Amendment 8 -Civil.pdf

FRESH WATER KEYNOTES

1 PROVIDE MECHANICALLY RESTRAINED 12" CEMENT-LINED

DUCTILE IRON FRESH WATER PIPE BURIED.

2 PROVIDE 12' X 10" X 12" MECHANICAL JOINT TEE BURIED

WITH THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

3 PROVIDE MECHANICALLY RESTRAINED 10" CEMENT-LINED

DUCTILE IRON FRESH WATER PIPE BURIED.

4 PROVIDE 10" 45° MECHANICAL JOINT BENDS BURIED WITH

THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

5 PROVIDE 12" 45° MECHANICAL JOINT BENDS BURIED WITH

THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

6 PROVIDE 12" X 12" X 12" MECHANICAL JOINT TEE BURIED

WITH THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

7 CONNECT TO EXISTING GATE VALVE FRESH WATER

8 CONTINUE INTO UTILITY ENCLOSURE, SEE DRAWING UP101

9 CUT AND CONNECT TO 8" EXISTING FRESH WATER

10 PROVIDE 10" X 8" MECHANICAL JOINT TEE BURIED WITH

THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

11 PROVIDE NEW HYDRANT, SEE DETAIL A5 ON DRAWING CF501

12 PROVIDE 12" GATE VALVE, SEE DETAIL C4 ON DRAWING

CF501, REFER TO GENERAL NOTE 10

13 PROVIDE 10" GATE VALVE, SEE DETAIL C4 ON DRAWING

CF501, REFER TO GENERAL NOTE 10

14 PROVIDE CORE THROUGH EXISTING PUMP SIDE WALL

15 PROVIDE 12" 22.5° MECHANICAL JOINT BENDS BURIED

WITH THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

16 PROVIDE CORE HOLE THROUGH ROOF OF EXISTING PUMP

WELL AND DOUBLE MECHANICAL SEAL, REFER TO DETAIL

C4 ON SHEET CF502

17 PROVIDE CORPORATION STOP

18 PROVIDE PIPE SUPPORTS FOR 8" CEMENT LINED DUCTILE

IRON PIPE WITHIN PUMP WELL

19 PROVIDE MECHANICALLY RESTRAINED 8" CEMENT-LINED

DUCTILE IRON PIPE BURIED, ENCASED IN 12" STEEL PIPE

BENEATH NITROGEN PAD.

20 PROVIDE 1" COPPER FRESH WATER PIPE BURIED. SEE

GENERAL NOTE 9

21 CONNECT TO EXISTING WITH CORPORATION STOP

1+22

0+00

1+00

3+73

0+59

0+00

REFER TO PROFILE

A3 ON SHEET CF201

REFER TO PROFILE

C5 ON SHEET CF201

REFER TO PROFILE

C3 ON SHEET CF201

14 18

0+29

0+00

REFER TO PROFILE

C4 ON SHEET CF201

SEE ENLARGEMENT DETAIL

A5 ON SHEET CF502

KEYNOTES CONTINUED:

22 CONNECT TO EXISTING WATER SERVICE AT BUILDING

FOUNDATION, CONTRACTOR MUST CONFIRM INVERT

PRIOR TO CONDUCTING THE WORK

23 PROVIDE 8" GATE VALVE, SEE DETAIL C4 ON DRAWING

CF501, REFER TO GENERAL NOTE 10

24 CUT AND CONNECT TO 12" EXISTING FRESH WATER

25 COVER FOR GATE VALVE MUST BE LOCATED OUTSIDE

OF NITROGEN PAD

GENERAL NOTES:

1. ALL BURIED FRESH WATER PIPE JOINTS MUST BE

MECHANICALLY RESTRAINED.

2. NOT ALL EXISTING AND NEW UTILITIES HAVE BEEN

SHOWN FOR CLARITY. REFER TO THE COMPOSITE

UTILITY DRAWINGS, DISCIPLINE SPECIFIC DRAWINGS

AND EXISTING CONDITION DRAWINGS FOR UTILITIES

LOCATED ADJACENT TO THE WORK BEING PERFORMED.

3. COMPLETE WATERLINE RELOCATION PRIOR TO

DEMOLITION OF EXISTING WATER LINE.

4. SEE SURVEY DRAWINGS AND COMPOSITE DRAWINGS

FOR EXISTING UTILITIES. PROTECT UTILITIES TO

REMAIN.

5. REQUEST UTILITY OUTAGE PRIOR TO PERFORMING ANY

WORK IN ACCORDANCE WITH CONTRACT DOCUMENTS.

6. CONCRETE ENCASE NEW FRESH WATER LINE WITHIN 10'

VERTICALLY OR HORIZONTALLY OF SEWER.

