770'

780'

790'

800'

810'

820'

830'

840'

850'

860'

870'

880'

890'

900'

910'

920'

930'

770'

780'

790'

800'

810'

820'

830'

840'

850'

860'

870'

880'

890'

900'

910'

920'

930'

-0+50A 0+00A 1+00A 2+00A 3+00A 4+00A 5+00A 6+00A 7+00A 8+00A

PROPOSED 30" D.I.

WATERLINE

(SEE NOTE #7)

PROPOSED ± 15' OF 30" D.I.

WATERLINE AND

48" STEEL CASING

(BY OPEN CUT METHOD)

(STA. 0+25A TO STA. 0+40A)

CONNECT TO

EXISTING 30" TEE

(SEE DETAIL A)

(SHEET 33 OF 36)

PROPOSED ±320 ' OF 30" D.I.

WATERLINE AND 48" STEEL CASING

(BY BORE AND JACK METHOD)

(STA. 7+85A TO 11+05A)

PROPOSED MAG

METER VAULT

(STA. 3+73A)

(SEE DETAIL B)

(SHEET 33 OF 36)

PROPOSED 30"

HORIZONTAL GATE

VALVE, MJ W/

MEGALUGS

(STA. 6+15A)

(SEE NOTE #5)

PROPOSED

30" X 18" REDUCER,

MJ W/ MEGALUGS

(STA.3+62A)

(STA. 3+83A)

PROPOSED ±275' OF

TWO (2) -

3

4

" COPPER

SAMPLING LINES

(SEE NOTE #9)

Caperton Trail

FILTER

BU

ILDIN

G

INTE

RM

ED

IATE

PU

MP

STA

TION

MEMBRANE

BUILDING

SEDIMENTATION

BASINS

WA

STE

WA

SH

-WA

TER

HO

LDIN

G

BA

SIN

CHEMICAL

BUILDING

FLOCCULATION

BASING

RIVER WATER

AND HIGH

SERVICE PUMP

STATIONS

RIVER

INTAKE

MONONGAHELA

RIVER

CLEARWELL

CLEARWELL

CLEARWELL

C

a

p

e

rto

n

T

ra

il

DON KNOTTS BLVD. (RT. 119) (SOUTH)

EROSION AND SEDIMENT CONTROL

A. CONTRACTOR SHALL SUBMIT TO THE OWNER AN E&S CONTROL PLAN

FOR REVIEW AND APPROVAL PRIOR TO STARTING THE WORK.

B. CONTRACTOR SHALL CONDUCT HIS WORK IN COMPLETE COMPLIANCE

WITH ALL RULES, REGULATIONS, AND REQUIREMENTS OF THE WEST

VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

C. CONTRACTOR SHALL MAINTAIN A VEGETATIVE BUFFER ZONE BETWEEN

THE DISTURBED WORKING AREA AND ANY WATERCOURSE. IF A 100

FOOT BUFFER CANNOT BE MAINTAINED, SILT FENCE SHALL BE

INSTALLED.

D. DISTURBED AREAS SHALL BE STABILIZED AS QUICKLY AS POSSIBLE, BUT

NO LATER THAN SEVEN DAYS AFTER DISTURBED.

E. RIPRAP SHALL BE PLACED ON STREAM BANKS IMMEDIATELY AFTER ANY

STREAM CROSSING IS COMPLETED.

F. CONTRACTOR SHALL KEEP EXCAVATIONS FREE FROM WATER AT ALL

TIMES. SHOULD DEWATERING OF EXCAVATION BE REQUIRED, SEDIMENT

BAGS SHALL BE USED TO TRAP SEDIMENT.

830

8

4

0

SEE DETAIL A

(SHEET 33 OF 36)

COBUN

CREEK

PROPOSED

TEMPORARY TRAIL

RELOCATION #1

(SEE NOTE #3)

PROPOSED MAG

METER VAULT

(STA. 3+73A)

(SEE NOTE #6)

(SEE DETAIL B)

(SEE SHEET 33 OF 36)

PROPOSED ±320' OF 30" D.I.

WATERLINE AND 48"

STEEL CASING

(BY BORE AND JACK METHOD)

(STA. 7+85A TO 11+05A)

CITY OF MORGANTOWN

MORGANTOWN DISTRICT

TAX MAP 28 PAR. 134

(DB 1161 PG. 375)

DAVID HENDERSON TRUST

MORGANTOWN DISTRICT

TAX MAP 50 PAR. 1

(DB 1436 PG. 396)

PROPOSED ± 15' OF 30" D.I.

WATERLINE AND

48" STEEL CASING

(BY OPEN CUT METHOD)

(STA.0+25A TO STA. 0+40A)

PROPOSED

1 - 30" TEE, MJ W/ MEGALUGS

1 - 30" HORIZONTAL GATE

VALVE, MJ W/ MEGALUGS

2 - 30" FOSTER ADAPTERS, MJ

1 - 30" CAP, MJ

(SEE NOTE # 5)

(STA. 0+46A)

(O.P. = ±108 PSI)

0+

00A

1+00A

2+

00A

3+00A

4

+

0

0

A

5

+

0

0

A

6

+

0

0

A

7

+

0

0

A

8

+

0

0

A

9

+

0

0

A

1

0

+

0

0

A

PROPOSED 30"

D.I. WATERLINE

(SEE NOTE #7)

PROPOSED

TEMPORARY

JERSEY BARRIERS

(SEE NOTE #8)

PROPOSED 30"

HORIZONTAL GATE

VALVE, MJ W/

MEGALUGS

(STA. 6+15A)

(SEE NOTE #5)

PROPOSED

30" X 18" REDUCER,

MJ W/ MEGALUGS

(STA.3+62A)

(STA. 3+83A)

NOTES:

1. CONTRACTOR SHALL INSTALL THE WATERLINE IN A MANNER WHICH DOES NOT REQUIRE ANY

VERTICAL BENDS. ANY PIPE DEFLECTION SHALL BE WITHIN THE MANUFACTURER'S RECOMMENDED

LIMIT.

2. CONTRACTOR SHALL INSTALL THE WATERLINE WITH A MINIMUM COVER OF FIVE (5) FEET.

3. BEFORE CONSTRUCTION OF WATERLINE AT STA. 0+00A, CONTRACTOR SHALL TEMPORARILY

RELOCATE PORTION OF CAPERTON RAIL FOR TRAIL. TEMPORARY RAIL FOR TRAIL SHALL HAVE 6"

CRUSHED STONE BASE WITH 2" OF HOT LAID BITUMINOUS CONCRETE WEARING COURSE.

