1596300_dwg_19of35_V1_Civil.pdf

NO SCALE

(MIN.)

B

(MIN.) (MIN.)

B

(MIN.)

CB /6 B /6

B /3

B /6 B /6

B /3

1. MINIMUM BEDDING THICKNESS MUST BE 3 INCHES. MINIMUM BEDDING THICKNESS MUST BE

INCREASED TO 6 INCHES IN ROCK CUTS.

GENERAL NOTES:

1. EXCAVATION AND TRENCHING MUST BE IN ACCORDANCE WITH THE SPECIFICATIONS.

2. CONCRETE PIPES MUST BE PROTECTED BY A MINIMUM OF 3 FEET OF COVER PRIOR TO

PERMITTING HEAVY CONSTRUCTION EQUIPMENT TO PASS OVER THEM DURING

CONSTRUCTION.

3. MINIMUM COVER FOR CONSTRUCTION LOADS OVER PLASTIC PIPES MUST BE AS SPECIFIED

IN ASTM D 2321.

PI

PE

E

MB

ED

ME

NT

SIDE B

TRENCH WIDTH

SIDE

" M

IN

PI

PE

E

MB

ED

ME

NT

EMBEDMENT WIDTH

" M

IN

PI

PE

Z

ON

E

PLASTIC PIPE BEDDING NOTES:

IN

IT

IA

L

BA

CK

FI

LL

CLEAR- CLEAR-

IN

IT

IA

L

BA

CK

FI

LL

ZO

NE

HA

UN

CH

NO SCALE

1. EMBEDMENT SIDE CLEARANCE MUST BE 12 INCHES FOR PIPES 12 TO 18

INCHES IN DIAMETER AND 18 INCHES FOR PIPE GREATER THAN 18 INCHES IN

DIAMETER.

2. INCREASE BEDDING DEPTH TO 6" IN ROCK CUTS.

SPRINGLINESPRINGLINE

12" MIN. BEDDING

HAUNCHING

12" MIN. BEDDING

HAUNCHING

PI

PE

Z

ON

E

ZO

NE

HA

UN

CH

EMBANKMENT INSTALLATIONSTRENCH INSTALLATIONS

FLEXIBLE PIPE BEDDING DETAILS

EMBANKMENT INSTALLATIONSTRENCH INSTALLATIONS

RIGID PIPE BEDDING DETAILS

BEDDINGBEDDING

EXCAVATION LINE

AS REQUIRED

HAUNCH

OUTER BEDDING

MIDDLE BEDDINGOUTER BEDDING

HAUNCH

HAUNCH

HAUNCH

OUTER BEDDING

MIDDLE BEDDINGOUTER BEDDING

VERTICAL

TRENCH

WALL

SLOPING

TRENCH WALL

FINAL BACKFILL FINAL BACKFILL

FINAL BACKFILLFINAL BACKFILL

C C C C C

CC

C

ANCE ANCE

SIDE B SIDE

CLEAR- CLEAR-

C

ANCE ANCE

TRACE WIRE

TRACE WIRE

CONCRETE PIPE BEDDING NOTES:

MI

N)

MA

X)

VA

RI

ES

6"

2" SQUARE OPERATING NUT

6" DIA BOX SHAFT

1/4" STEEL GRAVEL SHIELD DIA

MUST BE 1/2" LESS THAN BOX SHAFT I.D.

BASE MUST FULLY HOUSE OPERATING

NUT AND EXTEND 2" MINIMUM BELOW

BASE OF OPERATING NUT

PIPE

EMBEDMENT

MATERIAL

1" DIA COLD ROLLED STEEL OR 1 1/2"

DIA HEAVY STEEL PIPE SHAFT

EXTENSION STEM

OPERATOR EXTENSION

1. VALVE BOX MUST NOT REST ON OPERATING ASSEMBLY.

2. VALVE BOXES LOCATED IN VEHICULAR AREAS MUST BE TRAFFIC RATED.

3. INSTALL VALVE BOXES LOCATED IN PAVED AREAS FLUSH WITH FINAL GRADING.

4. CONCRETE COLLAR MAY BE LOWERED ON RISER ASSEMBLY TO ACCOMMODATE

SPECIAL FINISH GRADING.

5. PAINT VALVE BOX WITH HEAVY COAT OF BITUMINOUS PAINT.

6. INSTALL A CORROSIVE RESISTANT DEBRIS CAP TO PREVENT DEBRIS FROM PASSING

AROUND THE CAP AND DOWN INTO THE VALVE HOUSING. THE CAP MUST BE HELD IN

PLACE BY A MECHANISM WHICH WILL NOT DAMAGE THE VALVE HOUSING. CONSTRUCT

CAP TO ALLOW THE DEVICE TO BE SECURED BY A LOCK. INTEGRALLY COLOR HANDLE

AND BODY OF THE CAP AS REQUIRED BY LOCAL STANDARDS.