7. PROVIDE WATER CONNECTION TO FIRE PUMP REFER TO

FIRE PROTECTION PLANS.

8. CONTRACTOR MUST CONFIRM INVERT LOCATIONS OF

CONNECTION POINTS TO EXISTING WATER PRIOR TO

COMMENCEMENT OF WORK

9. CONTRACTOR MUST PROVIDE FREEZE PROTECTION

FOR SECTIONS OF PIPING LESS THAN 5FT OF COVER

10. GATE VALVES MUST BE INSTALLED AS CLOSE TO THE

TEE FITTINGS AS POSSIBLE. FLANGE OF GATE VALVE

INSTALLED TO TEE FLANGE

11. REFER TO PHASING SHEET G106 FOR FRESH WATER

A

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LBT / LBL

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KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

FRESH WATER PLAN - SHEET 2 OF 2 - TURNOUT & EXISTING PUMP WELL AREA

SCALE: 1" = 20'

CF102

F R

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H E

12823164

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-5

-5

0+00

1+00

1+21.93

FINISHED GRADE

EX DC ELECTRIC

TO BE REMOVED

E L E

V A

T I O

N

F

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E L E

V A

T I O

N

F

T

-5

-5

UTILITY ENCLOSURE

P381 24" DRAIN

EX AC ELECTRIC

12" HPS

12" X 10" TEE TO RELOCATED

FRESH WATER

0+00

0+59.45

EX DC ELECTRIC

12" FW

12" X 12" TEE TO RELOCATED

FRESH WATER

FINISHED GRADE

EXISTING GRADE

CONNECTION TO

EXISTING 12" FW

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CRANE RAIL

GRADE BEAMS

10" FW

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6" HPS

6" CA

EXISTING GRADE

10" X 8" TEE TO HYDRANT

P381 DC ELECTRIC

P381 DC ELECTRIC

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WHEELER UNIT

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P381 AC ELECTRIC

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-5

-5

0+00

1+00

2+00

3+00

3+73.36

EX DC ELECTRIC

EX DC ELECTRIC

12" FW

FINISHED GRADE

EXISTING GRADE

P381 24" DRAIN

EX AC ELECTRIC

12" X 10" TEE TO UTILITY ENCLOSURE

12" X 12" TEE TO RELOCATED FRESH WATER

V E

N

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12" X 12" TEE TO EXISTING

FRESH WATER CONNECTION. SEE NOTE 1

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EX AC ELECTRIC

6" HPS

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EX 12" DRAIN

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P381 12" DRAIN

P381 6" DRAIN

45° FITTING TO EXISTING

FRESH WATER. SEE NOTE 1

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EX 3" HPS

P381 12" DRAIN

EXISTING GATE VALVE

EXISTING GRADE

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EX 12" FW

EXISTING GATE VALVE

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8" FW

CF201

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EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

FRESH WATER PROFILE - UTLITY ENCLOSURE TO 12" MAIN

SCALE: HOR - 1" = 20', VERT - 1" = 4'

C3

CF102

FRESH WATER PROFILE - CRANE RAIL TURNOUT - EAST OF SUBSTATION 3 EXPANSION

SCALE: HOR - 1" = 20', VERT - 1" = 4'

A3

CF102

1" = 20'

20' 0 20' 40'

FRESH WATER PROFILE - SOUTH

OF SUBSTATION 3 EXPANSION

SCALE: HOR - 1" = 20', VERT - 1" = 4'

C5

CF102

FRESH WATER PROFILE - HEAD END

SCALE: HOR - 1" = 20', VERT - 1" = 4'

A5

CF101

GENERAL NOTES:

1. CONTRACTOR MUST CONFIRM INVERT

LOCATIONS OF CONNECTION POINTS TO EXISTING

WATER PRIOR TO COMMENCEMENT OF WORK

12823165

FRESH WATER PROFILE - HYDRANT

SCALE: HOR - 1" = 5', VERT - 1" = 5'

C4

CF102

V

A L

V E

HYDRANT

FINISHED GRADE

EXISTING PUMPWELL SLAB

6" NITROGEN PAD

EXISTING GRADE

10" X 8" TEE

12" STEEL PIPE ENCASEMENT

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DRAWFORM REVISION: 07 AUG 2018

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K

LBT / LBL

EJA

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

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AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

CF502

F R

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A I L

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S

H E

PIPE OR CARRIER

3"

2" MAX.