TEMPORARY TRAIL SHALL BE LOCATED AT SAME ELEVATION AND SAME WIDTH AS EXISTING TRAIL.

TEMPORARY TRAIL SHALL BE REMOVED AND SEEDING SHALL BE REPLACED. THIS WORK IS

INCIDENTAL TO THE WATERLINE BID ITEM.

4. CONTRACTOR SHALL NOT IMPEDE ANY FOOT OR VEHICLE TRAFFIC ON THE WALKING TRAIL.

5. CONTRACTOR SHALL COORDINATE WITH ENGINEER FINAL LOCATION OF PROPOSED VALVES.

6. CONTRACTOR SHALL COORDINATE WITH ENGINEER FINAL LOCATION OF MAG METER VAULT.

7. FROM STA. 0+00A TO STA. 21+48A, THIS SECTION OF WATERLINE SHALL BE REFEREED TO AS "LINE 1".

8. CONTRACTOR SHALL INSTALL TEMPORARY CONCRETE OR PLASTIC WATER-FILLED JERSEY BARRIERS

BETWEEN THE CONSTRUCTION AREA AND BOTH TEMPORARY AND PERMANENT TRAILS. THESE

BARRIERS SHALL REMAIN IN PLACE UNTIL BORE AND JACK UNDERNEATH RT. 119 AND ALL

RESTORATION FROM STA. 0+00A TO 7+85A IS COMPLETE. THIS WORK IS INCIDENTAL TO THE

WATERLINE BID.

9. CONTRACTOR SHALL INSTALL 2 - 3/4 " COPPER SAMPLING LINES IN SAME DITCH AS PROPOSED RAW

WATERLINE. SAMPLING LINES SHALL HAVE A MINIMUM OF 3' OF COVER. SAMPLING LINES SHALL BE

INSTALLED TO EXISTING SAMPLING LINES AND STOPPED. OWNER WILL MAKE FINAL CONNECTION TO

EXISTING SAMPLING LINES. CONTRACTOR SHALL INSTALL 2" X 4" BOARD AT END OF SAMPLING LINES

AND BOARD SHALL BE EXPOSED ABOVE GROUND. THIS WORK IS INCIDENTAL TO THE WATERLINE BID.

10. AFTER CONTRACTOR HAS INSTALLED THE 30" RAW WATERLINE AND RESTORED EXISTING GROUND

BACK TO PRIOR CONDITION FROM STA. 0+00A TO 0+20A, CONTRACTOR SHALL INSTALL TEMPORARY

TRAIL RELOCATION #2. TEMPORARY RAIL FOR TRAIL SHALL HAVE 6" CRUSHED STONE BASE WITH 2"

OF HOT LAID BITUMINOUS CONCRETE WEARING COURSE. TEMPORARY TRAIL SHALL BE LOCATED AT

SAME ELEVATION AND SAME WIDTH AS EXISTING TRAIL. TEMPORARY TRAIL SHALL BE REMOVED AND

SEEDING SHALL BE REPLACED. THIS WORK IS INCIDENTAL TO THE WATERLINE BID ITEM.

11. UPON COMPLETION OF BORE AND JACK UNDERNEATH DON KNOTTS BLVD (RT. 119), CONTRACTOR

SHALL REPAIR CAPERTON RAIL FOR TRAIL AND REMOVE TEMPORARY RAIL FOR TRAILS AND BRING

GROUND BACK TO EXISTING CONDITIONS. ALL WORK ASSOCIATED WITH REPAIR OF CAPERTON TRAIL

SHALL BE PAID UNDER BID ITEM SURFACE RESTORATION - RAIL FOR TRAIL. ANY WORK ASSOCIATED

WITH THE REMOVAL OF THE TEMPORARY TRAIL RELOCATIONS SHALL BE INCIDENTAL TO THE

WATERLINE BID ITEM.

PROPOSED ±275' OF

TWO (2) -

3

4

" COPPER

SAMPLING LINES

(SEE NOTE #9)

PROPOSED

1 - 30" TEE, MJ W/ MEGALUGS

1 - 30" HORIZONTAL GATE

VALVE, MJ W/ MEGALUGS

2 - 30" FOSTER ADAPTERS, MJ

1 - 30" CAP, MJ

(SEE NOTE #5)

(STA. 7+82A)

(O.P. = ±108 PSI)

PROPOSED

TEMPORARY TRAIL

RELOCATION #2

(SEE NOTE #10)

PROPOSED

TEMPORARY TRAIL

RELOCATION #2

(SEE NOTE #10)

SURFACE RESTORATION TABLE

N

SCALE: 1" = 50'

SCALE: 1" = 30'

STATIONING

FROM

LENGTH

SURFACE RESTORATION

TYPE

DETAIL

SECTION

TO

0+00A 0+25A 25'

0+40A 15'

1+03A 63'

1+07A 4' SIDEWALK SPEC 021

3+08A 201'

3+10A 2' STREET - STONE SPEC 003

3+21A 11'SPEC 001

3+32A 11'SPEC 003

5+39A 207'

7+85A 246'SPEC 003

11+05A 320' BORE AND JACK

SEEDING

1+03A

1+07A

3+08A

3+10A

3+21A

3+32A

5+39A

7+85A

SEEDING

SEEDING

STREET - ASPHALT

SEEDING

0+25A

0+40A

STREET - STONE

STREET - STONE

SPEC 001STREET - ASPHALT

770'

780'

790'

800'

810'

820'

830'

840'

850'

860'

870'

880'

890'

900'

910'

920'

930'

770'

780'

790'

800'

810'

820'

830'

840'

850'

860'

870'

880'

890'

900'

910'

920'

930'

8+00A 9+00A 10+00A 11+00A 12+00A 13+00A 14+00A 15+00A 16+00A

770'

780'

790'

800'

810'

820'

830'

840'

850'

860'

870'

880'

890'

900'

910'

920'

930'

770'

780'

790'

800'

810'

820'

830'

840'

850'

860'

870'

880'

890'

900'

910'

920'

930'

8+00A 9+00A 10+00A 11+00A 12+00A 13+00A 14+00A 15+00A 16+00A

NOTE:

5. STREAM CHANNEL CONSTRUCTION SHALL BE COMPLETED IN DRY CONDITIONS. CONTRACTOR SHALL INSTALL, MAINTAIN, AND OPERATE ALL COFFER DAMS, CHANNELS, FLUMES, SUMPS, AND ALL OTHER TEMPORARY DIVERSIONS

AND PROTECTIVE WORKS NEEDED TO DIVERT STREAM FLOW AND OTHER SURFACE WATER THROUGH OR AROUND THE PROJECT SITE.