STAMP COVER "WATER" OR PER LOCAL STANDARD

WITHIN AIRFIELD APRON PAVEMENT UTILIZE

CONTROL BOX FRAME AND LID,

NEENAH R-3488 OR APPROVED EQUAL

FINISH GRADE6"

6"

1"1/2

#10 BAR ALL AROUND (6" LAP)

WATERLINE

VALVE BOX

MECHANICAL JOINT

TAPPING VALVE

MECHANICAL JOINT SLEEVE FOR TAPPING INTO

EXISTING WATER MAIN

WATER LINE

WATER LINE

SEWER LINE

20'

20'

" M

IN

NOTES:

PROPOSED OR

EXISTING GRADE

1. ALL SANITARY SEWER LINES THAT CROSS LESS THAN 24 INCHES ABOVE OR BELOW

WATER MAINS OR SERVICE LINES MUST BE SEAMLESS HDPE PIPE FOR 20 FEET EACH

SIDE OF THE CENTERLINE OF THE CROSSING. IF THERE ARE NO JOINTS IN THE SEWER

PIPE WITHIN THE 20 FEET OF THE WATER PIPE CROSSING THEN TEST THE SEWER LINE IN

ACCORDANCE WITH THE SPECIFICATIONS FOR GRAVITY SEWER PIPE. IF THE SEWER PIPE

HAS JOINTS WITHIN 20 FEET OF THE CROSSING THEN TEST THAT SEGMENT OF SEWER

PIPE IN ACCORDANCE WITH THE SPECIFICATIONS FOR PRESSURE PIPE. CONTRACTOR

MAY LOWER WATER LINES TO CLEAR MORE THAN 24 INCHES BELOW THE SEWER LINE OR

RAISE THEM TO CLEAR MORE THAN 24 INCHES ABOVE THE SEWER LINE BUT MUST

MAINTAIN THE MINIMUM BURY DEPTH/COVER OF 36 INCHES ON ALL WATER MAINS AND

SERVICE LINES.

2. SEE DETAIL A1, SHEET CU502 FOR LENGTH OF EXTENSION OF PIPE AND RESTRAINED

JOINTS

3. A BORED CROSSING MAY BE REQUIRED BY THE ENGINEER.

SEE NOTE 1 FOR WATER LINES ABOVE

OR BELOW SEWER LINES.

45° ELBOW

(TYP)

(M

IN

' (M

IN

' (M

IN

SEWER LINE

CONCRETE ENCASEMENT

WATER LINE

6" (TYP)

SEWER LINE

PLAN

WATER LINE

SECTION

CONCRETE

ENCASEMENT

BEGIN AND END ENCASEMENT

COINCIDENT WITH PIPE JOINTS

NOTES:

1. PORTION OF PIPING BEING ENCASED MUST BE CONTINUOUS

24" MIN

VA

RI

ES

5' (TYP)

COMPACTED

IMPERVIOUS

MATERIAL

NOTES:

SEE NOTE 1 FOR WATER LINES ABOVE

OR BELOW SEWER LINES.

4'- 0"

5' MAX

GRADE BEAM

HANGAR WALL

B1 TYPICAL PIPE TRENCH

NTS

C3 IMPERVIOUS TRENCH SECTION

NTS

B3 TAPPING SLEEVE AND VALVE

NTS

C4 TYPICAL SEWER ENCASEMENT

NTS

A4 GATE VALVE

NTSA1 WATER/SEWER LINE CROSSING

NTS

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

/18

/22

CU501

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

A 08/18/22

BU

RY

D

EP

TH

2'-

6" M

AX

AI

RS

ID

E

MI

N

18" MIN

BACKFILL AS SPECIFIED

2" MIN, 4" MAX

1 C.Y. (MIN) PIPE BEDDING MATERIAL

AROUND HYDRANT

MECHANICAL

RESTRAINT FITTINGS

CRUSHED ROCK DRAIN BED

MJ SHOE ON HYDRANT

GATE VALVE

MECHANICAL RESTRAINT

FITTINGS

ROTATE AS INDICATED ON PLAN

FINISH GRADE

VALVE BOX

6" SERVICE LINE

CENTER

LINE MAIN

BREAKAWAY FLANGE

HYDRANT HOLES MUST NOT

BE COVERED WITH CONCRETE

1" 1/2

4" M

IN

16" X 16" MIN

CONCRETE PAD

#10 BAR ALL

AROUND (6" LAP)

TIE RODS

RESTRAINED BELL JOINT

BELL JOINT TO PLAIN END

W/MECHANICAL RESTRAINERS

TEE BOLT

RESTRAINED MECHANICAL JOINT

W/MECHANICAL RESTRAINERS

MECHANICAL JOINT TO PLAIN END

TEE BOLT

INDICATES DIRECTION OF THRUST FORCE.

L

BELL Jt. P.V.C. M.J. D.I. FITTINGS

PLAIN END P.V.C.

PLAIN END P.V.C.

NO. OF TIE RODS REQUIRED

3" - 8" DIAMETER MAIN - 2 TIE RODS REQUIRED PER JOINT (3/4" ROD)

10" - 12" DIAMETER MAIN - 4 TIE RODS REQUIRED PER JOINT (3/4" ROD)

14" - 16" DIAMETER MAIN - 6 TIE RODS REQUIRED PER JOINT (3/4" ROD)

18" - 20" DIAMETER MAIN - 8 TIE RODS REQUIRED PER JOINT (3/4" ROD)

24" DIAMETER MAIN - 12 TIE RODS REQUIRED PER JOINT (3/4" ROD)

30" - 36" DIAMETER MAIN - 14 TIE RODS REQUIRED PER JOINT (1" ROD)

42" - 48" DIAMETER MAIN - 16 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)

54" DIAMETER MAIN - 18 TIE RODS REQUIRED PER JOINT (1 1/4" ROD)

PLUG

BELL

RING

CLAMPING

RING

RUN

RUN

BRANCH

L L

Li

L

L

RESTRAIN TOTAL

LENGTH

TEE

Lu

ANGLE OF 45°

DIRECTION

CHANGE

AS

SU

ME

D

AP

PR

OX

. 3

F

EE

T

ANGLE OF 45°

DIRECTION

CHANGE

ANGLE OF DIRECTION CHANGE

AS

SU

ME

D

AP

PR

OX

. 8

F

EE

T

F

EE

T

(M

IN

) R

ES

TR

AI

NE

D

LE

NG

TH

SE

E

NO

TE

#1

VALVE

HORIZONTAL BEND

DEAD END

LOWER

BEND

UPPER BEND

VERTICAL OFFSET PROFILE

REDUCER

TYPICAL PROFILE TYPICAL PROFILE

MECHANICAL JOINT SLEEVES

DEAD - END THRUST COLLAR ANCHOR

FIRE HYDRANT LATERAL

SECTION

2 3 6 8 12 14 16 18 20 24 30 36 42

BRANCH SIZE (IN.)

D.I. PIPE TEE - L (FT.)

RUN

SIZE

(IN.)

DUCTILE IRON PIPE RESTRAINT NOTES:

1. ASSUMPTIONS: DUCTILE IRON PIPE (WITHOUT POLY WRAP), SAFETY FACTOR=1.5, TEST

PRESSURE=150PSI, SOIL=GM OR SM, TRENCH TYPE 4, DEPTH OF COVER=36 INCHES. FOR D.I.P.

W/POLY WRAP, USE RESTRAINT JOINT SCHEDULE FOR PVC PIPE.

2. BENDS AND VALVES: RESTRAIN ON EACH SIDE OF FITTING.

3. VERTICAL OFFSETS: ARE APPROX. 3 FEET COVER ON TOP AND APPROX. 8 FEET COVER ON BOTTOM.

PER THE DETAILS, Lu IS THE RESTRAINED LENGTH FOR THE UPPER (TOP) LEVEL. Li IS THE

RESTRAINED LENGTH FOR THE LOWER (DEEPER) LEVEL. ASSUME 45 DEGREE BENDS.

4. TEES: TOTAL LENGTH BETWEEN FIRST JOINTS OR RESTRAINED LENGTH ON EITHER SIDE OF TEE (RUN) MUST BE A TOTAL DISTANCE OF 3 FEET (MIN). SEE SCHEDULE ABOVE FOR RESTRAINT LENGTH ON TEE "BRANCH" LINE.THE PROJECT ENGINEER CAN INCREASE THIS DISTANCE TO REDUCE THE RESTRAINS REQUIRED ON THE BRANCH SIDE. ANY CHANGES MUST BE APPROVED BY THE ENGINEER.

5. HDPE TO D.I.P. TRANSITIONS: RESTRAIN THE D.I.P. PIPE SIDE 35 FT (MIN).

NOMINAL

PIPE SIZE

(IN.)

45°

BEND

22.5°

BEND

11.25°

BEND

HORIZONTAL BENDS VERTICAL BENDS VALVES

OR

DEAD

ENDS

45°

BEND

22.5°

BEND

11.25°

BEND

D.I. PIPE FITTING, PLUGS & VALVES - L (FT.)

A1

WATERLINE MECHANICAL RESTRAINT

FITTINGS

NTS

C1 FIRE HYDRANT ASSEMBLY

NTS

MI

N)

FINISH GRADE

UPPER

BARREL

OPEN

TR

EN

CH

D

EP

TH

1/2 P

IP

E

OD

WINDOW

CENTERLINE POST HEAD

LOWER BARREL

BELL

C3 POST INDICATOR VALVE

NTS

8 44 39 62

90°

BEND

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CU502

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

1"

6" PIPE RISER

HEAVY DUTY CLEAN-OUT COVER NEENAH R-1973

OR APPROVED EQUAL. STAMP COVER "SEWER"

OR "STORM" OR "UNDERDRAIN" PER LOCAL

STANDARD

8" THICK x 24" SQUARE CONCRETE

COLLAR SLOPED TO DRAIN FOR UNPAVED

AREAS

FLOW

FLOW

CLEAN-OUT

CONCRETE COLLAR (AS

REQUIRED)

PLAN

PROVIDE WYE BRANCH (6" X 8" OR 6" X 12")

FOR TYPICAL IN-LINE CLEANOUTS AND 45

DEGREE BEND AT END OF LINE

PIPE

NOTES:

1. CLEANOUTS LOCATED IN VEHICULAR AREAS MUST BE TRAFFIC RATED.

2. INSTALL CLEANOUTS LOCATED IN PAVED AREAS FLUSH WITH FINAL

GRADING.

3. CONCRETE COLLAR MAY BE LOWERED ON RISER ASSEMBLY TO

ACCOMMODATE SPECIAL FINISH GRADE.

ELEVATION

FINISHED GRADE

FLOW

FLOWFLOW

8"

4"

#10 BAR ALL AROUND (6" LAP)

45 DEGREE BEND

8"

CONCRETE CRADLE

A1 CLEAN OUT

NTS

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CU503

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

CAST HOLESTRUCTURE

MANHOLE

NON-SHRINK

GROUT

ROW LOCK BRICK INVERT

PIPE

RUBBER BOOT

STAINLESS STEEL PIPE

CLAMP

"B"

"A"

"C"

"D"

48" I.D. 5"

MANHOLE JOINT

INSIDE WALL

OUTSIDE WALL

PREPRIMED JOINT

SURFACES

INSIDE WALL

INSIDE WALL

OUTSIDE WALL

PREMOLDED PLASTIC JOINT

SEALER WITH PROTECTIVE

WRAPPER TO COVER ENTIRE JOINT

AREA (APPLY JOINT SEALER TO TOP

AND BOTTOM SURFACES, REMOVE

WRAPPER DURING ASSEMBLY)

FILL ALL LIFTING HOLES (INSERTS)

WITH NON-SHRINK GROUT AND

COATED WITH BITUMINOUS

WATERPROOFING MATERIAL

EXTERIOR JOINT SEALANT MEMBRANE

(6" MIN) CENTERED ON JOINT

TRIM EXCESS JOINT SEALER

FLUSH TO INSIDE SURFACE

JOINT ASSEMBLY DETAIL

JOINT CONSTRUCTION DETAIL

COMPLETED JOINT DETAIL

RAD = 1/8" (TYP)

4.2 5"

OUTSIDE WALL

"A"

7° JOINT ANGLE 53.043

"B" 52.543

"C" 51.500

"D 52.000

6" (TYP)

#4-6" O.C. E.W.

POURED IN PLACE 4,000 P.S.I.

CONCRETE PAD

GROOVE TO BE FORMED WITH

AN ACCURATE BELL RING

FORM

DIA OF MANHOLE VARIES

6" (MIN) EXTERIOR JOINT TAPE

APPLIED OVER PRIMER (TYP)

SEAL W/ COAL TAR MASTIC OR

PREMOLDED PLASTIC JOINT SEALER

(2 PLACES PER JOINT) VARIES W/ MANHOLE DIA

8"3"

MANHOLE BOTTOM

B

MA

X)

6" (MIN)

E

VA

RI

ES

SECTION

PLAN FLOW PLAN

MANHOLE FRAME AND

COVER NEENAH 1424R

OR APPROVED EQUAL

FINISH GRADE

TYPICAL PRECAST

ADJUSTMENT RINGS (3" MIN)

TYPICAL PRECAST

VERTICAL RISER SECTION

FILL CONCRETE

MANHOLE BASE

(PRECAST OR CAST-IN-PLACE)

6"

" O

C

MA

X)

F

A

"-1

6" B

A

LOCATION POINT

TYPICAL PRECAST

ECCENTRIC CONE

VARIES

C

COMMERCIALLY

AVAILABLE

RUBBER BOOT OR

MANHOLE ADAPTER

6" GRANULAR BASE

(PRECAST BASE ONLY)

2" (MIN)

NON-SHRINK

GROUT

D

CL

CL

GROUT SEAL

6" (M

IN

3"

GROUT SEAL

MANHOLE NOTES:

1. ALL PRECAST MANHOLE SECTIONS MUST CONFORM TO ASTM C478.

2. ALL UTILITY STRUCTURES ARE TO BE H-20 RATED UNLESS INDICATED OTHERWISE.

3. IF A MANHOLE IS LOCATED IN PAVEMENT AREAS, RIM ELEVATION MUST BE FLUSH WITH

FINAL GRADE. IF A MANHOLE IS LOCATED OUTSIDE OF PAVEMENT AREAS, RIM

ELEVATION MUST BE 6.00” MINIMUM ABOVE ADJACENT FINISH GRADE.

4. STAMP COVERS AND CASTINGS OF MANHOLES AND STRUCTURES PER THE

APPROPRIATE UTILITY TYPE OR PER THE LOCAL STANDARDS, AND STAMP PER THE

ORIGIN OF MANUFACTURE.

5. COVERS AND CASTINGS MUST BE TAMPER-PROOF FOR STRUCTURES LOCATED IN

PEDESTRIAN AREAS, EASEMENT AREAS, AND AREAS WITH SPECIAL SECURITY

RESTRICTIONS.

6. COVERS THAT MAY BE SUBMERGED MUST BE WATERTIGHT.

7. SEAL FRAME AND ADJUSTMENT RINGS WITH NON-SHRINK GROUT, PREFORMED

PLASTIC, OR RUBBER RING TO FORM WATERTIGHT SEAL.

8. SEAL ALL JOINTS WITH JOINT COMPOUND OR GROUT WITH MORTAR.

9. GROUT FLUSH ANY LIFT LOOPS FOR UTILITY STRUCTURES AFTER INSTALLATION.

10. ALL MANHOLE BASES (PRECAST OR CAST-IN-PLACE) MUST HAVE #4 @ 12" ON CENTER

EACH WAY REINFORCEMENT.

11. PLACE ALL REINFORCEMENT 2" CLEAR OF NEAREST FACE OF CONCRETE UNLESS

INDICATED OTHERWISE.

12. IF MANHOLES ARE INDICATED ON SANITARY LINES, PROVIDE A 2.00 INCH DROP IN

ELEVATION BETWEEN THE INCOMING AND OUTGOING SEWER IN EACH MANHOLE

UNLESS INDICATED OTHERWISE. CONSTRUCT INVERT FLOW CHANNELS TO PROVIDE

SMOOTH AND UNIFORM SLOPE WITH GRADUAL TRANSITION SECTIONS.

13. PIPE MAY EXTEND 2.00” MAXIMUM BEYOND INTERIOR MANHOLE WALL.

14. PLACE MANHOLE STEPS INTO MANHOLE WALL DURING MANUFACTURE OR MORTARED

INTO HOLES AFTER CONCRETE HAS CURED.

15. ALL SHOP DRAWINGS MUST BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED

IN THE STATE OF NORTH CAROLINA.

A1 SANITARY SEWER MANHOLE

NTS

N A

V A

L

FA

C

IL

IT

IE

S E

N G

IN

E

E R

IN

G

C O

M M

A N

D

M

ID

-A

TL

A N

TI

C

FY

P -2

A

TC

T

O W

E R

A N

D A

IR

O

P E

R A

TI

O

N S

1317 EXECUTIVE BLVD.

SUITE 300

CHESAPEAKE, VA 23320

IS

SU

ED

F

OR

B

ID

CU504

SAT-TO FORM SIGNED BY

DON ELLIOT 12/19/19

PR

OFESS I ONAL

ENG I N E E R

NO

RTH CAROL I NA

CASS NDRA L Z WART

SEAL

049323

2022-08-15T07:12:27-0400

2022-08-15T07:12:40-0400

2022-08-15T07:12:41-0400

2022-08-15T07:12:42-0400