Amendment_0006_Attachment_8.pdf

W =PIPE OD + 2'

M

A X

LAY BACK SIDES TO

STABLE SLOPE

FINAL

BACKFILL

MARKING

TAPE

EXISTING OR

FINISHED GRADE

INITIAL

BACKFILL

PIPE BEDDING

MATERIAL

TRACING WIRE

TRENCH SIDE

IF SHORED &

BRACED

1'-0"

8'-0" PIT DIMENSION

VARIES

VALVE BOX (ADJUSTABLE)

TAPPING SLEEVE

TAPPING VALVE

TAPPING MACHINE

BLOCKING WILL BE REQUIRED BEFORE

TAP IS MADE.

WATER LINE TRENCH DETAIL

PIPE TAPPING DETAIL

FINAL

BACKFILL

TRENCH

SIDE IF

SHORED &

BRACED

EXISTING OR FINISHED

GRADE

LAY BACK

SIDES TO

STABLE SLOPE

PIPE BEDDING

MATERIAL

M

A X

W =PIPE OD +2'

HAUNCH AREA

T c

5'-0"

T c

RAW SUBGRADE SCARIFIED AND COMPACTED TO 95% ASTM

D1557 DENSITY. THICKNESS IN ACCORDANCE WITH

APPROPRIATE PAVEMENT SECTION

DRAINAGE COURSE

PCC PAVEMENT

5'-0"

T b

SEE CIVIL SHEETS

0.02

SLOPE

0.02

SLP

AGGREGATE BASE COURSE COMPACTED TO AT

LEAST 100% MAX DENSITY AS DETERMINED

IN ACCORDANCE WITH THE SPECS.

HOT MIX ASPHALTIC

CONCRETE (HMAC) PVMT

PRIME

COAT

FILL COMPACTED TO AT LEAST 90%

MAX DENSITY AS DETERMINED IN

ACCORDANCE WITH THE SPECS

UNPAVED

SHOULDER

FINISHED GRADE

JUNCTURE OF NEW PCC PAVEMENT

(AIRFIELD) AND SHOULDERS (AIRFIELD)

STORM DRAIN

TRENCH SECTION

SEPARATION COURSE

Tc = CONCRETE PVMT THICKNESS

Tb = ASPHALT PVMT THICKNESS

PLAN

6"

1'-0"

5'-0"

10" 60°

12"

4'-4"

3"

6"

9'-0"

1'-6"

6" TO 2'-0"

1'-6"

1'-6"

3'-2"

8"

4'-6"

8"

337°

SECTION A-A

4'-4" 12"

6"

5"

18"

ELEVATION

6'-0"

10"

6"

12"

2'-8

4"

18" 18"

R

BENDING FOR H

- BARS

BENDING FOR V

- BARS

BENDING FOR V

- BARS

OF PIPE

2-V

3'-8"

H

6'-1" AVG

V

A

A

4-B

C

V

4-B

4-B

2-V

2'-9"

5'-10"

REINFORCING STEEL LENGTHS

A

" Ø

LENGTH

A -

" Ø

LENGTH

B -

" Ø

LENGTH

H

" Ø

LENGTH

V

" Ø

LENGTH

V

" Ø

LENGTH

3'-8" 6'-1" AVG 8'-3" 5'-10" 2'-9" AVG 5'-10"

4-B

2 V

2-18" HEADWALL DETAILS

SAFETY GRATE:

#5 BARS @ 10" OCEW AFFIX

TO FACE OF HEADWALL WITH

BRACKETS

THRUST BLOCK,

RE: 1/C-504

MISMATCHED JOINT

REINFORCEMENT DETAIL

4'-6"

3"

MISMATCHED

JOINT FROM

ADJACENT

SLAB

DISCONTINUE

REINFORCEMENT

AT ALL JOINTS

#4 @ 12"

OCEW

M

NOTES:

REINFORCEMENT SHALL BE PROVIDED IN SLABS MARKED "M"

ON JOINT LAYOUT PLAN AND IN ACCORDANCE WITH THE

SPECIFICATIONS.

T b

D E

S C

R I P

T I O

N M

A R

K A

P P

R

D A

T E

M A

R K

D E

S C

R I P

T I O

N D

A T

E A

P P

R

SHEET OF

L a k e h u r s t

N

A E

S

C E

R D

E C

F l i g h t

A c t i v i t y

F a c i l i t y

F Y

D

2 3

C

4 5

A

B

S O

L I C

I T

A T

I O

N

N

O

F I L

E

N

A M

E

D W

N

B

Y

C K

D

B

Y

D E

S I G

N E

D

B

Y

D A

T E

S I Z

E

S U

B M

I T

T E

D

B

Y

P L

O T

D

A T

E

C O

N T

R A

C T

N

O

A N

S I

D

P L

O T

T E

D

B

Y

U

S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

N E

W

Y

O R

K h t t p w w w n a n u s a c e a r m y m i l

T e l e p h o n e

F a x

B r o a d w a y

E x t

S t e

O k l a h o m a

C i t y

O

K

A r c h i t e c t s

E n g i n e e r s

P l a n n e r s

F S

B

S O

L B

N

U M

B

W F

Y Q

D

SHEET

REFERENCE

NUMBER

US Army Corps of Engineers

New York District

THIS BAR IS ONE INCH ON

ORIGINAL DRAWING

IF NOT ONE INCH ON THIS

SHEET, ADJUST SCALES

ACCORDINGLY

0 1"

J B

M c G u i r e D i x L a k e h u r s t

N e w

J e r s e y

15891

RUSSELL

FRANK

KETNER

C-503

C I V

I L

D

E T

A I L

S

G R

M

J M

S R

F K

D J A

H P

R J

B

I M

C i v i l S h e e t s

C

X X

X d w g

A

M

C

X

X X d w g

A

M

SHEET KEYNOTES

#1 - WATER LINE TRENCH SECTION

1. COMPACT BEDDING MATERIAL TO 95% ASTM

D1557 DENSITY (STANDARD PROCTOR).

COMPACT CAREFULLY WITH SMALL MANUALLY

OPERATED VIBRATORY COMPACTION

EQUIPMENT.

2. INITIAL BACKFILL: FOR ALL AREAS INITIAL

BACKFILL SHALL BE AS SPECIFIED, PLACED TO A

DEPTH OF 12" ABOVE TOP OF BEDDING MATERIAL

AS SHOWN. PLACE IN 6" LIFTS & COMPACT TO

95% STANDARD PROCTOR DENSITY. FOR

DUCTILE IRON PIPE, INITIAL BACKFILL MATERIAL

IS NOT REQUIRED; FINAL BACKFILL MATERIAL

MAY BE USED FOR ALL BACKFILL. FOR CRUSHED

STONE BEDDING MATERIAL CONSTRUCTION,

INSTALL FILTER FABRIC BETWEEN CRUSHED

STONE AND SIDE WALLS AND BOTTOM OF

TRENCH.

3. FINAL BACKFILL: UNDER PAVEMENTS USE

GRANULAR SOILS SUCH AS COARSE SANDS AND

GRAVELS, WITH NOT MORE THAN 15% PASSING

THE #200 SIEVE (FINES). ALL FINES SHALL HAVE A

MAXIMUM PLASTICITY INDEX (PI) OF 12 AND A

LIQUID LIMIT NOT GREATER THAN 25. PLACE

BACKFILL IN LIFTS NOT GREATER THAN 6" LOOSE

THICKNESS FOR COMPACTION WITH MANUALLY

OPERATED VIBRATORY COMPACTORS. COMPACT

EACH LIFT TO 98% STANDARD PROCTOR

DENSITY (ASTM D1557). IN OPEN AREAS NOT TO

BE OCCUPIED BY BUILDINGS OR PAVEMENTS,

FINAL BACKFILL MAY BE MADE WITH EXCAVATED

SOILS, PLACED IN LIFTS AS NOTED ABOVE, AND

COMPACTED TO 95% ASTM D1557 DENSITY.

4. HEIGHT OF VERTICAL TRENCH SIDES FOR

UNSHORED TRENCH SHALL BE GOVERNED BY

CURRENT OSHA REGULATIONS AND EM 385-1-1

REGULATIONS AND SLOPE STABILITY

RECOMMENDATIONS OF THE GEOTECHNICAL

ENGINEER. HEIGHT SHALL NOT EXCEED 4 FEET,

IN ANY CASE, UNLESS TRENCH IS SHORED AND

BRACED FROM TOP TO BOTTOM.

5. SIDES OF TRENCH ABOVE 4 FEET IN HEIGHT

MUST BE LAID BACK ON STABLE SLOPES FOR

EXISTING SOILS, AS DETERMINED BY A

PROFESSIONAL GEOTECHNICAL ENGINEER AND

MUST BE IN ACCORDANCE WITH CURRENT OSHA

REGULATIONS.

6. WATER LINE PIPE: AS SPECIFIED.

7. REMOVE ANY UNSTABLE MATERIAL FROM THE

TRENCH BOTTOM AND REPLACE WITH SELECT

GRANULAR MATERIAL AS SPECIFIED.

8. REFER TO 11/C-506 FOR TRENCH CONSTRUCTION

UNDER EXISTING PAVEMENTS. FOR NEW

CONSTRUCTION SURFACES, TOP OF TRENCH IS

BOTTOM SURFACE OF REQUIRED DETAIL.

#4 - STORM DRAIN TRENCH SECTION

1. BEDDING MATERIAL: COMPOSED OF

WELL-GRADED, CRUSHED STONE, 100%

PASSING A 2-INCH SIEVE, AT LEAST 98%

PASSING A 1

-INCH SIEVE AND AT LEAST

90% PASSING A

-INCH SIEVE,

COMPACTED TO 98% ASTM D1557

DENSITY WITH SMALL MANUALLY

OPERATED VIBRATORY COMPACTORS,

UNDER, AROUND AND ON TOP OF PIPE.

PIPE MUST BE COMPLETELY

SURROUNDED WITH GRANULAR

MATERIAL.

2. FINAL BACKFILL: SAND PLACED IN 8"

LIFTS AND COMPACTED TO 95% ASTM

D1557 DENSITY TO BOTTOM OF

SUBGRADE UNDER PAVEMENTS OR

BOTTOM OF TOPSOIL.

3. HEIGHT OF VERTICAL TRENCH SIDES FOR

UNSHORED TRENCH SHALL BE

GOVERNED BY OSHA AND EM 385-1-1

REGULATIONS AND SLOPE STABILITY

RECOMMENDATIONS OF THE

GEOTECHNICAL ENGINEER. HEIGHT

SHALL NOT EXCEED 4 FEET, IN ANY CASE,

UNLESS TRENCH IS SHORED AND

BRACED FROM TOP TO BOTTOM.

4. SIDES OF TRENCH ABOVE 4 FEET IN

HEIGHT MUST BE LAID BACK ON STABLE

SLOPES FOR EXISTING SOILS, AS

DETERMINED BY THE LICENSED

GEOTECHNICAL ENGINEER AND MUST BE

IN ACCORDANCE WITH CURRENT OSHA

REGULATIONS.

5. COMPACT BEDDING MATERIAL UNDER

HAUNCH AREAS WITH VIBRATORY

COMPACTORS. FOR ARCH PIPE

INSTALLATION, SHAPE PIPE BEDDING

MATERIAL TO A FLAT BOTTOM ARC TO

APPROXIMATELY MATCH THE PIPE

SHAPE.

6. REINFORCED CONCRETE STORM DRAIN

PIPE: ASTM C76, OR ASTM C506 (FOR

ARCH PIPE).

7. REMOVE ANY UNSTABLE MATERIAL FROM

THE TRENCH BOTTOM AND REPLACE

WITH BEDDING MATERIAL.

8. UNDER PAVEMENTS, GRADE ON THE

TRENCH BACKFILL SECTION REFERS TO

THE BOTTOM OF LOWEST BASE COURSE

SHOWN ON THE PAVEMENT SECTIONS.

9. WHERE TWO PIPES ARE TO BE RUN

PARALLEL, SEPARATION BETWEEN THE

PIPES SHALL BE 8" FROM OUTSIDE TO

OUTSIDE, DISREGARDING BELL

THICKNESS.

SHEET KEYNOTES

2013-06-12T10:23:22-0500