A. DIVERSION OF SURFACE WATER SHALL BE CONTINUOUS DURING THE PERIOD THAT DAMAGE TO THE CONSTRUCTION WORK COULD OCCUR. UNLESS OTHERWISE SPECIFIED, DIVERTED SURFACE WATER SHALL BE DIVERTED TO

THE SAME DRAINAGE WAY THAT THE WATER WOULD HAVE REACHED BEFORE BEING DIVERTED.

B. CONTRACTOR IS RESPONSIBLE TO DETERMINE THE NUMBER AND SIZES OF PUMPS NECESSARY TO COMPLETE THE DEWATERING PROCESS.

PROPOSED ±320' OF 30" D.I.

WATERLINE AND 48" STEEL CASING

(BY BORE AND JACK METHOD)

(STA. 7+85A TO 11+05A)

PROPOSED 30"

D.I. WATERLINE

(SEE NOTE #3)

MONONGAHELA

RIVER

DO

N K

NO

TT

S B

LV

D. (R

T. 119) (S

OU

TH

)

DO

N K

NO

TT

S B

LV

D. (R

T. 119) (N

OR

TH

)

UN

IVE

RS

ITY

TO

YO

TA

C

O

B

U

N

C

R

E

E

K

Caperton T

rail

PROPOSED 24" D.I.

WATERLINE

(SEE SHEET 31 OF 36)

PROPOSED 30"

22.5° BEND, MJ W/

MEGALUGS

(STA. 11+22A)

(O.P. = ±108 PSI)

8

3

0

8

4

0

8

5

0

8

6

0

8

7

0

8

8

0

8

9

0

9

0

0

910

9

2

0

8

2

0

830

840

8

5

0

8

6

0

870

880

8

2

0

8

3

0

8

3

0

840

NOTES:

1. CONTRACTOR SHALL INSTALL THE WATERLINE IN A MANNER WHICH DOES

NOT REQUIRE ANY VERTICAL BENDS. ANY PIPE DEFLECTION SHALL BE

WITHIN THE MANUFACTURER'S RECOMMENDED LIMIT.

2. CONTRACTOR SHALL INSTALL THE WATERLINE WITH A MINIMUM COVER OF

FIVE (5) FEET.

3. FROM STA. 0+00A TO STA. 21+48A, THIS SECTION OF WATERLINE SHALL BE

REFEREED TO AS "LINE 1".

4. CONTRACTOR SHALL INSTALL TEMPORARY CONCRETE OR PLASTIC

WATER-FILLED JERSEY BARRIERS BETWEEN THE CONSTRUCTION AREA

AND BOTH TEMPORARY AND PERMANENT TRAILS. THESE BARRIERS SHALL

REMAIN IN PLACE UNTIL BORE AND JACK UNDERNEATH RT. 119 AND ALL

RESTORATION FROM STA. 0+00A TO 7+85A IS COMPLETE. THIS WORK IS

INCIDENTAL TO THE WATERLINE BID.

PROPOSED ±320' OF 30" D.I.

WATERLINE AND 48"

STEEL CASING

(BY BORE AND JACK METHOD)

(STA. 7+85A TO 11+05A)

EROSION AND SEDIMENT CONTROL

A. CONTRACTOR SHALL SUBMIT TO THE OWNER AN E&S CONTROL PLAN

FOR REVIEW AND APPROVAL PRIOR TO STARTING THE WORK.

B. CONTRACTOR SHALL CONDUCT HIS WORK IN COMPLETE COMPLIANCE

WITH ALL RULES, REGULATIONS, AND REQUIREMENTS OF THE WEST

VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

C. CONTRACTOR SHALL MAINTAIN A VEGETATIVE BUFFER ZONE BETWEEN THE

DISTURBED WORKING AREA AND ANY WATERCOURSE. IF A 100 FOOT

BUFFER CANNOT BE MAINTAINED, SILT FENCE SHALL BE INSTALLED.

D. DISTURBED AREAS SHALL BE STABILIZED AS QUICKLY AS POSSIBLE, BUT NO

LATER THAN SEVEN DAYS AFTER DISTURBED.

E. RIPRAP SHALL BE PLACED ON STREAM BANKS IMMEDIATELY AFTER ANY

STREAM CROSSING IS COMPLETED.

F. CONTRACTOR SHALL KEEP EXCAVATIONS FREE FROM WATER AT ALL

TIMES. SHOULD DEWATERING OF EXCAVATION BE REQUIRED, SEDIMENT

BAGS SHALL BE USED TO TRAP SEDIMENT.

CITY OF MORGANTOWN

MORGANTOWN DISTRICT

TAX MAP 28 PAR. 134

(DB 1161 PG. 375)

DAVID HENDERSON TRUST

MORGANTOWN DISTRICT

TAX MAP 50 PAR. 1

(DB 1436 PG. 396)

PROPOSED

STREAM

CROSSING #2

CLAYDON, LLC

MORGAN DISTRICT

TAX MAP 9 PAR. 3

(DB 1226 PG. 554)

CITY OF MORGANTOWN

MORGANTOWN DISTRICT

TAX MAP 48A PAR. 6

(DB 548 PG. 471)

PROPOSED

STREAM

CROSSING #1

PROPOSED

STREAM

CROSSING #3

PROPOSED 30"

22.5° BEND, MJ W/

MEGALUGS

(STA. 15+73A)

(O.P. = ±104 PSI)

5+

00A

6+

00A

7+

00A

8+

00A

9+

00A

10+

00A

11+

00A

1

2

+

0

0

A

1

3

+

0

0

A

1

4

+

0

0

A

1

5

+

0

0

A

16+00A

17+

00A

18+

00A

1

9

+

0

0

A

1+

00B

2+00B

PROPOSED

STREAM

CROSSING #4

PROPOSED 30"

D.I. WATERLINE

(SEE NOTE #3)

