATING NUT

REINF. CONCRETE BLOCK

GATE VALVE

RESILIENT WEDGE

SEE TYP. TRENCH DETAILS

(NOT SHOWN)

CRUSHED STONE

FINISH GRADE

SEE TYP. TRENCH DETAILS

COMPACTED BACKFILL

MAIN

WATER

THIS DRAWING

SEE DETAIL

(GATE) VALVE BOX COVER

(GATE) VALVE BOX ASSEMBLY

FASTEN TO OPERATING NUT

STEM EXTENSION AS NEEDED,

KYTC NO. 10

TRAFFIC OR PARKING AREA (CONCRETE)

NON -TRAFFIC AREA

SEE NOTE 11

BACKFILL

SEE NOTE 11

GRANULAR BACKFILL.

SAW- CUT

SAW-CUT

WARNING TAPE

TRACER WIRE

13. WHEN THE TRENCH BOTTOM IS ROCK THE WATERLINES SHALL BE BEDDED ON 6 INCHES OF CLEAN SAND OR NO. 10 CRUSHED AGGREGATE.

12. CONTRACTOR SHALL INSTALL A CONTINUOUS WARNING TAPE ABOVE THE WATERLINE AT A MINIMUM 12 INCHES ABOVE WATERLINE.

REQUIREMENTS OF BASE, SUB-BASE, AND BACK FILL MATERIAL.

11. IN NON-TRAFFIC AREAS, COMPACT BACK FILL TO SURROUNDING DENSITIES SO THAT SETTLEMENT DOES NOT OCCUR OVER NEW LINE. IN TRAFFIC AREAS, COMPACT CRUSHED STONE AND DGA TO 95% MAX DRY DENSITY. REFER TO SPECIFICATION FOR FURTHER INFORMATION ON COMPACTION

10. CONTRACTOR SHALL EMBED PIPE 18" MINIMUM OR 24" MAXIMUM. CONTRACTOR SHOULD ENSURE THAT EXISTING CITY RAW WATER INTAKE LINES ARE NOT DISRUPTED OR DISTURBED DURING CONSTRUCTION. REFER TO REFERENCE DRAWINGS FOR MORE INFORMATION REGARDING RAW WATER LINES.

9. USE 12" OF DENSE GRADE AGGREGATE PLACED IN TWO LIFTS AND COMPACTED TO A FIRM AND STABLE STATE FOR LOCATIONS WHERE TRENCHING CUTS THROUGH EXISTING AGGREGATE SURFACE COURSE.

8. REFER TO THE SPECIFICATIONS FOR WARNING AND IDENTIFICATION TAPE REQUIREMENTS.

7. CONCRETE WILL BE THE ONLY PATCHING ACCEPTABLE FOR PATCHING EXISTING ROADWAYS AND PARKING LOTS AFTER WATERLINE CONSTRUCTION.

6. IF HORIZONTAL DIRECTIONAL DRILLING IS PREFERRED OVER TRENCHING, CONTRACTOR MUST SUBMIT PROPOSED WORK PLAN.

5. UNLESS OTHERWISE INDICATED, DO NOT DISTURB EXISTING UTILITIES. ANY DAMAGE TO THE UTILITIES OR INTERRUPTIONS OF THE SERVICE CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AND THE SERVICE RESTORED PROMPTLY AT THE CONTRACTOR'S EXPENSE.

UTILITIES ON THE PROJECT.

4. LOCATIONS OF THE EXISTING ABOVEGROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE APPROXIMATELY ONLY, AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT SITE. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL

3. ANY DAMAGE TO FENCES, LIGHTS, ASPHALT, CAMPGROUND ACCESSORIES, OR OTHER STRUCTURES CAUSED BY THE CONTRACTOR'S OPERATIONS, SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

2. MILLED AND DEMOLISHED ASPHALT AND CONCRETE SHALL BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S EXPENSE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL DISPOSAL REGULATIONS, UNLESS OTHERWISE APPROVED BY THE COR.

1. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH ORANGE FLAGS AND BARRICADES IN ACCORDANCE WITH EM 385-1-1.

TRENCHING NOTES:

NO. 10 CRUSHED AGGREGATE.

13. WHEN THE TRENCH BOTTOM IS ROCK THE WATERLINES SHALL BE BEDDED ON 6 INCHES OF CLEAN SAND OR

INCHES ABOVE WATERLINE.

12. CONTRACTOR SHALL INSTALL A CONTINUOUS WARNING TAPE ABOVE THE WATERLINE AT A MINIMUM 12

AND BACK FILL MATERIAL.

REFER TO SPECIFICATION FOR FURTHER INFORMATION ON COMPACTION REQUIREMENTS OF BASE, SUB-BASE, OCCUR OVER NEW LINE. IN TRAFFIC AREAS, COMPACT CRUSHED STONE AND DGA TO 95% MAX DRY DENSITY.

11. IN NON-TRAFFIC AREAS, COMPACT BACK FILL TO SURROUNDING DENSITIES SO THAT SETTLEMENT DOES NOT

TO REFERENCE DRAWINGS FOR MORE INFORMATION REGARDING RAW WATER LINES.

EXISTING CITY RAW WATER INTAKE LINES ARE NOT DISRUPTED OR DISTURBED DURING CONSTRUCTION. REFER

10. CONTRACTOR SHALL EMBED PIPE 18" MINIMUM OR 24" MAXIMUM. CONTRACTOR SHOULD ENSURE THAT

FOR LOCATIONS WHERE TRENCHING CUTS THROUGH EXISTING AGGREGATE SURFACE COURSE.

9. USE 12" OF DENSE GRADE AGGREGATE PLACED IN TWO LIFTS AND COMPACTED TO A FIRM AND STABLE STATE

8. REFER TO THE SPECIFICATIONS FOR WARNING AND IDENTIFICATION TAPE REQUIREMENTS.

LOTS AFTER WATERLINE CONSTRUCTION.

7. CONCRETE WILL BE THE ONLY PATCHING ACCEPTABLE FOR PATCHING EXISTING ROADWAYS AND PARKING

PROPOSED WORK PLAN.

6. IF HORIZONTAL DIRECTIONAL DRILLING IS PREFERRED OVER TRENCHING, CONTRACTOR MUST SUBMIT

SERVICE RESTORED PROMPTLY AT THE CONTRACTOR'S EXPENSE.

INTERRUPTIONS OF THE SERVICE CAUSED BY THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED AND THE

5. UNLESS OTHERWISE INDICATED, DO NOT DISTURB EXISTING UTILITIES. ANY DAMAGE TO THE UTILITIES OR

SITE. THE CONTRACTOR SHALL DETERMINE THE LOCATION OF ALL UTILITIES ON THE PROJECT.

APPROXIMATELY ONLY, AND THOSE INDICATED ARE NOT NECESSARILY ALL WHICH MAY EXIST ON THE PROJECT

4. LOCATIONS OF THE EXISTING ABOVEGROUND AND UNDERGROUND UTILITIES INDICATED ON THE PLANS ARE

BY THE CONTRACTOR'S OPERATIONS, SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. ANY DAMAGE TO FENCES, LIGHTS, ASPHALT, CAMPGROUND ACCESSORIES, OR OTHER STRUCTURES CAUSED

APPROVED BY THE COR.

EXPENSE IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL DISPOSAL REGULATIONS, UNLESS OTHERWISE

2. MILLED AND DEMOLISHED ASPHALT AND CONCRETE SHALL BE DISPOSED OF OFF SITE AT THE CONTRACTOR'S

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

1. OPEN TRENCHES AND EXCAVATIONS AT THE CONSTRUCTION SITE SHALL BE PROMINENTLY MARKED WITH

TRENCHING NOTES:

F C

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