GALVANIZED STEEL

PIPE SLEEVE

FILL EXTERIOR, ALL AROUND

WITH NON-SHRINK GROUT

PROVIDE OPENING SIZE AS

REQUIRED BY SEAL

MANUFACTURER

DOUBLE MECHANICAL SEAL

EXIST CONC SLAB

PIPE PENETRATION NOTES:

1. PROVIDE DOUBLE MECHANICAL SEALS WHERE WALL THICKNESS IS GREATER THAN 12". PROVIDE SINGLE

MECHANICAL SEAL WHERE WALL THICKNESS IS LESS THAN 12".

2. PIPE PENETRATION OF EXISTING CONCRETE WALL CAN BE DONE WITHOUT SLEEVE WHERE HOLE WILL

ALLOW TIGHT SEAL.

3. MECHANICAL CONTRACTOR MUST COORDINATE PENETRATION CORES WITH GENERAL CONTRACTOR.

4. ALL WALL PENETRATIONS MUST BE SEALED WATERTIGHT.

CORE DRILL HOLE

THROUGH EXIST SLAB

FILL INTERIOR, ALL AROUND

WITH SILICONE SEALANT

PIPE

FILL INTERIOR, ALL

AROUND WITH

SILICONE SEALANT

MECHANICAL SEAL

CORE DRILL HOLE

THROUGH EXISTING

WALL

INTERIOR EXTERIOR

EXIST CONCRETE

WALL

FILL EXTERIOR, ALL

AROUND WITH

NON-SHRINK GROUT

GALVANIZED STEEL PIPE

SLEEVE. DIAMETER AS

RECOMMENDED BY SEAL

MANUFACTURER.

NUT (TYP)

BOLTS (TYP)

PRESSURE

PLATES (TYP)

NUT (TYP)

PRESSURE

PLATES (TYP)

EPDM SEAL

PIPE OR

CARRIER

NOTES:

1. MECHANICAL SEALS MUST BE SIZED AND INSTALLED IN

ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS.

2. PROVIDE MECHANICAL LINK SEALS FOR ALL PIPE PENETRATIONS.

EPDM SEAL

C4

SCALE: NOT TO SCALE

MECHANICAL SEAL DETAIL C5

SCALE: NOT TO SCALE

PIPE PENETRATION THROUGH

EXISTING WALL DETAIL

C2

SCALE: NOT TO SCALE

PIPE PENETRATION THROUGH

EXISTING SLAB DETAIL

12823167

A5

SCALE: 1" = 5'

FRESH WATER PART PLAN - ENLARGEMENT

3 PROVIDE MECHANICALLY RESTRAINED 10" CEMENT-LINED

DUCTILE IRON FRESH WATER PIPE BURIED.

4 PROVIDE 10" 45° MECHANICAL JOINT BENDS BURIED WITH

THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

8 CONTINUE INTO UTILITY ENCLOSURE, SEE DRAWING UP101

10 PROVIDE 10" X 8" MECHANICAL JOINT TEE BURIED WITH

THRUST BLOCKS, SEE DETAIL A2 ON DRAWING CF501

11 PROVIDE NEW HYDRANT, SEE DETAIL A5 ON DRAWING CF501

13 PROVIDE 10" GATE VALVE, SEE DETAIL C4 ON DRAWING

CF501

14 PROVIDE CORE THROUGH EXISTING PUMP SIDE WALL

16 PROVIDE CORE HOLE THROUGH ROOF OF EXISTING PUMP

WELL AND DOUBLE MECHANICAL SEAL, REFER TO DETAIL

C4 ON SHEET CF502

18 PROVIDE PIPE SUPPORTS FOR 8" CEMENT LINED DUCTILE

IRON PIPE WITHIN PUMP WELL

19 PROVIDE MECHANICALLY RESTRAINED 8" CEMENT-LINED

DUCTILE IRON PIPE BURIED.

23 PROVIDE 8" GATE VALVE, SEE DETAIL C4 ON DRAWING CF501

24 ENCASE 8" DUCTILE IRON PIPE IN 12" STEEL PIPE FROM 8"

GATE VALVE TO PUMPWELL PENETRATION

25 COVER FOR GATE VALVE MUST BE LOCATED OUTSIDE OF

NITROGEN PAD

WHEELER UNIT

NITROGEN PAD

EXISTING PUMPWELL

UTILITY ENCLOSURE

FRESH WATER KEYNOTES:

NITROGEN TANK, TYP.

WHEELER OPERATOR STATION

CONCRETE FILLED STEEL PIPES,

SEE DETAIL A5 ON SHEET CS502

CRANE RAIL

GRADE BEAM

A

M E

N D

M E

V

G

E

E

W H

E E

L E

R

NITROGEN

HYD

KEYNOTES

1 PROVIDE AND COMPACT AGGREGATE SUBBASE AND BASE

AS REQUIRED TO MEET GRADING. GRADE AND COMPACT

EXISTING AGGREGATE SUBBASE AND BASE. PROVIDE

BITUMINOUS CONCRETE BINDER AND WEARING COURSE.