PROPOSED

TEMPORARY

JERSEY BARRIERS

(SEE NOTE #4)

N

SCALE: 1" = 50'

SCALE: 1" = 30'

SURFACE RESTORATION TABLE

STATIONING

FROM

LENGTH

SURFACE RESTORATION

TYPE

DETAIL

SECTION

TO

7+85A 11+05A 320'

11+57A

38'

BORE AND JACK

20+10A

14'SPEC 015

853' SEEDING

STREAM CROSSING11+43A

11+57A

11+05A11+43A

SEEDING

830'

840'

850'

860'

870'

880'

890'

900'

910'

920'

930'

940'

950'

960'

970'

980'

990'

830'

840'

850'

860'

870'

880'

890'

900'

910'

920'

930'

940'

950'

960'

970'

980'

990'

80+00A 81+00A 82+00A 83+00A 84+00A 85+00A 86+00A 87+00A 88+00A

NOTE:

7. STREAM CHANNEL CONSTRUCTION SHALL BE COMPLETED IN DRY CONDITIONS. CONTRACTOR SHALL INSTALL, MAINTAIN, AND OPERATE ALL COFFER DAMS, CHANNELS, FLUMES, SUMPS, AND ALL OTHER TEMPORARY DIVERSIONS

AND PROTECTIVE WORKS NEEDED TO DIVERT STREAM FLOW AND OTHER SURFACE WATER THROUGH OR AROUND THE PROJECT SITE.

A. DIVERSION OF SURFACE WATER SHALL BE CONTINUOUS DURING THE PERIOD THAT DAMAGE TO THE CONSTRUCTION WORK COULD OCCUR. UNLESS OTHERWISE SPECIFIED, DIVERTED SURFACE WATER SHALL BE

DIVERTED TO THE SAME DRAINAGE WAY THAT THE WATER WOULD HAVE REACHED BEFORE BEING DIVERTED.

B. CONTRACTOR IS RESPONSIBLE TO DETERMINE THE NUMBER AND SIZES OF PUMPS NECESSARY TO COMPLETE THE DEWATERING PROCESS.

PROPOSED 30"

D.I. WATERLINE

M

U

B

S

h

o

p

E

n

t

r

a

n

c

e

G

r

e

e

n

b

a

g

R

o

a

d

(

R

t

.

8

5

7

)

C

O

B

U

N

C

R

E

E

K

9

0

0

910

920

920

9

2

0

9

3

0

900

9

1

0

UNITED STATES OF AMERICA

MORGAN DISTRICT

TAX MAP 17 PAR. 5

(DB 616 PG. 576)

CITY OF MORGANTOWN

MORGANTOWN DISTRICT

TAX MAP 48A PAR. 4

(DB 678 PG.631)

WEST VIRGINIA

CROSSROADS, LLC

MORGAN DISTRICT

TAX MAP 10 PAR. 3.1

(DB 1477 PG. 531)

PROPOSED 30"

D.I. WATERLINE

PROPOSED

STREAM

CROSSING #5

PROPOSED 30"

45° BEND, MJ W/

MEGALUGS

(STA. 84+47A)

(O.P. = ±76 PSI)

EROSION AND SEDIMENT CONTROL

A. CONTRACTOR SHALL SUBMIT TO THE OWNER AN E&S CONTROL PLAN

FOR REVIEW AND APPROVAL PRIOR TO STARTING THE WORK.

B. CONTRACTOR SHALL CONDUCT HIS WORK IN COMPLETE COMPLIANCE

WITH ALL RULES, REGULATIONS, AND REQUIREMENTS OF THE WEST

VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

C. CONTRACTOR SHALL MAINTAIN A VEGETATIVE BUFFER ZONE BETWEEN THE

DISTURBED WORKING AREA AND ANY WATERCOURSE. IF A 100 FOOT

BUFFER CANNOT BE MAINTAINED, SILT FENCE SHALL BE INSTALLED.

D. DISTURBED AREAS SHALL BE STABILIZED AS QUICKLY AS POSSIBLE, BUT NO

LATER THAN SEVEN DAYS AFTER DISTURBED.

E. RIPRAP SHALL BE PLACED ON STREAM BANKS IMMEDIATELY AFTER ANY

STREAM CROSSING IS COMPLETED.

F. CONTRACTOR SHALL KEEP EXCAVATIONS FREE FROM WATER AT ALL

TIMES. SHOULD DEWATERING OF EXCAVATION BE REQUIRED, SEDIMENT

BAGS SHALL BE USED TO TRAP SEDIMENT.

PROPOSED

FUTURE

DEVELOPMENT

PROPOSED 30"

45° BEND, MJ

W/ MEGALUGS

(STA. 83+37A)

(O.P. = ±77 PSI)

PROPOSED

TEMPORARY

CULVERT

(SEE NOTE #4)

7

6

+

0

0

A

77+

00A

7

8

+

0

0

A

7

9

+

0

0

A

80+

00A

81+

00A

8

2

+

0

0

A

8

3

+

0

0

A

8

4

+

0

0

A

85+

00A

86+00A

87+00A

88+

00A

89+

00A

90+

00A

9

1

+

0

0

A

9

2

+

0

0

A

PROPOSED

ACCESS ROAD

(SEE NOTE #3)

PROPOSED 30"

11.25° BEND, MJ

W/ MEGALUGS

(STA. 81+04A)

(O.P. = ±69 PSI)

PROPOSED 40'

TEMPORARY

CONSTRUCTION

EASEMENT

(SEE NOTE #5)

PROPOSED

±2,525' OF CHAIN

LINK FENCE

(SEE NOTE #6)

NOTE

1. CONTRACTOR SHALL INSTALL THE WATERLINE IN A MANNER WHICH DOES NOT REQUIRE ANY

VERTICAL BENDS. ANY PIPE DEFLECTION SHALL BE WITHIN THE MANUFACTURER'S RECOMMENDED

LIMIT.

2. CONTRACTOR SHALL INSTALL THE WATERLINE WITH A MINIMUM COVER OF FIVE (5) FEET.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR BUILDING A STONE ACCESS ROAD. CONTRACTOR SHALL

USE ROAD AS SOLE ACCESS ONTO THE PROPERTY OF THE MORGANTOWN FEDERAL CORRECTION

INSTITUTE. ALL EQUIPMENT, MATERIAL AND PERSONNEL SHALL ENTER UPON THE MORGANTOWN

FEDERAL CORRECTION INSTITUTE UPON ACCESS ROAD. THE ROAD SHALL BE 15 FEET IN WIDTH. THE

CENTERLINE OF THE PROPOSED ACCESS ROAD SHALL COINCIDE WITH THE CENTERLINE OF THE

PROPOSED WATERLINE FROM APPROXIMATELY STA. 83+42A TO STA. 94+00A. CONTRACTOR SHALL BE

RESPONSIBLE FOR DESIGN, CONSTRUCTION AND MAINTENANCE OF THE ACCESS ROAD THROUGH THE

DURATION OF THE CONTRACT. THE STONE ACCESS ROAD SHALL REMAIN IN PLACE UPON COMPLETION

OF CONTRACT. CONTRACTOR SHALL INSTALL NECESSARY CULVERTS UNDER ACCESS ROAD TO

MAINTAIN DRAINAGE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE SIZE

OF THE CULVERTS AND KEEP THE CULVERTS MAINTAINED DURING CONSTRUCTION. ALL WORK

ASSOCIATED WITH THE ACCESS ROAD SHALL BE INCIDENTAL TO THE WATERLINE BID.

4. CONTRACTOR SHALL INSTALL +/- 20' OF 24" TEMPORARY HDPE STORM CULVERT UNDER PROPOSED

ACCESS ROAD. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION AND KEEPING CULVERT

FREE OF DEBRIS DURING DURATION OF CONTRACT. THE STORM CULVERT AND SECTION OF ACCESS

ROAD SHALL BE REMOVED AFTER ALL USE FOR THE ACCESS HAS BEEN COMPLETED. THIS WORK IS

INCIDENTAL TO THE WATERLINE BID.

5. CONTRACTOR SHALL MAINTAIN ALL EQUIPMENT AND MATERIAL WITHIN THE TEMPORARY

CONSTRUCTION RIGHT-OF-WAY. NO INGRESS/EGRESS PROVIDED FOR WATERLINE CONSTRUCTION

OTHER THAN TEMPORARY CONSTRUCTION RIGHT-OF-WAY UNLESS AGREED UPON BY LAND OWNER

AND ENGINEER.

6. CONTRACTOR SHALL COORDINATE INSTALLATION OF CHAIN LINK FENCE WITH OWNER AND THE

MORGANTOWN FEDERAL CORRECTION INSTITUTE (FCI). CONTRACTOR SHALL ABIDE BY THE RULES

AND REGULATIONS ESTABLISHED BY THE FCI. AT NO TIME DURING THE CONSTRUCTION OF THE

WATERLINE IS THE CONTRACTOR PERMITTED ON THE ADJACENT SIDE OF THE FENCE. THE FENCE

SHALL REMAIN IN PLACE UPON COMPLETION OF THE INSTALLATION OF THE WATERLINE. THIS WORK

SHALL BE PAID UNDER THE CHAIN LINK FENCE BID ITEM. SEE SPEC 038.

N

SURFACE RESTORATION TABLE

STATIONING

FROM

LENGTH

SURFACE RESTORATION

TYPE

DETAIL

SECTION

TO

82+88A243' SEEDING

83+23A 35'SPEC 015

83+42A 19' SEEDING

SPEC 003

STREAM CROSSING

SCALE: 1" = 50'

SCALE: 1" = 30'

80+45A 72' STREET - ASPHALT79+73A

80+45A

82+88A

83+23A

94+00A 1,058' ACCESS ROAD83+42A

830'

840'

850'

860'

870'

880'

890'

900'

910'

920'

930'

940'

950'

960'

970'

980'

990'

830'

840'

850'

860'

870'

880'

890'

900'

910'

920'

930'

940'

950'

960'

970'

980'

990'

88+00A 89+00A 90+00A 91+00A 92+00A 93+00A 94+00A 95+00A 96+00A

PROPOSED 30"

D.I. WATERLINE

(SEE NOTE #3)

COBUN CREEK

PROPOSED 30"

22.5° BEND, MJ

W/ MEGALUGS

(STA. 93+68A)

(O.P. = ±75 PSI)

9

0

0

9

1

0

9

2

0

9

3

0

9

4

0

9

5

0

9

0

0

9

1

0

PROPOSED

FUTURE

DEVELOPMENT

PROPOSED 30"

D.I. WATERLINE

(SEE NOTE #3)

C

O

B

U

N

C

R

E

E

K

EROSION AND SEDIMENT CONTROL

A. CONTRACTOR SHALL SUBMIT TO THE OWNER AN E&S CONTROL PLAN

FOR REVIEW AND APPROVAL PRIOR TO STARTING THE WORK.

B. CONTRACTOR SHALL CONDUCT HIS WORK IN COMPLETE COMPLIANCE

WITH ALL RULES, REGULATIONS, AND REQUIREMENTS OF THE WEST

VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

C. CONTRACTOR SHALL MAINTAIN A VEGETATIVE BUFFER ZONE BETWEEN THE

DISTURBED WORKING AREA AND ANY WATERCOURSE. IF A 100 FOOT

BUFFER CANNOT BE MAINTAINED, SILT FENCE SHALL BE INSTALLED.

D. DISTURBED AREAS SHALL BE STABILIZED AS QUICKLY AS POSSIBLE, BUT NO

LATER THAN SEVEN DAYS AFTER DISTURBED.

E. RIPRAP SHALL BE PLACED ON STREAM BANKS IMMEDIATELY AFTER ANY

STREAM CROSSING IS COMPLETED.

F. CONTRACTOR SHALL KEEP EXCAVATIONS FREE FROM WATER AT ALL

TIMES. SHOULD DEWATERING OF EXCAVATION BE REQUIRED, SEDIMENT

BAGS SHALL BE USED TO TRAP SEDIMENT.

UNITED STATES OF AMERICA

MORGAN DISTRICT

TAX MAP 17 PAR. 5

(DB 616 PG. 576)

WEST VIRGINIA

CROSSROADS, LLC

MORGAN DISTRICT

TAX MAP 10 PAR. 3.1

(DB 1477 PG. 531)

PROPOSED 30"

22.5° BEND, MJ W/

MEGALUGS

(STA. 90+01A)

(O.P. = ± 75PSI)

85+

00A

86+00A

87+00A

88+

00A

89+

00A

90+

00A

9

1

+

0

0

A

9

2

+

0

0

A

93+

00A

9

4

+

0

0

A

9

5

+

0

0

A

96+

00A

9

7

+

0

0

A

9

8

+

0

0

A

9

9

+

0

0

A

1

0

0

+

0

0

A

PROPOSED

ACCESS ROAD

(SEE NOTE #4)PROPOSED ±40'

TEMPORARY

CONSTRUCTION

EASEMENT

(SEE NOTE #5)

CONSTRUCTION LIMITS

(SEE NOTE #6)

PROPOSED 30"

22.5° BEND, MJ

W/ MEGALUGS

(STA. 91+55A)

(O.P. = ±75 PSI)

PROPOSED

±2,525' OF CHAIN

LINK FENCE

(SEE NOTE #7)

NOTES:

1. CONTRACTOR SHALL INSTALL THE WATERLINE IN A MANNER WHICH DOES NOT REQUIRE ANY VERTICAL BENDS. ANY PIPE DEFLECTION SHALL

BE WITHIN THE MANUFACTURER'S RECOMMENDED LIMIT.

2. CONTRACTOR SHALL INSTALL THE WATERLINE WITH A MINIMUM COVER OF FIVE (5) FEET.

3. THE CONTRACTOR SHALL ABIDE BY THE RULES AND REGULATIONS ESTABLISHED BY THE MORGANTOWN FEDERAL CORRECTION INSTITUTE

(FCI) WHILE INSTALLING THE WATERLINE ON THE PROPERTY. ALL EQUIPMENT, MATERIAL AND PERSONNEL SHALL CHECK IN WITH PROPER

INSTITUTE PERSONNEL PRIOR TO START OF THE CONSTRUCTION DAY. EQUIPMENT AND MATERIAL SHALL NOT BE LEFT UNATTENDED AT ANY

TIME. ANY OPEN DITCH SHALL BE PROPERLY BACKFILLED AND COMPACTED PRIOR TO COMPLETION OF THE CONSTRUCTION DAY. NO

CONCRETE TRUCKS SHALL BE PERMITTED ON TO THE PROPERTY OF THE MORGANTOWN FCI.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR BUILDING A STONE ACCESS ROAD. CONTRACTOR SHALL USE ROAD AS SOLE ACCESS ONTO THE

PROPERTY OF THE MORGANTOWN FEDERAL CORRECTION INSTITUTE. ALL EQUIPMENT, MATERIAL AND PERSONNEL SHALL ENTER UPON THE

MORGANTOWN FEDERAL CORRECTION INSTITUTE UPON ACCESS ROAD. THE ROAD SHALL BE 15 FEET IN WIDTH. THE CENTERLINE OF THE

PROPOSED ACCESS ROAD SHALL COINCIDE WITH THE CENTERLINE OF THE PROPOSED WATERLINE FROM APPROXIMATELY STA. 83+42A TO

STA. 94+00A. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND MAINTENANCE OF THE ACCESS ROAD THROUGH THE

DURATION OF THE CONTRACT. THE STONE ACCESS ROAD SHALL REMAIN IN PLACE UPON COMPLETION OF CONTRACT. CONTRACTOR SHALL

INSTALL NECESSARY CULVERTS UNDER ACCESS ROAD TO MAINTAIN DRAINAGE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

DETERMINE THE SIZE OF THE CULVERTS AND KEEP THE CULVERTS MAINTAINED DURING CONSTRUCTION. ALL WORK ASSOCIATED WITH THE

ACCESS ROAD SHALL BE INCIDENTAL TO THE WATERLINE BID.

5. CONTRACTOR SHALL MAINTAIN ALL EQUIPMENT AND MATERIAL WITHIN THE TEMPORARY CONSTRUCTION RIGHT-OF-WAY. NO INGRESS/EGRESS

PROVIDED FOR WATERLINE CONSTRUCTION OTHER THAN TEMPORARY CONSTRUCTION RIGHT-OF-WAY UNLESS AGREED UPON BY LAND

OWNER AND ENGINEER.

6. AT NO TIME WHILE THE CONTRACTOR IS INSTALLING THE WATERLINE ON THE PROPERTY OF MORGANTOWN FEDERAL CORRECTION INSTITUTE

SHALL THEY PERMITTED BEYOND THE CONSTRUCTION LIMITS.

7. CONTRACTOR SHALL COORDINATE INSTALLATION OF CHAIN LINK FENCE WITH OWNER AND THE MORGANTOWN FEDERAL CORRECTION

INSTITUTE (FCI). AT NO TIME DURING THE CONSTRUCTION OF THE WATERLINE IS THE CONTRACTOR PERMITTED ON THE ADJACENT SIDE OF

THE FENCE. THE FENCE SHALL REMAIN IN PLACE UPON COMPLETION OF THE INSTALLATION OF THE WATERLINE. THIS WORK SHALL BE PAID

UNDER THE CHAIN LINK FENCE BID ITEM. SEE SPEC 038.

N

SURFACE RESTORATION TABLE

STATIONING

FROM

LENGTH

SURFACE RESTORATION

TYPE

DETAIL

SECTION

TO

SCALE: 1" = 50'

SCALE: 1" = 30'

94+00A 1,058' ACCESS ROAD83+23A

119+21A2,521 SEEDING94+00A

860'

870'

880'

890'

900'

910'

920'

930'

940'

950'

960'

970'

980'

990'

1000'

1010'

1020'

860'

870'

880'

890'

900'

910'

920'

930'

940'

950'

960'

970'

980'

990'

1000'

1010'

1020'

96+00A 97+00A 98+00A 99+00A 100+00A 101+00A 102+00A 103+00A 104+00A

PROPOSED 30"

D.I. WATERLINE

(SEE NOTE #3)

C

O

B

U

N

C

R

E

E

K

MORGANTOWN

FEDERAL

CORRECTION

INSTITUTE

9

2

0

9

3

0

9

4

0

9

5

0

9

6

0

9

7

0

9

8

0

900

9

1

0

9

2

0

9

3

0

940

P

A

V

E

D

R

O

A

D

UNITED STATES OF AMERICA

MORGAN DISTRICT

TAX MAP 17 PAR. 5

(DB 616 PG. 576)

PROPOSED 30"

D.I. WATERLINE

(SEE NOTE #3)

EROSION AND SEDIMENT CONTROL

A. CONTRACTOR SHALL SUBMIT TO THE OWNER AN E&S CONTROL PLAN

FOR REVIEW AND APPROVAL PRIOR TO STARTING THE WORK.

B. CONTRACTOR SHALL CONDUCT HIS WORK IN COMPLETE COMPLIANCE

WITH ALL RULES, REGULATIONS, AND REQUIREMENTS OF THE WEST

VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

C. CONTRACTOR SHALL MAINTAIN A VEGETATIVE BUFFER ZONE BETWEEN THE

DISTURBED WORKING AREA AND ANY WATERCOURSE. IF A 100 FOOT

BUFFER CANNOT BE MAINTAINED, SILT FENCE SHALL BE INSTALLED.

D. DISTURBED AREAS SHALL BE STABILIZED AS QUICKLY AS POSSIBLE, BUT NO

LATER THAN SEVEN DAYS AFTER DISTURBED.

E. RIPRAP SHALL BE PLACED ON STREAM BANKS IMMEDIATELY AFTER ANY

STREAM CROSSING IS COMPLETED.

F. CONTRACTOR SHALL KEEP EXCAVATIONS FREE FROM WATER AT ALL

TIMES. SHOULD DEWATERING OF EXCAVATION BE REQUIRED, SEDIMENT

BAGS SHALL BE USED TO TRAP SEDIMENT.

PROPOSED 30"

22.5° BEND, MJ W/

MEGALUGS

(STA. 97+18A)

(O.P. = ± 69 PSI)

PROPOSED 30"

22.5° BEND, MJ W/

MEGALUGS

(STA. 102+12A)

(O.P. = ±63 PSI)

WEST VIRGINIA

CROSSROADS, LLC

MORGAN DISTRICT

TAX MAP 10 PAR. 3.1

(DB 1477 PG. 531)

PROPOSED

FUTURE

DEVELOPMENT

PROPOSED 30"

11.25° BEND, MJ

W/ MEGALUGS

(STA. 99+35A)

(O.P. = ± 68 PSI)

9

2

+

0

0

A

9

3

+

0

0

A

9

4

+

0

0

A

9

5

+

0

0

A

9

6

+

0

0

A

9

7

+

0

0

A

9

8

+

0

0

A

99+

00A

100+

00A

101+

00A

102+00A

1

0

3

+

0

0

A

1

0

4

+

0

0

A

1

0

5

+

0

0

A

1

0

6

+

0

0

A

1

0

7

+

0

0

A

1

0

8

+

0

0

A

CONSTRUCTION LIMITS

(SEE NOTE #5)

PROPOSED

±2,525' OF CHAIN

LINK FENCE

(SEE NOTE #4)

PROPOSED TWO

(2) - 10' CHAIN

LINK GATES

(SEE SPEC 038)

(SEE NOTE #6)

NOTE

1. CONTRACTOR SHALL INSTALL THE WATERLINE IN A MANNER WHICH DOES NOT REQUIRE ANY VERTICAL BENDS. ANY PIPE DEFLECTION SHALL BE WITHIN THE

MANUFACTURER'S RECOMMENDED LIMIT.

2. CONTRACTOR SHALL INSTALL THE WATERLINE WITH A MINIMUM COVER OF FIVE (5) FEET.

3. THE CONTRACTOR SHALL ABIDE BY THE RULES AND REGULATIONS ESTABLISHED BY THE MORGANTOWN FEDERAL CORRECTION INSTITUTE WHILE INSTALLING

THE WATERLINE ON THE PROPERTY. ALL EQUIPMENT, MATERIAL AND PERSONNEL SHALL CHECK IN WITH PROPER INSTITUTE PERSONNEL PRIOR TO START OF

EACH CONSTRUCTION DAY. EQUIPMENT AND MATERIAL SHALL NOT BE LEFT UNATTENDED AT ANY TIME. ANY OPEN DITCH SHALL BE PROPERLY BACKFILLED

AND COMPACTED PRIOR TO COMPLETION OF THE CONSTRUCTION DAY. NO CONCRETE TRUCKS SHALL BE PERMITTED ON THE PROPERTY OF THE

MORGANTOWN FCI.

4. CONTRACTOR SHALL COORDINATE INSTALLATION OF CHAIN LINK FENCE WITH OWNER AND THE MORGANTOWN FEDERAL CORRECTION INSTITUTE (FCI). AT NO

TIME DURING THE CONSTRUCTION OF THE WATERLINE IS THE CONTRACTOR PERMITTED ON THE ADJACENT SIDE OF THE FENCE. THE FENCE SHALL REMAIN IN

PLACE UPON COMPLETION OF THE INSTALLATION OF THE WATERLINE. THIS WORK SHALL BE PAID UNDER THE CHAIN LIKE FENCE BID ITEM. SEE SPEC 038.

5. AT NO TIME WHILE THE CONTRACTOR IS INSTALLING THE WATERLINE ON THE PROPERTY OF MORGANTOWN FEDERAL CORRECTION INSTITUTE SHALL THEY

PERMITTED BEYOND THE CONSTRUCTION LIMITS.

6. CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF THE CHAIN LINK GATE. THE FCI WILL BE RESPONSIBLE FOR SUPPLYING LOCKS AND KEYS FOR THE

GATE. COST OF THE GATE SHALL BE INCLUDED IN THE CHAIN LINK FENCE BID ITEM.

PROPOSED TWO

(2) - 10' CHAIN

LINK GATES

(SEE SPEC 038)

(SEE NOTE #6)

N

SCALE: 1" = 50'

SCALE: 1" = 30'

SURFACE RESTORATION TABLE

STATIONING

FROM

LENGTH

SURFACE RESTORATION

TYPE

DETAIL

SECTION

TO

119+21 2,521' SEEDING94+00A

860'

870'

880'

890'

900'

910'

920'

930'

940'

950'

960'

970'

980'

990'

1000'

1010'

1020'

860'

870'

880'

890'

900'

910'

920'

930'

940'

950'

960'

970'

980'

990'

1000'

1010'

1020'

104+00A 105+00A 106+00A 107+00A 108+00A 109+00A 110+00A 111+00A 112+00A

PROPOSED 30"

D.I. WATERLINE

(SEE NOTE #3 & 4)

PROPOSED 4"

COMBINATION AIR VALVE

(STA. 110+64A)

(SEE NOTE #7)

(SEE DETAIL G)

(SHEET 34 OF 36)

PROPOSED 30" D.I.

WATERLINE

(SEE NOTE #3 & 4)

920

930

940

950

9

6

0

970

9

8

0

9

9

0

PAVED ROAD

UNITED STATES OF AMERICA

MORGAN DISTRICT

TAX MAP 17 PAR. 5

(DB 616 PG. 576)

EROSION AND SEDIMENT CONTROL

A. CONTRACTOR SHALL SUBMIT TO THE OWNER AN E&S CONTROL PLAN

FOR REVIEW AND APPROVAL PRIOR TO STARTING THE WORK.

B. CONTRACTOR SHALL CONDUCT HIS WORK IN COMPLETE COMPLIANCE

WITH ALL RULES, REGULATIONS, AND REQUIREMENTS OF THE WEST

VIRGINIA DEPARTMENT OF ENVIRONMENTAL PROTECTION.

C. CONTRACTOR SHALL MAINTAIN A VEGETATIVE BUFFER ZONE BETWEEN THE

DISTURBED WORKING AREA AND ANY WATERCOURSE. IF A 100 FOOT BUFFER

CANNOT BE MAINTAINED, SILT FENCE SHALL BE INSTALLED.

D. DISTURBED AREAS SHALL BE STABILIZED AS QUICKLY AS POSSIBLE, BUT NO

LATER THAN SEVEN DAYS AFTER DISTURBED.

E. RIPRAP SHALL BE PLACED ON STREAM BANKS IMMEDIATELY AFTER ANY

STREAM CROSSING IS COMPLETED.

F. CONTRACTOR SHALL KEEP EXCAVATIONS FREE FROM WATER AT ALL

TIMES. SHOULD DEWATERING OF EXCAVATION BE REQUIRED, SEDIMENT

BAGS SHALL BE USED TO TRAP SEDIMENT.

PROPOSED 30"

22.5° BEND, MJ W/

MEGALUGS

(STA. 109+73A)

(O.P. = ±51 PSI)

1

0

0

+

0

0

A

1

0

1

+

0

0

A

1

0

2

+

0

0

A

103+

00A

1

0

4

+

0

0

A

105+

00A

106+

00A

107+

00A

108+

00A

109+00A

110+

00A

1

1

1

+

0

0

A

1

1

2

+

0

0

A

1

1

3

+

0

0

A

1

1

4

+

0

0

A

1

1

5

+

0

0

A

NOTE

1. CONTRACTOR SHALL INSTALL THE WATERLINE IN A MANNER WHICH DOES NOT REQUIRE ANY VERTICAL BENDS. ANY PIPE DEFLECTION SHALL BE WITHIN THE MANUFACTURER'S RECOMMENDED LIMIT.

2. CONTRACTOR SHALL INSTALL THE WATERLINE WITH A MINIMUM COVER OF FIVE (5) FEET.

3. PROPOSED 30" WATERLINE FROM STA. 109+00A TO STA. 114+00A SHALL BE INSTALLED SO THAT TOP OF WATERLINE IS AT OR BELOW ELEVATION 952'.

4. THE CONTRACTOR SHALL ABIDE BY THE RULES AND REGULATIONS ESTABLISHED BY THE MORGANTOWN FEDERAL CORRECTION INSTITUTE WHILE INSTALLING THE WATERLINE ON THE PROPERTY. ALL EQUIPMENT,

MATERIAL AND PERSONNEL SHALL CHECK IN WITH PROPER INSTITUTE PERSONNEL PRIOR TO START OF EACH CONSTRUCTION DAY. EQUIPMENT AND MATERIAL SHALL NOT BE LEFT UNATTENDED AT ANY TIME. ANY OPEN

DITCH SHALL BE PROPERLY BACKFILLED AND COMPACTED PRIOR TO COMPLETION OF THE CONSTRUCTION DAY. NO CONCRETE TRUCKS SHALL BE PERMITTED ON THE PROPERTY OF THE MORGANTOWN FCI.

5. CONTRACTOR SHALL COORDINATE INSTALLATION OF CHAIN LINK FENCE WITH OWNER AND THE MORGANTOWN FEDERAL CORRECTION INSTITUTE (FCI). AT NO TIME DURING THE CONSTRUCTION OF THE WATERLINE IS THE

CONTRACTOR PERMITTED ON THE ADJACENT SIDE OF THE FENCE. THE FENCE SHALL REMAIN IN PLACE UPON COMPLETION OF THE INSTALLATION OF THE WATERLINE. THIS WORK SHALL BE PAID UNDER THE CHAIN LINK

FENCE BID ITEM. SEE SPEC 038.

6. AT NO TIME WHILE THE CONTRACTOR IS INSTALLING THE WATERLINE ON THE PROPERTY OF MORGANTOWN FEDERAL CORRECTION INSTITUTE SHALL THEY PERMITTED BEYOND THE CONSTRUCTION LIMITS.

7. CONTRACTOR SHALL COORDINATE WITH ENGINEER FINAL LOCATION OF PROPOSED VALVES.

8. CONTRACTOR SHALL COORDINATE THE FINAL LOCATION OF THE CHAIN LINK GATE. THE FCI WILL BE RESPONSIBLE FOR SUPPLYING LOCKS AND KEYS FOR THE GATE. COST OF THE GATE SHALL BE INCLUDED IN THE CHAIN

LINK FENCE BID ITEM.

CONSTRUCTION LIMITS

(SEE NOTE #6)

PROPOSED 4"

COMBINATION AIR VALVE

(STA. 110+64A)

(SEE NOTE #7)

(SEE DETAIL G)

(SHEET 34 OF 36)

PROPOSED

±2,525' OF CHAIN

LINK FENCE

(SEE NOTE #5)

PROPOSED TWO

(2) - 10' CHAIN

LINK GATES

(SEE SPEC 038)

(SEE NOTE #8)

PROPOSED TWO

(2) - 10' CHAIN

LINK GATES

(SEE SPEC 038)

(SEE NOTE #8)

PROPOSED ONE

(1) - 10' CHAIN

LINK GATES

(SEE SPEC 038)

(SEE NOTE #8)

N

SCALE: 1" = 50'

SCALE: 1" = 30'

SURFACE RESTORATION TABLE

STATIONING

FROM

LENGTH

SURFACE RESTORATION

TYPE

DETAIL

SECTION

TO

119+21A 2,521' SEEDING94+00A