SEE DETAIL A2 ON DRAWING CS503.

2 PROVIDE PAINTED YELLOW STRIPING LINES AT CRANE

RAIL. TYP. SEE DRAWING CS107 AND CS504

3 INSTALL CHAIN LINK FENCE. SEE DETAILS A2 AND C2 ON

DRAWING CS502.

4 INSTALL ELECTRICAL ENCLOSURE LOW RETAINING WALL

PER DETAIL C5 ON DRAWING CS507.

5 RAISE CASTING, TYP. SEE SHEET CS 107 FOR GRADING.

6 INSTALL AASHTO #57 STONE BASE PER SECTION B2 ON

DRAWING CS301.

7 INSTALL CAST IN PLACE STAIRS, REFER TO DETAIL C4 ON

SHEET CS507.

8 INSTALL SINGLE LEAF CHAIN LINK GATE AT STAIRS PER

DETAILS A3 AND C5 ON DRAWING CS501.

9 INSTALL DOUBLE SWING CHAIN LINK GATE PER DETAIL A2

ON DRAWING CS502.

10 REINSTALL CRANE RAILS. SEE DRAWINGS CS401 AND

CS510

11 PROVIDE REINFORCED STRUCTURAL SLAB, REFER TO

DETAILS C2/C3/C5 ON DRAWING CS507.

12 PROVIDE REINFORCED CONCRETE SLAB, REFER DETAIL C2

ON DRAWING CS510

13 REINFORCED CONCRETE DUCTBANK SECTION. SEE DETAIL

B4 ON CS507

14 PROVIDE AT-GRADE TRENCH SECTION FOR HPA, REFER

TO DETAILS B3/B4 ON DRAWING CS110

15 PROVIDE AT GRADE TRENCH FOR WHEELER, REFER TO

DETAILS ON SHEET CS509

16 REPLACE SWITCH 55 AND 56. SEE CRANE RAIL DRAWINGS

17 PROVIDE HYDRANT. SEE DETAIL A5 ON DRAWING CF501

18 REFER TO STRUCTURAL PLANS FOR NITROGEN PAD.

19 INSTALL RAMP WITH CHEEK WALLS IN EITHER SIDE, REFER

TO SHEET CS110

20 ELECTRICAL EQUIPMENT PAD, REFER TO DETAIL CS ON

SHEET CS507

21 EXISTING CONCRETE TRENCH TO REMAIN

GENERAL NOTES:

1. NOT ALL EXISTING AND NEW UTILITIES HAVE BEEN SHOWN

FOR CLARITY. THE CONTRACTOR MUST REFER TO THE

COMPOSITE UTILITY DRAWINGS, DISCIPLINE SPECIFIC

DRAWINGS, AND EXISTING CONDITIONS DRAWINGS FOR

UTILITIES LOCATED ADJACENT TO THE WORK BEING

PERFORMED.

2. SEE SHEET CS401 FOR SUBSTATION AND PIDC PART

PLANS.

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DRAWFORM REVISION: 07 AUG 2018

CHECK GRAPHIC SCALE BEFORE USING

P

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I M

I S

S I O

N

D

C

K

LBT / LBL

EJA

KEY PLAN

GRAPHIC SCALE

NBJ

DSN

1604959

SATISFACTORY TO DATE

APPROVED

ACTIVITY

FOR COMMANDER NAVFAC

PM / DM

BRANCH MANAGER

CHIEF ENG / ARCH

FIRE PROTECTION

DRWDES CHK

CONSTR. CONTR. NO.

SCALE:

A / E INFO

C A

P I T

A L

I M

P R

O V

E M

E N

T

C

O R

E N

A V

A L

S

T A

T I O

N

N

O R

F O

L K

V

I R

G I N

I A

P O

R T

S M

O U

V

I P

Y A

R D

K I T

T E

R Y

M

A I N

E

AS SHOWN

SBF MJC ASM

RICHARD POWERS,

C980 10/15/20

1" = 20'

20' 0 20' 40'

PLAN

NORTH

CIVIL SITE PLAN - TURNOUT & EXISTING PUMP WELL AREA

SCALE: 1" = 20'

M A

T C

H

L

I N

E

S

E

M A

T C

H

L

I N

E

S

E

CS103

C I V

T

E

P

L A

N

T

U R

N O

X I S

T I N

G

P

U M

P

W

E L

L

A

R E

A

12823136

A

M E

N D

M E

V

M G

22 CONCRETE FILLED STEEL PIPES, SEE DETAIL A5 ON

SHEET CS502

KEYNOTES CONTINUED: