A1.2_Drawings_Part3.pdf

C-506

S T

O R

M D

R A

IN

D

E T

A

IL

S I I

PLAN

DIMENSION SCHEDULE

PIPE SIZE A OF GRATES

NUMBER

B

36" 0R LESS 4'-0"

4'-0"

42"

48"

54"

60"

4'-6"

5'-0"

5'-6"

6'-0"

2 6'-0"

DIMENSION SCHEDULE

NON-TRAFFIC AREA

C D E

6" 8" 8"

USE 3000 PSI CONCRETE

OF BAR

OF REINF. TO BE 30x DIAM.

ALL LAPS AND EXTENSIONS

WHERE ECONOMICAL.

INLETS MAY BE USED INSTEAD

STD. PRE-CAST SURFACE

1.

2.

3.

NOTES

N.T.S.

STANDARD SURFACE INLET

GRATE FRAME (SEE DETAIL)

OF INLET REQUIRES

@ 12" WHERE SIZE

ADD REINFORCING

OF OPENING

2 BARS, 4 SIDES

(TYP)

CONST. JOINT

OPTIONAL

JOINT (TYP)

CONSTRUCTION

@ CENTER OF SLAB

REIN. STL. @ 12" E.W.

PIPE OPENING

AROUND EACH

HOOP ONE BAR

SECTION B

4.

NON-TRAFFIC #4

REINFORCEMENT BAR SIZE :REF

B

OPENINGS

6" BETWEEN

W OPNG.6"

L O. TO O.

1 1/2" BATTER

1'-5"

1'-6"

V A

R

IE

S

6"6"

5 1/2"

4'-0"

A

PLAN

SECTION A

PART FRONT ELEVATION

A

B

C

D

4'-0"

3'-3"

2'-8"

3'-4"

8'-0"

10'-0"

12'-0"

STANDARD CURB INLET DETAILS

(LIGHT DUTY)

N.T.S.

400LBS. TOTAL WEIGHT

24" DIA. OPENING,

FRAME AND COVER,

CAST IRON MANHOLE

BARS

#5

BACK OF CURB

COLUMN

1-#5 EA.

3" R

#5 @ 12" E.W.

#5 @ 12" X

@ CENTER

#5 @ 12" E.W.

PIPE OPENING

#5 HOOP AROUND

@ CENTER

#5 @ 12" E.W.

3/4" EXPANSION JOINT

TOP OF CURB

GUTTER LINE

CURB

2 #5 (3/4" C.L.)

5'-0"

TYPE NO. OPNG W L

3'-4"E 4

A

A

R E

Q U

IR

E D

PLAN

STORM DRAIN MANHOLE DETAILS

N.T.S.

DIMENSION SCHEDULE3. ALL LAPS AND EXTENSIONS OF REIN. TO BE 3O x DIAM. OF BAR.

SIDE OF OPENING

EXTRA REINF. EACH

(TYP)

CONST. JOINT

OPTIONAL

OPENING

EA. SIDE OF

EXTRA REIN.

PIPE OPENING

AROUND EACH

HOOP ONE BAR

JOINT (TYP)

CONSTRUCTION

400LBS. TOTAL WEIGHT (LIGHT DUTY)

30" DIA. OPENING,

CAST IRON MANHOLE FRAME AND COVER,

COMPRESSIVE STRENGTH OF 4000 P.S.I. AT 28 DAYS.

1. CAST-IN-PLACE CONCRETE TO HAVE A MINIMUM ULTIMATE

2. HOOP ONE BAR AROUND ALL PIPE OPENINGS.

MANHOLE NOTES

36" 4'-0"

42" 4'-6"

48" 5'-0"

PIPE SIZE A

REF

A

REF

B

SECTION B

B

P L

U S

O U

T

D

IA

M

IN

PLUS 12"

OUTER DIA

2'-6" MIN.

15'-6"

GRATE PLAN FRAME PLAN

SECTION THRU INSTALLED FRAME

N.T.S.

SURFACE INLET GRATE AND FRAME

G

R A

T E

S

G

R A

T E

S

G

R A

T E

/2

8"

1'-8"

3/16" TYP3/16" TYP

2 3/4" (3) O.C.

PLATES @ ABOUT

1/2" X 2 5/8" (4 1/2" )

OF PLATES

THRU CENTER

2- 5/8" 93/4" 0

ANCHOR STRAP

WELD TO <'S

SIDE PLATES

1/4" X 3" (5")

2'- 1 1/4"

2'-0 1/2"

2'- 1 1/4"

C505

C505

REF

C

C506

C506

A C

C

CB(1) OR (2)C

V A

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S

3" X 3" X 3/8" <'S

STRAPS

3/16" X 2" X 8" ANCHOR

D

4. #4 BARS

CENTER (TYP)

O.C.E.W. @

REINF. @ 12"

C (TYP)

CENTER (TYP)

O.C.E.W. @

REINF. @ 12"

3 8'-0"

US Army Corps of Engineers

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C-507

T

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N.T.S.

REF

A

9"18"9"

9"34.97'9"

9"

TRENCH DRAIN

SECTION 1

SECTION 3

#4 BARS @ 8" O.C.

AND GRATE

TRENCH FRAME

#4 BARS @ 8" O.C.

#4 BARS @ 8" O.C.

SEE STRUCTURAL

RETAINING WALL

DETAILS

WALL, SEE STRUC FOR

PIPE PASSING THROUGH

ALL SIDES

EXPANSION JOINT

TO DRAIN

SLOPE HARDSTAND

SEE STRUCTURAL

RETAINING WALL

DETAILS

WALL, SEE STRUC FOR

PIPE PASSING THROUGH

TO DRAIN

SLOPE HARDSTAND

HARDSTAND PAVEMENT

SLOPE

V A

R

IE

S

4'-6"4'-6"

1&2

SECTION 2

TOP OF RETAINING WALL

8'-5"

N.T.S.

REF

B

LOADING RAMP

ALL SIDES

EXPANSION JOINT

4'-6"

4'-6"

SEE NOTE 3

AND GRATE

TRENCH FRAME

SEE NOTE 3

AND GRATE

TRENCH FRAME

#4 BARS @ 8" O.C.

#4 BARS @ 8" O.C.

FFE 885.00'TW EL 882.50'

EXPANSION JOINT

HARDSTAND PVMT

SURROUNDING DRAIN

EXPANSION JOINT

SURROUNDS DRAIN

EXPANSION JOINT

N.T.S.

RAMP

SOUTH

N.T.S.

RAMP

NORTH

WALL & RAMP

BETWEEN RETAINING

EXPANSION JOINT

C-507

C-507

C-507

C-507

9" 9"23.23' 61.74'

INV. EL. 877.50'

18" OUTFALL PIPE

INV. EL 877.85'

12" INFLOW PIPEINV. EL. 878.27

12" INFLOW PIPE

SEE NOTE 3

TOP EL. 880.80

TRENCH FRAME & GRATE

EL 879.77

INV EL 879.55

12" OUTFALL PIPE

AROUND PIPE

HOOP #4 BAR

AROUND PIPE

HOOP #4 BAR

AROUND PIPE

HOOP #4 BAR

C -5

REINF. HARDSTAND PAVEMENT

SEE PAVEMENT DETAILS

LOADING RAMP

REINF. HARDSTAND

HARDSTAND

REINF.

7. ENTIRE RAMP IS REINFORCED.

HARDSTAND REINFORCEMENT REQ.

6. SEE PAVEMENT DETAILS FOR

HARDSTAND AND RETAINING WALL.

5. INSTALL EXPANSION JOINT BETWEEN

ALL SIDES OF TRENCH DRAIN.

4. INSTALL EXPANSION JOINT AROUND

TYPE "A" OR APPROVED EQUAL.

ASTM CLASS 35 CAST IRON, NEENAH R-4990FX

3. TRENCH FRAME AND GRATE SHALL BE

OVER REINFORCING STEEL MUST BE 3".

2. MINIMUM CLEAR COVER OF CONCRETE

DRAIN MIN. FY= 60KSI.

1. REINFORCING STEEL FOR TRENCH

NOTES

SEE SECTION 3

TRENCH DRAIN

US Army Corps of Engineers

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P .E

J

M C

K E

N Z

IE

P .E

T S

T O

C K

T O

N

T S

T O

C K

T O

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

NUMBER

SHEET

W

G -1

-B -0

A U

G U

S T

C-514

M

E R

IC

A N W

A T

E R

W A

T E

R D

E T

A

IL

I I

US Army Corps of Engineers

A P

P R

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Y M

$FILEL$

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

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C A

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F O

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O O

D T

E X

A S

T

H A

IR

D

E F

E N

S E A

R T

IL

L E

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IV

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IO

N

P N

U .S

A R

M Y C

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P S O

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A Y

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U P

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F

C

IV

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S

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N

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N

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IN

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IN

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N D

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N

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IN

E E

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NUMBER

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W

G -1

-B -0

A U

G U

S T

C-515

W A

T E

R D

E T

A

IL

I

II

A M

E R

IC

A N W

A T

E R

US Army Corps of Engineers

A P

P R

D A

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D E

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IP

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Y M

$FILEL$

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

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C A

L E

F O

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O O

D T

E X

A S

T

H A

IR

D

E F

E N

S E A

R T

IL

L E

R Y D

IV

IS

IO

N

P N

U .S

A R

M Y C

O R

P S O

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T

A Y

L O

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F O

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O R

T H T

X

S U

P P

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U P

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IV

IT

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A R

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O U

S E

S o li c it a ti o n N o

C o n tr a c t

N o

Is s u e D a te

C H

IE

F

C

IV

IL

S

E C

T

IO

N J

A M

E S W

M C

K E

N Z

IE

P .E

J

M C

K E

N Z

IE

P .E

T S

T O

C K

T O

N

T S

T O

C K

T O

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

NUMBER

SHEET

W

G -1

-B -0

A U

G U

S T

C-516

A

T E

R D

E T

A

IL

I

V

A M

E R

IC

A N W

A T

E R

GUARDS AT FIRE HYDRANTS AND PIV.

SEE DETAIL B/C-519 FOR PLACEMENT OF PIPE

NOTE:

US Army Corps of Engineers

A P

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$FILEL$

A

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D

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1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

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C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

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A T

E

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F O

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IL

L E

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N

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IT

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N o

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F

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IL

S

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IO

N J

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P .E

J

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N

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N

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IN

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IN

G B

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N D

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NUMBER

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W

G -1

-B -0

A U

G U

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C-517

A

T E

R D

E T

A

IL

V

A M

E R

IC

A N W

A T

E R

US Army Corps of Engineers

A P

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Y M

$FILEL$

A

B

C

D

E

F

1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

T

H A

IR

D

E F

E N

S E A

R T

IL

L E

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IV

IS

IO

N

P N

U .S

A R

M Y C

O R

P S O

F E

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IN

E E

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A Y

L O

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F O

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T H T

X

S U

P P

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U P

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IV

IT

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S E

S o li c it a ti o n N o

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N o

Is s u e D a te

C H

IE

F

C

IV

IL

S

E C

T

IO

N J

A M

E S W

M C

K E

N Z

IE

P .E

J

M C

K E

N Z

IE

P .E

T S

T O

C K

T O

N

T S

T O

C K

T O

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

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U C

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N D

IV

IS

IO

N

E N

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IN

E E

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IN

G

NUMBER

SHEET

W

G -1

-B -0

A U

G U

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C-518

A

T E

R D

E T

A

IL

V I

A M

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IC

A N W

A T

SEE DETAIL D/C-502

EXPANSION JOINT

US Army Corps of Engineers

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$FILEL$

A

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F

1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

T

H A

IR

D

E F

E N

S E A

R T

IL

L E

R Y D

IV

IS

IO

N

P N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T

A Y

L O

R S

T

F O

R T W

O R

T H T

X

S U

P P

L Y S

U P

P O

R T A

C T

IV

IT

Y W

A R

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S E

S o li c it a ti o n N o

C o n tr a c t

N o

Is s u e D a te

C H

IE

F

C

IV

IL

S

E C

T

IO

N J

A M

E S W

M C

K E

N Z

IE

P .E

J

M C

K E

N Z

IE

P .E

T S

T O

C K

T O

N

T S

T O

C K

T O

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

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N D

IV

IS

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N

E N

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IN

E E

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IN

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NUMBER

SHEET

W

G -1

-B -0

A U

G U

S T

C-519

N

D P

O N

D D

E T

A

IL

S S

C O

U R P

R O

T E

C T

IO

N M

A T

OUTFALL

EDGE

HOLE FROM

2ND OR 3RD

REQUIREMENTS

ANCHOR

TO MINIMIZE

OVERLAP MATS

SMOOTHNESS.IMPROVE SOIL SURFACE

ENSURE CONSISTENT CONTACT WITH SOIL, OR

ADD EXTRA ANCHORS IF NECESSARY TO

TRANSITION MAT

ANCHORBULLET

TETHERMIN. 36"

SOD

N.T.S.

TO INSTALLATION.

SOIL STRUCTURE PRIOR

FOR CONSISTENT

GRADE OUT ANY RILLS

SMOOTH AND UNIFORM.

GRADE SHOULD BE

MAT

PROTECTION

SCOURSCREWS

HEAVY TAP

OVERLAP USING

BUTT JOINT OR

INSTALLATION WITH SOD

JOINTINSTALLED WITH BUTT

SHINGLED W/ 6" OVERLAP OR

DOWNSTREAM MATS MAY BE

INSTALLATION.SURFACE AFTER

SURFACE OF MAT EVEN WITH TOP OF

ADJACENT SOILS SHOULD BE GRADED SO

EDGE OF HARD SURFACE

REACH FIRM SOIL)

NEEDED TO (INSTALL TO 36" DEEP, IF

AND PUSH ON ONE-WAY STOP

STRAPANCHOR USING FLEXIBLE

ATTACH MAT TO FIRM SOIL WITH

(ASTM D 1557)

LABORATORY DENSITY

TO AT LEAST 90% OFMAXIMUM

6" RAW SUBGRADE COMPACTED

4'

4'

M

IN

(T

Y P

SCOUR PROTECTION MAT W/ SOD

WASHER

DOUBLE LOCK

RECESSED

REF

A

VARIES

BIORETENTION POND DETAILS

N.T.S.

N.T.S.

N.T.S.

DRAIN PIPE ON BOTTOM

4" PVC PERFORATED STORM

COMPOST, 65% SAND)

(20% NATIVE SOIL, 15%

12" PERMEABLE PLANTING SOIL

CLEANOUT

STORM DRAIN

COMPACTED SUBGRADE

COMPACTED SUBGRADE

3" MULCH LAYER

3" MULCH LAYER

COMPOST, 65% SAND)

(20% NATIVE SOIL, 15%

12" PERMEABLE PLANTING SOIL

DRAIN PIPE ON BOTTOM (TYP.)

4" PVC PERFORATED STORM

6" TRANSITION LAYER

6" TRANSITION LAYER

8" DRAINAGE LAYER

NOTES

MAY SPEED UP THE NATURAL COMPACTION PROCESS BY PRESOAKING THE PLACED SOIL.

SHALL NOT PROVIDE ADDITIONAL MANUAL COMPACTION OF THE SOIL. THE CONTRACTOR

ALLOWING TIME FOR NATURAL COMAPACTON AND SETTLEMENT. THE CONTRACTOR

4. THE CONTRACTOR SHALL AVOID OVER-COMPACTION OF THE SOIL MATERIAL BY

OVER THE UNDERDRAIN AND SPREAD MANUALLY.

DROPPING THE GRAVEL FROM HIGH LEVELS. THE CONTRACTOR SHALL SPILL DIRECTLY

3. WHEN PLACING GRAVEL OVER THE UNDERDRAIN, THE CONTRACTOR SHALL AVOID

AND APPROVED BY THE CONTRACTING OFFICER REPRESENTATIVE.

AND THE VEGETATION UNTIL ALL CONTRIBUTING DRAINAGE AREAS HAVE BEEN STABILIZED

2. THE CONTRACTOR SHALL NOT CONSTRUCT THE PERMEABLE PLANTING SOIL LAYER

1. SEE LANDSCAPE PLANS FOR PLANTING INFORMATION.

POND OUTLET

SLOPE VARIES

SLOPE VARIES

US Army Corps of Engineers

A P

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$FILEL$

A

B

C

D

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F

1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

T

H A

IR

D

E F

E N

S E A

R T

IL

L E

R Y D

IV

IS

IO

N

P N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T

A Y

L O

R S

T

F O

R T W

O R

T H T

X

S U

P P

L Y S

U P

P O

R T A

C T

IV

IT

Y W

A R

E H

O U

S E

S o li c it a ti o n N o

C o n tr a c t

N o

Is s u e D a te

C H

IE

F

C

IV

IL

S

E C

T

IO

N J

A M

E S W

M C

K E

N Z

IE

P .E

J

M C

K E

N Z

IE

P .E

T S

T O

C K

T O

N

T S

T O

C K

T O

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

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N D

IV

IS

IO

N

E N

G

IN

E E

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G

NUMBER

SHEET

W

G -1

-B -0

A U

G U

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C-520

G A

T E D

E T

A

IL

S I

F E

N C

E F

A B

R

IC

GATE OPENING

4'-0"

M

IN

M A

X

6" D

IA

10"

6" DIA. P.C. CONC.

NO SCALE

PERSONNEL GATE

TYPE FE6 FENCE

OFFSET HINGE STANDARD HINGE

LATCH ASSEMBLY

DROP ROD ASSEMBLY

GATE POST SCHEDULE

6' OR LESS

MORE THAN 13' TO 18'

MORE THAN 6' TO 13'

MORE THAN 18'

(NOMINAL)

GATE LEAF WIDTH

(NOMINAL)

OUTSIDE DIMENSION

2.875" O.D.

2.5" SQ.

4.0" O.D.

6.625" O.D.

8.625" O.D.

NOTES:

NO SCALE

SWING GATE DETAILS

GATE KEEPER

(TO HOLD GATE OPEN)

PLAN

A

SECTION A

DROP ROD FOUNDATION

SECTION

GATE POST DETAIL

AT CURB AND GUTTER

GATE LEAF

M

IN

M A

X

NO SCALE

DOUBLE SWING GATE (TYPE FE6 FENCE)

ELEVATION

2'-10" FOR POSTS 4" O.D. & LESS

" O.D.8

53'-4" FOR POSTS 6

" O.D.8

53'-10" FOR POSTS 8

4" O.D. & LESS

16" DIA. MIN. FOR GATE POSTS

OVER 4" O.D.

24" DIA. MIN. FOR GATE POSTS

X X

XX

X X X X X X X X X

XXXXXXX

X X X X X X X X X X X X X X

XXXXXXX

X X X X X X X

X X X X X X X

XXXXXXX

X X X X X X X

X X X X X X X

XXXXXXX

X X X X X X X

X X X X

XXXX

X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

XX

X

X X

X

X X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X

X X

X

X X

X

X X

X

X X

X

X X

X X

X X X X X

XXXXX

X X X X X

PLAN

DIRECTION OF GATE SWING (TYP.)

X X

XX

X X X X X X X

XXXXX

X X X X X

GATE OPENING

FE5-48-SO-HD-6

EXAMPLES: FE6-84-DO-RA-24

OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

- HO (OFFSET)

HINGE - RA (STANDARD)

- DO (DOUBLE)

TYPE OPENING - SO (SINGLE)

FENCE HEIGHT - INCHES

FENCE TYPE - FE5, FE6, ETC.

4. GATES SHALL BE DESIGNATED AS FOLLOWS:

CONSTRUCTION OF ALL GATES SUPPLIED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES.

AT CONSTRACTOR'S OPTION, A WELDED HORIZONTAL BRACE MAY BE

CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.

OR 2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE WELDED

3. ALL GATE FRAMES SHALL BE A MINIMUM OF 1.90" NOMINAL (ROUND)

LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS,

INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE MANUFACTURER.

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

HINGE

POST

GATE

HINGE

RAIL AS SPECIFIED

TOP TENSION WIRE OR

BRACE RAIL (TYP.)

GRADE LINE

OR RAIL AS SPECIFIED

BOTTOM TENSION WIRE

TRUSS ROD (TYP.)

LATCH

AND GUTTER

EXIST. CURB

FULL DEPTH

SAWCUT CURB

GATE

3" MIN.

GUTTER

SAWCUT

SAND/GRAVEL

1" I.D. STEEL PIPE

PAVEMENT

BITUMINOUS

SURFACE

PAVED

PAVEMENT

P.C. CONC.

" DIA. DROP ROD2

AND GUTTER

NEW CURB

JOINT

" EXP.2

NEW GATE

WASHER

POST FOUND.

NEW GATE

EXIST. CURB

HINGE

STANDARD

POST

GATE

" EXP. JOINT2

LINE POST

ASSEMBLY

LATCH

GATE FRAME

DROP ROD

" TRUSS RODS8

FABRIC

CHAIN-LINK

RAIL AS SPECIFIED

TOP TENSION WIRE OR

HINGE

OR RAIL AS SPECIFIED

BOTTOM TENSION WIRE

RAIL (TYP.)

BRACE

LINE POST

(TYP.)

TRUSS ROD

(TYP.)

BRACE RAIL

LINE

GRADE

GATE FRAME

CHAIN-LINK FABRIC OF BARBED-WIRE

3 VERTICAL STRANDS

BARBED WIRE

3 STRANDS OF

BARBED-WIRE

3-STRANDS OF

BARBED-WIRE

3 STRANDS OF

BARBED WIRE

3-STRANDS OF

BARBED WIRE

3-STRANDS OF

F E

N C

E F

A B

R

IC

US Army Corps of Engineers

A P

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$FILEL$

A

B

C

D

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1 2 3 4 5 6 7 8 9

$DATE$ $TIME$

S u b m it te d b y

C h e c k e d b y

D ra w n b y

D e s ig n e d b y

P L

O T D

A T

E

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

T

H A

IR

D

E F

E N

S E A

R T

IL

L E

R Y D

IV

IS

IO

N

P N

U .S

A R

M Y C

O R

P S O

F E

N G

IN

E E

R S

T

A Y

L O

R S

T

F O

R T W

O R

T H T

X

S U

P P

L Y S

U P

P O

R T A

C T

IV

IT

Y W

A R

E H

O U

S E

S o li c it a ti o n N o

C o n tr a c t

N o

Is s u e D a te

C H

IE

F

C

IV

IL

S

E C

T

IO

N J

A M

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M C

K E

N Z

IE

P .E

J

M C

K E

N Z

IE

P .E

T S

T O

C K

T O

N

T S

T O

C K

T O

N

E N

G

IN

E E

R

IN

G B

R A

N C

H

C O

N S

T R

U C

T

IO

N D

IV

IS

IO

N

E N

G

IN

E E

R

IN

G

NUMBER

SHEET

W

G -1

-B -0

A U

G U

S T

FH_69ADA_SSA-C-520----.dgn 8/13/2019 10:08:00 AM

C-520A

G A

T E D

E T

A

IL

S I I

M

IN

M A

X

6" D

IA

10"

6" DIA. P.C. CONC.

OFFSET HINGE STANDARD HINGE

LATCH ASSEMBLY

DROP ROD ASSEMBLY

GATE POST SCHEDULE

6' OR LESS

MORE THAN 13' TO 18'

MORE THAN 6' TO 13'

MORE THAN 18'

(NOMINAL)

GATE LEAF WIDTH

(NOMINAL)

OUTSIDE DIMENSION

2.875" O.D.

2.5" SQ.

4.0" O.D.

6.625" O.D.

8.625" O.D.

NOTES:

NO SCALE

SWING GATE DETAILS

GATE KEEPER

(TO HOLD GATE OPEN)

PLAN

A

SECTION A

DROP ROD FOUNDATION

SECTION

GATE POST DETAIL

AT CURB AND GUTTER

GATE LEAF

M

IN

M A

X

NO SCALE

DOUBLE SWING GATE (TYPE FE5 FENCE)

ELEVATION

2'-10" FOR POSTS 4" O.D. & LESS

" O.D.8

53'-4" FOR POSTS 6

" O.D.8

53'-10" FOR POSTS 8

4" O.D. & LESS

16" DIA. MIN. FOR GATE POSTS

OVER 4" O.D.

24" DIA. MIN. FOR GATE POSTS

X

PLAN

DIRECTION OF GATE SWING (TYP.)

GATE OPENING

AND GUTTER

EXIST. CURB

FULL DEPTH

SAWCUT CURB

GATE

3" MIN.

GUTTER

SAWCUT

SAND/GRAVEL

1" I.D. STEEL PIPE

PAVEMENT

BITUMINOUS

SURFACE

PAVED

PAVEMENT

P.C. CONC.

" DIA. DROP ROD2

AND GUTTER

NEW CURB

JOINT

" EXP.2

NEW GATE

WASHER

POST FOUND.

NEW GATE

EXIST. CURB

HINGE

STANDARD

POST

GATE

" EXP. JOINT2

LINE POST

ASSEMBLY

LATCH

GATE FRAME

DROP ROD

" TRUSS RODS8

FABRIC

CHAIN-LINK

RAIL AS SPECIFIED

TOP TENSION WIRE OR

HINGE

OR RAIL AS SPECIFIED

BOTTOM TENSION WIRE

RAIL (TYP.)

BRACE

LINE POST

(TYP.)

TRUSS ROD

(TYP.)

BRACE RAIL

LINE

GRADE

GATE FRAME

CHAIN-LINK FABRIC

F E

N C

E F

A B

R

IC

FE5-48-SO-HD-6

EXAMPLES: FE6-84-DO-RA-24

OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

- HO (OFFSET)

HINGE - RA (STANDARD)

- DO (DOUBLE)

TYPE OPENING - SO (SINGLE)

FENCE HEIGHT - INCHES

FENCE TYPE - FE5, FE6, ETC.

4. GATES SHALL BE DESIGNATED AS FOLLOWS:

CONSTRUCTION OF ALL GATES SUPPLIED.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER RIGID

USED IN LIEU OF TRUSS RODS TO BRACE ALL WELDED GATE FRAMES.

AT CONSTRACTOR'S OPTION, A WELDED HORIZONTAL BRACE MAY BE

CONSTRUCTION OR SHALL BE ASSEMBLED USING HEAVY FITTINGS.

OR 2.00" NOMINAL (SQUARE). GATE FRAMES SHALL BE WELDED

3. ALL GATE FRAMES SHALL BE A MINIMUM OF 1.90" NOMINAL (ROUND)

LATCH ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

2. SWING GATES SHALL BE CONSTRUCTED WITH DROP RODS, PADLOCKS,

INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE MANUFACTURER.

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT

US Army Corps of Engineers

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C-520B

F E

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A

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S I

NO SCALE

16" MIN. DIA.

M

IN

M

IN

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10" MIN. DIA.

NO SCALE

FASTENING DETAILS

TRUSS ROD AND BAND

ROUND POST

BRACE RAIL CLAMP DETAILS

H-BEAM

TENSION BAND DETAIL

END OR GATE POST DETAIL

(T

Y P

2.25" x 1.70"

2.25" x 1.70"

2.375" O.D. 2.875" O.D.

2.25" x 1.70"

1.90" O.D.

2.25" x 1.70"

1.875" x 1.625"

3.50" x 3.50"

2.00" SQ.

2.375" O.D. 2.875" O.D.

2.50" SQ.

3.50" x 3.50"

3.00" SQ.

4.00" O.D.

1.66" O.D.

1.50" O.D.

1.625" x 1.50"

1.625" x 1.25"C-SECTION (ROLL-FORMED)

H-SECTION

TUBULAR - SQUARE

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

C-SECTION (ROLL-FORMED)

TUBULAR - ROUND

LINE POSTS

C-SECTION (ROLL-FORMED)

TUBULAR - SQUARE

TUBULAR - ROUND

CORNER, END & PULL POSTS

USE AND SECTION

FABRIC LESS THAN 72"

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

STEEL POST SCHEDULE

FABRIC 72" TO 96" FABRIC OVER 96"

NOTES:

FENCE LEGEND:

H-BEAM ROUND POST

LINE POST ATTACHMENTS

TOP OR BRACE RAIL ATTACHMENT

GROUNDING DETAIL

NO SCALE

NO SCALE

BRACE PANEL DETAIL

10'-0" MAX. 10'-0" MAX.

NOTE:

STRAIGHT RUNS EXCEED 500 FEET.

PROVIDE BRACE PANEL WHENEVER

10'-0" MAXIMUM

X X X X X X

XX

X XXXXXXXXXXX

X

X X X X X X

X X X X XXXXX

X X X X X X X

XXXXXX

X X X X X X

X X X X

XXXX

X X X X X X X

XXX

X X X

X X X X X

XXXXX

X X X X X

X

X

X

X

X

X X

X X

X X

X

XXX

X

X

X

NO SCALE

EXTENSION ARM DETAILS

LINE POST CORNER POST

1'-0"

45 DEGREES

1' -6 " 6"

T Y P

1' -1 0" 7.

5" (T

YP.

35 DEGREES

X X X X X

XXXXX

X X X X X

X X X X

X

XX

XXX

X X

X X X X

XXXX

X X X X

X X X X

XXXX

X X X X

X

X

X X

X

X

H-SECTION

FE6 CHAIN-LINK SECURITY FENCE DETAIL

LINE POST

TOP RAIL OR TENSION WIRE

BRACE RAIL

(TYP.)

TIE WIRES

(3/8" MIN. DIA.)

TRUSS ROD

CONCRETE BASE

OR PULL POST

CORNER, END,

TIE WIRES (TYP.)

LINE POST

GRADE

WIRE

TENSIONOF FABRIC

BOTTOM

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

BASE

CONCRETE

(3/8" MIN. DIA.)

TRUSS ROD

BAND

TENSION

(3/8" MIN. DIA.)

TRUSS ROD

WIRE

TENSION

CARRIAGE BOLT

TENSION BAR

EACH FABRIC LINK

TENSION BAR TO ENGAGE

FABRIC

TOP AND BOTTOM OF FABRIC)

(15" O.C. MAX. AND WITHIN 4" FROM

TENSION BAND

FABRIC

(2'-0" O.C. MAX.)

9-GAGE TIE WIRES

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

(15" O.C. MAX AND

TIE WIRE

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

(15" O.C. MAX AND

TIE WIRE

STEEL GROUND ROD

3/4" DIA. COPPER-CLAD

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

COPPER WIRE

#8 AWG SOLID

FENCE POST

TRUSS ROD TRUSS ROD

LINE POSTLINE POST BRACE RAILS

RAILS

BRACE

PULL POST

TENSION WIRE

TOP RAIL OR

(TYP.)

TIE WIRES

ON EXTENSION ARMS

BARBED-WIRE APRON

RIVETED FLUSH (TYP.)

" PLAIN PIN8

RIVETED FLUSH (TYP.)

3/8" PLAIN PIN

LOCK PIN (TYP.)

WIRE (TYP.)

BARBED

F A

B R

IC

W

ID

T

H

FINAL NUMBER IS FABRIC WIDTH IN INCHES

TBR - FENCE WITH TOP AND BOTTOM RAILS

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TO THE TOP OF THE FOUNDATION.

INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP

4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID

3. NOT USED.

SECURE AREA.

FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

MANUFACTURER.

NOT INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE

US Army Corps of Engineers

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NO SCALE

16" MIN. DIA.

M

IN

M

IN

10'-0" MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

10" MIN. DIA.

NO SCALE

FASTENING DETAILS

TRUSS ROD AND BAND

ROUND POST

BRACE RAIL CLAMP DETAILS

H-BEAM

TENSION BAND DETAIL

END OR GATE POST DETAIL

(T

Y P

2.25" x 1.70"

2.25" x 1.70"

2.375" O.D. 2.875" O.D.

2.25" x 1.70"

1.90" O.D.

2.25" x 1.70"

1.875" x 1.625"

3.50" x 3.50"

2.00" SQ.

2.375" O.D. 2.875" O.D.

2.50" SQ.

3.50" x 3.50"

3.00" SQ.

4.00" O.D.

1.66" O.D.

1.50" O.D.

1.625" x 1.50"

1.625" x 1.25"C-SECTION (ROLL-FORMED)

H-SECTION

TUBULAR - SQUARE

TUBULAR - ROUND

TOP, BOTTOM & BRACE RAILS

C-SECTION (ROLL-FORMED)

TUBULAR - ROUND

LINE POSTS

C-SECTION (ROLL-FORMED)

TUBULAR - SQUARE

TUBULAR - ROUND

CORNER, END & PULL POSTS

USE AND SECTION

FABRIC LESS THAN 72"

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

STEEL POST SCHEDULE

FABRIC 72" TO 96" FABRIC OVER 96"

NOTES:

FENCE LEGEND:

H-BEAM ROUND POST

LINE POST ATTACHMENTS

TOP OR BRACE RAIL ATTACHMENT

GROUNDING DETAIL

NO SCALE

NO SCALE

BRACE PANEL DETAIL

10'-0" MAX. 10'-0" MAX.

NOTE:

STRAIGHT RUNS EXCEED 500 FEET.

PROVIDE BRACE PANEL WHENEVER

10'-0" MAXIMUM

NO SCALE

EXTENSION ARM DETAILS

LINE POST CORNER POST

1'-0"

45 DEGREES

1' -6 " 6"

T Y P

1' -1 0" 7.

5" (T

YP.

35 DEGREES

H-SECTION

FE5 CHAIN-LINK SECURITY FENCE DETAIL

LINE POST

TOP RAIL OR TENSION WIRE

BRACE RAIL

(TYP.)

TIE WIRES

(3/8" MIN. DIA.)

TRUSS ROD

CONCRETE BASE

OR PULL POST

CORNER, END,

TIE WIRES (TYP.)

LINE POST

GRADE

WIRE

TENSIONOF FABRIC

BOTTOM

(9 GAGE, 2" MESH)

CHAIN-LINK FABRIC

BASE

CONCRETE

(3/8" MIN. DIA.)

TRUSS ROD

BAND

TENSION

(3/8" MIN. DIA.)

TRUSS ROD

WIRE

TENSION

CARRIAGE BOLT

TENSION BAR

EACH FABRIC LINK

TENSION BAR TO ENGAGE

FABRIC

TOP AND BOTTOM OF FABRIC)

(15" O.C. MAX. AND WITHIN 4" FROM

TENSION BAND

FABRIC

(2'-0" O.C. MAX.)

9-GAGE TIE WIRES

STEEL GROUND ROD

3/4" DIA. COPPER-CLAD

OF COPPER

CLAMP-TYPE FITTING

WELD OR APPROVED

MOLDED EXOTHERMIC

COPPER WIRE

#8 AWG SOLID

FENCE POST

TRUSS ROD TRUSS ROD

LINE POSTLINE POST BRACE RAILS

RAILS

BRACE

PULL POST

(TYP.)

TIE WIRES

RIVETED FLUSH (TYP.)

" PLAIN PIN8

RIVETED FLUSH (TYP.)

3/8" PLAIN PIN

LOCK PIN (TYP.)

WIRE (TYP.)

BARBED

F A

B R

IC

W

ID

T

H

FINAL NUMBER IS FABRIC WIDTH IN INCHES

TBR - FENCE WITH TOP AND BOTTOM RAILS

TYPE FE6 - CHAIN-LINK FENCE W/BARBED-WIRE ON SINGLE OUTRIGGER

TO THE TOP OF THE FOUNDATION.

INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP

4. C-SECTION POSTS SHALL BE INSTALLED SO THAT THE VOID

3. NOT USED.

SECURE AREA.

FABRIC SHALL BE PLACED ON THE OPPOSITE SIDE OF THE

ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

2. WIRE TIES, RAILS, POSTS, AND BRACES SHALL BE CONSTRUCTED

MANUFACTURER.

NOT INTENDED TO LIMIT METHOD OF INSTALLATION TO ONE

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

(15" O.C. MAX AND

TIE WIRE

9-GAGE STEEL

OF FABRIC)

TOP AND BOTTOM

WITHIN 4" FROM

(15" O.C. MAX AND

TIE WIRE

9-GAGE STEEL

US Army Corps of Engineers

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VAN ACCESSIBLE

GAUGE NON-RUSTING ALUMINUM.

12" WIDE x 18" HIGH AND BE MADE OF 0.080

ALL RESERVED PARKING SIGNS SHALL MEASURE2.

BLACK BORDER.

WHITE BACKGROUND WITH BLACK LETTERS AND

ALL RESERVED PARKING SIGNS SHALL HAVE1.

NOTES:

N.T.S.

REF

N.T.S.

REF HANDICAPPED PARKING SIGN

MOUNTING HARDWARE

3/8" DIA. STAINLESS STEEL

TO POST

MOUNT SIGN SECURELY

2-1/2" O.D. STEEL SIGN POST

FINISHED GRADE

AND 10" MAX. ABOVE

CONNECTION 8" MIN.

PROVIDE BREAK-AWAY

CONCRETE

N.T.S.

REF NO PARKING STRIPING DETAIL

6"

6"

94°

148° 3"

114°

PAINT WHITE

45°

PAINT WHITE

PAINT ROYAL BLUE

30"

36"

33" 38" 13"

19"

28"

14"

25"

13"

L

42"

SPACE

C

59°

N.T.S.

84"

114"

9" R

9"

6"

6"

2' R

42"

HANDICAPPED SYMBOL DETAIL

45 DEG.

(TYP)

REF

D

B

C

FINISHED GRADE

1'-0"

A

L L S

IG

N S

T Y

P

E

12"

12"

R7-8A

MUTCD

2" I.D. PIPE

12" DIA. CONC. FOOTING

CONCRETE CAP

YELLOW

BE PAINTED SAFETY

BOLLARDS SHALL

FINISHED GRADE

FOOTING

NEW CONCRETE

6" (TYP)

(SEE PLANS FOR REQ. DIA.)

FILLED SOLID WITH CONCRETE

SCH80 STEEL PIPE

1'-4" (8" DIA.)

1'-0" (4" DIA.)

N.T.S.

REF

A

PIPE GUARD DETAIL

TRAFFIC SIGN MOUNTING DETAILS

3"

"8 31 "8

11 "8

30" X 30"

MUTCD R1-1

N.T.S.

REF STOP SIGN DETAIL

" HOLES8

F

LETTERS - WHITE REFLECTIVE

BORDER - WHITE REFLECTIVE

BACKGROUND - RED REFLECTIVE

3/4"

30"

"C

WHITE FOR HANDICAP (TYP)

STRIPES FOR FIRE STRIPING.

4" WIDE PAINTED YELLOW

FIRE LANE - NO PARKING FIRE LANE - NO PARKING

(TYPICAL)

ON RED BACKGROUND

4" HIGH LETTER (WHITE)

N.T.S.

REF FIRE LANE STRIPING

G

(T Y

P

10' MAX

RED BACKGROUND

6" (TYP)

WHERE CURB IS PRESENT.

PLACED ON THE FACE OF CURB

FIRE LANE STRIPING SHALL BE 1.

NOTE:

FOR INSTALLATION

SEE DETAIL B THIS SHEET

MUTCD

PLACE PER

PAVEMENT

ADJACENT

LOCATION

FOR TYPE &

SIGN, SEE PLANS

S E

E P

L A

N

3'-0" (TYP)

SEE PLAN

SIGN POST

2" DIA. STEEL

INTO PIPE.

POST A MIN. OF 4"

INSIDE OF PIPE. SCREW

THREAD END OF POST

FINISH GRADE

US Army Corps of Engineers

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U

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IL

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TT

A

C-521B

REF

A

N.T.S.

34'

16'

4'

1'

1'-6" 1'

CONTRACTION JOINT

IN SLAB STEEL (TYP)

- PROVIDE 3" CLEAR COVER

THROUGH SLAB NO REINF. STEEL

PROVIDE 3/4" EXP. JOINT

T T

A

C-521B

REF

B

N.T.S.

66'

16'

4'

1'

1'-6" 1'

CONTRACTION JOINT

IN SLAB STEEL (TYP)

- PROVIDE 3" CLEAR COVER

THROUGH SLAB NO REINF. STEEL

PROVIDE 3/4" EXP. JOINT

T

AND SCREEN WALL DETAILS

4-DUMPSTER PAD

AND SCREEN WALL

2-DUMPSTER PAD

T

3,000 PSI CONCRETE.

THE CONTRACTOR MUST USE MIN.

NOTE:

SECTION

C-521B

A

CONST JT

#3 @ 12" O.C.E.W.

6" CONC. SLAB W/

EXTERIOR

ARCHITECTURAL

MATCH

w/ JOINTS TO RECEIVE SEALANT

PRECAST CONCRETE COPING

IN BOND BEAM

2 - #4 BARS CONT.

TURFED AREA

LAP LENGTHS

SEE STRUCTURAL FOR

#4 DOWELS @ 16" O.C.,

EQ. SPACED

3 - #3 BARS

THRU SLAB

PROVIDE 1#2" EXP. JOINT

CONC. BASE

CONCRETE CAP

ALT. ENDS

STD 90^ HOOK

#5 @ 12" O.C.E.W.

CONTAINING REINFORCEMENT

GROUT ALL CELLS

BOND BEAM

BETWEEN COPING AND

#4 ANCHORS @ 18" O.C.

@ CAP

FLASHING G

R

O U

T E

N D

M

IN

/2

(TYP BACK AND SIDES)

" EXP. JOINT4

(TYP BACK AND SIDES)

JOINT SEALANT

SEE PIPE GUARD DETAIL A/C-521

3'-0"

1-0"

1'-6"

T Y

P

1'-0"

1'-0"

1'-0"

DETAIL A/C-521

4" PIPE GUARD (TYP)

DETAIL A/C-521

4" PIPE GUARD (TYP)

VARIES

ELEVATION REQMTS

SEE NOTES FOR TOP

4 DUMPSTER ENCLOSURE = 891.53'

2 DUMPSTER ENCLOSURE = 888.01'

TOP ELEVATION BEFORE COPING/CAP IS AS FOLLOWS:2.

TOTAL LENGTH OF WALL.

CONTRACTOR SHALL MAINTAIN TOP ELEVATION FOR1.

NOTE:

REINFORCING AT 16" O.C.

HORIZONTAL JOINTS

BARS VERTICAL @ 16" O.C. AND

8" x 8" x 16" SPLIT FACE CMU W/#4

US Army Corps of Engineers

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FH_69ADA_SSA-C-521B----.dgn 8/12/2019 3:26:24 PM

C-522

N A

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A S D

E T

A

IL

S

N.T.S.

REF

B

GAS MAINS & SERVICE LINES

DETAIL FOR UNDERGROUND

N.T.S.

REF VALVE BOX DETAIL

GAS VALVE/

A

N.T.S.

REF

CU101

C

SERVICE CONNECTION

TYPICAL GAS

N.T.S.

REF

CU101

D

RISER DETAIL

ANODELESS GAS

HAVE HIGH PRESSURE AUTOMATIC SHUTOFF, INTERNAL RELIEF, AND LOW PRESSURE AUTOMATIC SHUTOFF, MANUAL RESET. UNIONS ARE NOT ALLOWED ON

GENERAL NOTES: GAS CONSTRUCTION SHALL COMPLY WITH THE MORE STRINGENT REQUIREMENTS OF 49 CFR, PART 192, ASME B31.8, AGA-01, AND

THE MANUFACTURERS RECOMMENDATIONS. UNDERGROUND VALVES SHALL BE FULL-SIZED POLYETHYLENE BALL VALVES, AND SHALL BE IN GOVERNMENT-

APPROVED VALVE BOXES WITH LOCKING LIDS. ALL ROAD CROSSINGS SHALL BE BORED, ENCASED IN SCHEDULE 40 BLACK STEEL PIPE WITH PROTECTIVE

COATING. THE PIPE SHALL BE SEPARATED FROM THE CASING BY INSULATING SPACERS, AND CASING SEALED AT THE ENDS WITH CASING BUSHINGS. NO

FITTINGS ALLOWED IN CASINGS, EXCEPT COUPLINGS, WHICH SHALL BE AVOIDED WHERE POSSIBLE. IN AREAS WHERE EXISTING AGGREGATE BASE MATERIAL

CORRESPONDING, DECREASED, COMPACTED BACKFILL SPECIFIED IN DETAIL BELOW. SURFACE SHALL BE SEAL-COATED, AS APPLICABLE TO MATCH EXISTING.

IS DISTURBED, 12 INCHES OF NEW STABILIZED AGGREGATE BASE COURSE COMPACTED TO 100% MAXIMUM DENSITY SHALL BE PLACED ON TOP OF THE

FOR PAVED SURFACES, 9 INCHES OF GOVERNMENT-APPROVED BASE MATERIAL SHALL BE PLACED AND COMPACTED AS MENTIONED ABOVE. EXISTING

PAVING SHALL BE SAWCUT, STEPPED BACK 12 INCHES EACH SIDE OF TRENCH, AND 3 INCHES (MINIMUM, MATCH EXISTING IF GREATER) HMAC PLACED

AND COMPACTED TO 97%-100% MAXIMUM DENSITY, FLUSH WITH EXISTING TOP SURFACE. ALL CONNECTIONS OF NEW PIPE TO EXISTING MAINS SHALL

BE ACCOMPLISHED BY HOT TAP. GOVERNMENT-APPROVED ANODELESS RISER SHALL BE USED AT ALL SERVICE RISERS. GAS SERVICE REGULATOR SHALL

HIGH PRESSURE SIDE OF THE REGULATOR.

N.T.S.

REF PIPING SCHEMATIC

GAS SERVICE CONNECTION

E

TOP OF FINISHED GRADE

AND FITTINGS (CENTERED IN TRENCH).

POLYETHYLENE 2406, SDR 11 MINIMUM, GAS PIPE

SANDBEDDING

COMPACT EACH LAYER TO 95% MAXIMUM DENSITY.

OPERATED MACHINE COMPACTORS (8" FOR OTHERS).

IN LIFTS NOT EXCEEDING 6 INCHES (LOOSE) FOR HAND

BACKFILL MATERIAL CLASSIFIED SATISFACTORY; PLACE

X 1500 PSI CROSSWISE MINIMUM STRENGTH).

IDENTIFYING LETTERING (1750 PSI LENGTHWISE

MARKING TAPE (NO FOIL BACKING), YELLOW, WITH

4 MIL MINIMUM X 6-INCH WIDE, POLYETHYLENE

AND VALVE BOXES (KEEP ISOLATED FROM PIPE).

LEADS BROUGHT UP ABOVE GRADE AT ALL RISERS

#10 AWG, THWN, CU, YELLOW TRACER WIRE, 12" MINIMUM

S A

N D

B E

D

"M

IN

O .D

P

IP

E

M

IN

(6" MIN)

TRENCH WIDTH

DIAMETER FOR

3 TIMES PIPE

FINISHED GRADE

TYPE SERVICE BOX

CAST IRON EXTENSION

FOR WELDING

STEEL SERVICE TEE

SWING JOINT OUTLET

WELDING SADDLE

GAS MAIN

TOP & BOTTOM.

#3 BARS, 8" BOTH WAYS

MAIN OR VALVE.

VALVE BOX NOT TO TOUCH

SAND BEDDED POLYETHYLENE (PE)

SDR 11 BALL VALVE & SDR 11 PE PIPE.

SPECIAL WRENCH FOR

(1" MIN. LETTERS)

REMOVAL, WITH "GAS"

CAST IN COVER.

SET FLUSH

WHEN IN A

SIDEWALK.

VENTED VALVE BOX, 6" MIN. OPENING SIZE

WITH 12" BELL, ADJUSTABLE EXTENSION

TYPE, SLIP TYPE OF ABS PLASTIC WITH CAST

IRON COLLAR (HEAVY DUTY CAST IRON COLLAR

IN ROADWAYS).

NOTES:

SIDEWALK, SET

2" ABOVE GRADE.

YELLOW COLORED

LOCKING COVER REQUIRINGIF NOT IN

ROADWAY OR

CONCRETE DISK

A SIDEWALK OR

FINISHED GRADE

WHEN NOT IN

IN ROADWAY.

1. LENGTH OF BOXES SHALL ACCOMODATE THE

VALVE LOCATION WITHOUT FULL EXTENSION.

DEPTH OF COVER OVER THE PIPE AT THE

2. TRACER WIRES SHALL BE BROUGHT UP IN

EACH VALVE BOX, WITH MINIMUM OF 12"

SPARE LEAD ABOVE FINISHED GRADE.

VALVES LOCATED IN PAVED AREAS.

BASE SHALL BE 2 EACH 4" MIN. LIFTS,

ALL PAVED AREAS: 4" MIN. HMAC, 3'

MIN. DIA., ON TOP OF BASE MATERIAL.

CONCRETE DISK 2' DIA. X 8" THK. CAST

AROUND TOP OF EACH VALVE BOX, EXCEPT

BASE SHALL BE 2 EACH 4" MIN. LIFTS,

EACH LIFT COMPACTED TO 100% DENSITY.

FOR STABILIZED SHOULDER OF ROADWAY,

WITH CONCRETE DISK.

GAS TUBE ASSEMBLY

CENTERING RING(S)

COMPRESSION RING

O-RING SEAL

12" PIGTAIL30"

N

IP

P L E

E X

P O

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D

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O N

E

THREAD PROTECTOR

(TYP BOTH ENDS)

RISER BODY CASE, SCH 40

EPOXY COATED

SLIP-ON

MOISTURE SEAL

POLYETHYLENE

SDR-11, SIZED

TO SERVICE

MPT, SIZED TO SERVICE

FINISHED GRADE

GAS TO BUILDING

LOW PRESSURE

GAS COCK (TYPICAL)

NORMALLY CLOSED LOCKING GAS COCK

FULL LINE SIZE BY- PASS WITH

EXTERIOR

BUILDING INTERIOR

REGULATOR

GAS PRESSURE

TRANSMITTER

IMAC PULSIMATIC

ANODELESS RISER

MARKER TAPE

INSULATION UNION (TYPICAL)

SLEEVE AND SEAL

PE PIPE

TRACE WIRE

TYPE SERVICE BOX

PROVIDE CAST IRON EXTENSION

J-BOX

" PLUG (TYPICAL)8

3AND

PLUGGED TEE WITH BUSHING

" PLUG (TYPICAL)8

3AND

PLUGGED TEE WITH BUSHING

FILL OPENING WITH CAULKING

LARGER THAN GAS PIPE O.D.

"2

1SLEEVE SIZE MIN.

TEE STRAINER WITH PETES PLUG

VALVE WITH OPERATING NUT

(POLY) SERVICE SHUT- OFF

FROM J-BOX TO DDC PANEL

CONDUIT WITH CONDUCTORS

(DIAPHRAGM TYPE)

GAS METER

TRANSMITTER WIRING STRAPPED TO PIPING

NOTES:

1. COORDINATE INSTALLATION WITH BASE UTILITY CONTRACTOR.

2. ALL INDOOR REGULATORS TO BE PIPED TO OUTDOORS FROM RELIEF VENTS.

UPON BUILDING REGULATOR PRESSURE ABOVE MFR RECOMMENDED INLET PRESSURE.

3. PROVIDE WITH CORRECT INLET PRESSURE AT ALL USING DEVICES BASED

US Army Corps of Engineers

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C-523

O V

E R

F L

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A I

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T

PLAN OF TOP SLAB

N.T.S.

B

B

SECTION B-B

N.T.S.

NON-CORROSIVE STEPS

12"

24"

12"

3-3/8"

1/2" GRADE 60

STEEL REINFORCEMENT

#5 BENT BARS IN

THE FOUR CORNERS

3" FILLET IN

OPENING

T T

#4 BARS AT 6"

CENTERS EACH WAY

#5 BENT BAR

(TYP. ALL

CORNERS)

TOOLED

JOINT

TYPICAL

COVER

C.I.

12"

16"

MANHOLE OPENING.

WITH THE PIPE(S) AND SHALL BE EASILY ACCESSIBLE FROM THE

STEPS SHALL BE PLACED ON A WALL WHICH WILL NOT CONFLICT 6.

NO HIGHER THAN 2' FROM THE FLOOR.

INSIDE OF THE TOP OF THE INLET, AND THE BOTTOM STEP SHALL BE

THE TOP STEP SHALL BE NO GREATER THAN 1' BELOW THE 5.

STAGGERED 12" ON CENTERS HORIZONTALLY.

STEPS SHALL BE PLACED 12" ON CENTERS VERTICALLY AND 4.

STEPS ARE REQUIRED FOR ALL INLETS 4' AND DEEPER.3.

MANUFACTURERS DIRECTION.

NUMBER ML-10 OR APPROVED EQUAL TO BE INSTALLED PER

M.A. IND. INC. NUMBER "PS1-PF" STEPS OR AMERICAN STEP CO., 2.

STEPS SHALL CONFORM TO ASTM C478-88a.1.

NOTES:

W + 2T

COVER

2" MIN.

6"

6"

W

W + 2T

W - OPENING

T T

W

T

W T

T

400LBS. TOTAL WEIGHT (LIGHT DUTY)

30" DIA. OPENING,

CAST IRON MANHOLE FRAME AND COVER,

CONSTRUCTION JOINT

WHERE APRON MEETS WALLS

INLET SIZE T W

6' SQUARE

9' SQUARE

9"

9"

6'-0"

9'-0"

WALLS AND BOTTOM

REINF. BARS-12" CENTERS

REINF. BENT BAR ON 12" CENTERS TO

CONNECT APRON TO INLET WALLS

ADDITIONAL

REINFORCING

STEEL REINF. BARS

- 3' LONG

11.LIGHT BROOM FINISH ON ALL SURFACES.

10.ALL DROP INLETS SHALL HAVE ONE OPENING ON EACH SIDE UNLESS OTHERWISE SHOWN ON PLANS.

9.ALL BACKFILLING SHALL BE PERFORMED BY MECHANCIAL TAMPING TO 95% STANDARD PROCTOR DENSITY.

8.ALL DIMENSIONS RELATING TO REINFORCING STEEL ARE TO CENTER OF BARS.

7. ALL BARS INERCEPTIONG THE RING & COVER OPENING AND PIPE OPENINGS SHALL BE FIELD CUT.

6.ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2" ON INSIDE FACE WALL.

5.ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4"

4.ALL CONCRETE SHALL BE CLASS "A".

9' FOOT SQUARE INLET #6 BAR

5' FOOT SQUARE INLET #4 BAR

3.REINFORCEMENT BAR SIZE:

2.ALL REINFORCING STEEL SHALL BE GRADE 60.

CENTERS BOTH WAYS FOR TOP SLAB.ADDITIONAL REINFORCING STEEL SHALL BE PLACED AROUND MANHOLES AS SHOWN.

1.REINFORCING STEEL SHALL BE ON 12" CENTERS BOTH WAYS FOR BOTTOM SLAB AND WALLS, AND ON 6"

GENERAL NOTES:

N.T.S.

REF

A

C523

A

C523

SECTION A

ABOVE GRADE

INLET OPENING 2'

FINSHED GRADE

FINSHED GRADE

OVERFLOW DROP INLET DETAIL

ABOVE GRADE

INLET OPENING 2'

OPENING ON 4 SIDES

US Army Corps of Engineers

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01111111111°0

D

Ollllllilll00 E

IJ .. O.

D

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$DATE$ $TIME$

$FILEL$

LJ

5-SA

3-SA

11-RC

5-SA

3 4 5

I I I I I I I I I I I I I I I I I I I I

5-VR

7-AG :f i=: +

3-VR

3-AG

"' "' "' -i, '":;l,--S,:c,,.;:.H-jt-:

:J--t-

-=======�W-------l-----l"'

5-VR

SEE CIVIL FOR

SCOURSTOP

INSTALLATION

"' "' 'I-" V

"' "' "' w

"' "' .... ,j,, "' ..... "' "V n

�;:;:;::?::;;::;J7+�+�+':"+7+�+�+�+':"+7+�+-:;+':'+7+�+:-J...,"'...,"'...,"'...,"'

3-VR

6"CONCRETE

EDGING

2-PM

7 8

3-PM

/!ij LI----l.--'-,jllpl.....L-..L-_,L__L____L_--1

0 50' 100' - -

LEGEND

I \(CV -v I

1� 7

Bvc/Jloe dactyloides

BUFFALOGRASS

Mv/Jlenbe/[lta cap1llan:S var.

li'ega/ Ml:SI'

PINK MUHL Y GRASS

14/Jvrnvm ml7dvlvm - VR

RUSTY BLACKHAW VIBURNUM

R/Jvs /anceo/ala - RL

PRAIRIE FLAME-LEAF SUMAC

Cercl.S' canadensl.S' var. texensl.S' - CCT

TEXAS REDBUD

Amorp/Ja lft.tlicosa -AF

FALSE INDIGO

R/Jamnvs caroliniana - RC

CAROLINA BUCKTHORN

/lex vom11om -IV

YAUPON HOLLY

Acer grandidentatvm -AG

BIG TOOTH MAPLE

Pmnvs mexicana -PM

MEXICAN PLUM

6"CONCRETE

EDGING

Qvercvs macrocatpa - QM

BUR OAK

8-RC

a.

...J w z

...J a.

...J w z

...J

Sop/Jom ar/7nis SA

EVE'S NECKLACE

II

!;i:!;i:

.I"' ..... ..... "' ..., ..... ..... "' ..... "' "' ..... "' ..... "' , ..... ..... ..... ..... ..... ..... ..... ..... ..... "' ..... ..... ..... ..... ..... .... ..... "' "' "' "' ..... "' ..... "' "' ..... "' .., "' 1"' "' ..... ..... ..... ..... "' "' "' "' ..... ..... ..... ..... "' ..... ..... "' "' "' ..... ..... "' ..... "' "' "' "' ..... ..... 1 ...... ..... ...... "' "' "' "' ..... ..... ...... "' "' "' "' "' "' "' "' ...... "' "' "' "' "' "' "' "' "' "'J

I GENERAL NOTE

11, SEE CIVIL CD101 FOR TREE REMOVAL.

12. IN ACCORDANCE TO THE FORT HOOD

INSTALLATION POLICY - "ANY TREE

THAT MUST BE REMOVED AS A RESULT OF

CONSTRUCTION ACTIVITIES, TEN NATIVE TREES

MUST BE PLANTED (10:1 RATIO) TO REPLACE IT.

EACH REPLACEMENT TREE SHALL BE A

MINIMUM OF 2 INCHE CALIPER."

I 3. 112 TREES SHALL BE INSTALLED PER PLAN.

I SEE L-501 FOR PLANT LIST.

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----------------------------------------------------------------------------------------------------------------------------------------------------------7

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1 2 3 4 5

PLANT SCHEDULE

QUANTITY KEY COMMON NAME SCIENTIFIC NAME

CANOPY TREES CANOPY TREES

19 EA RC CAROLINA BUCKTHORN Rhamnus caroliniana

10 EA PM MEXICAN PLUM Prunus mexicana

21 EA VR RUSTY BLACKHAW VIBURNUM Viburnum rufidulum

27 EA SA EVE'S NECKLACE Sophora affinis

10 EA QM BUR OAK Quercus macrocarpa

17 EA AG BIG TOOTH MAPLE Acer grandidentatum

11 EA IV YAUPON HOLLY /Jex vomitora

PERENNIALS PERRENNIALS

ORNAMENTAL GRASSES ORNAMENTAL GRASSES

68,239.00 SF PINK MUHL Y GRASS Muh/enbergia capillaris var. 'Regal Mist'

118,818.00

TURF GRASS AND STONE

SF BUFFALOGRASS - SOD

SITE FEATURES

MULCH--�k-i:--l'i�

EDGE OF

PLANTBED/BASIN

GRASSES AND/OR GROUNDCOVERS ADJACENT TOA STRAIGHT EDGES SHALL BE

TRIANGULAR - SPACED IN ROWS PARALLEL

TO THE STRAIGHT EDGE.

B GRASSES AND/OR GROUNDCOVERS ADJACENT TO

CURVED EDGES SHALL BE PLANTED IN ROWS

TO THE CURVED.

TURF GRASS AND STONE

Buch/oe dactyloides var. 'Bowie'

PLANTING STRIP LAYOUT FOR BASIN- TYPICALA -------

N.T.s.

NOTE:

CENTER TREE AND SET

PLUMB. MAIN LEADER

SHALL NOT BE PRUNED

STAKE TREES THAT

ARE 3" CALIPER

OR GREATER

AFTER BACKFILLING:

TOP DRESS WITH

1" OF COMPOSE AND

3" OF HARDWOOD MULCH

DO NOT PILE MULCH ON

THE TRUNK OF THE

TREE

4" WATERING RIM

(CONTINUOUS) ---;

WIDE ROUGH

SIDED HOLE

ALL STAKES SHALL

BE DRIVEN OUTSIDE

OF THE ROOT BALL

BACK FILL WITH

EXCAVATED SOIL.

SETTLE SOIL WITH

WATER TO

ELIMINATE VOIDS

NO TAMPING

SET ROOT

CROWN2"-3"

ABOVE FINISH

GRAD

3"HARDWOOD

MULCH

1" COMPOST

TREE BALL TO REST

ON EXISTING SOIL

--�HOSE

0.5 IN PLASTIC HOSE

ADD WHITE FLAGS

ON GALVANZED

WIRES TO

INCREASE VISIBILITY.

REMOVE 2"X 2" WOODEN

STAKES NO LATER

THAN THE END OF

THE FIRST GROWING SEASON

------ PRESS FIRMLY AROUND

ROOT BALL WITH FOOT

PRESSURE FOR STABILITY

�_E_E _PL_A _NT_IN_G_D_E_TA_IL __ _

$DATE$ $TIME$ $FILEL$

REMARKS

CONTAINER CALIPER DEPTH OF

SIZE TREE HEIGHT OR SPREAD ROOT ROOT BALL SPACING

1" - 2" B&B 15-19 IN AS SHOWN

1" - 2" B&B 15-19 IN AS SHOWN

1" - 2" B&B 15-19 IN AS SHOWN

2" - 3" B&B 23-31 IN AS SHOWN

2" -3" B&B 23-31 IN AS SHOWN

2" - 3" B&B 23-31 IN AS SHOWN

6"

1/4" R TYPICAL

2" GRAVEL BED

® �?NCRETE EDGING DETAIL

DRIP LINE VARIES

CRITICAL ROOT ZONE

RADIUS=1 FT PER IN OF TRUNCK DIAMETER

® TREE PROTECTION - ELEVATION - TYPICAL D--------

N.T.s.

6 7 8

GENERAL NOTES:

1.

2.

3.

4.

5.

6.

7.

8.

9.

INFORMATION SHOWN ON THE LEGEND

IS FOR GENERAL LOCATION. ALL PLANTING AREAS

MUST BE FIELD VERIFIED BY CONTRACTOR

AND ANY DISCREPANCIES MUST BE GIVEN TO

THE CONTRACTING OFFICER OR REPRESENTATIVE.

THE CONTRACTOR IS RESPONSIBLE FOR

MAINTAINING A SAFE WORK SITE.

THE CONTRACTOR IS RESPONSIBLE FOR THE

PROTECTION OF THE EXISTING SITE,

BOTH ON AND ADJACENT TO THE DEFINED

WORK AREA. THE CONTRACTOR SHALL REPAIR

ANY DAMAGE TO THE SITE AT THE DISCRETION

10. TEMPORALLY IRRIGATION IS FOR THE ESTABLISHMENT

11.

OF PLANT MATERIAL ONLY. ONCE NEW PLANTINGS

ARE ESTABLISHED AND SELF SUFFICIENT CEASE

SUPPLEMENTAL IRRIGATION. REMOVE TEMPORARY PIPING

AND ANCILLARY FITTINGS IF APPLICABLE.

TEMPORARY SUPPLEMENTAL WATERING GUIDANCE:

DURING THE MONTHS - DECEMBER THRU FEBRUARY

WATER TO ACHIEVE A MOISTURE DEPTH OF

2" IN TWO WATERING EVENTS.

DURING THE MONTHS OF MARCH, APRIL, OCTOBER AND

NOVEMBER WATER TO ACHIEVE A MOISTURE

AND SATISFACTION OF THE OWNER AND/OR INSTALLATION. DEPTH OF 3" TO 6" IN 4 WATERING EVENTS.

THE CONTRACTOR IS RESPONSIBLE FOR

REMOVAL OF CONSTRUCTION DEBRIS

AND TRASH ON A DAILY BASIS.

THE CONTRACTOR SHALL COORDINATE MATERIAL

STORAGE, VEHICLE PARKING, PEDESTRIAN ACCESS

AND RESTRICTED SITE ACCESS WITH THE

CONTRACTING OFFICER.

NO MATERIAL STORAGE, NO VEHICLE PARKING OR

MATERIAL DISPOSAL UNDER THE CANOPY OF

TREES. THE CONTRACTOR IS RESPONSIBLE FOR

THE LEGAL OFF- SITE DISPOSAL OF SURPLUS

MATERIAL AND DEBRIS.

TEMPORARY TOILET SERVICES SHALL BE

PROVIDED BY THE CONTRACTOR.

ALL TREES AND SHRUBS SHALL COMPLY WITH

ANSI 260.1 -2014 OR MOST CURRENT.

ALL TREE STAKES SHALL BE REMOVED

AFTER ONE GROWING SEASON PRECEDING

FINAL ACCEPTANCE OF THE PROJECT.

BACK FILL WITH

EXCAVATED SOIL.

SETTLE SOIL WITH

WATER TO

ELIMINATE VOIDS

NO TAMPING __ _,

12.

13.

14.

15.

16.

FROM MAY TO SEPTEMBER WATER TO ACHIEVE

4" TO 8" OF MOISTURE IN FOUR WATERING EVENTS.

DO NOT OVER WATER. ADJUST ALL SUPPLEMENTAL WATERING

TO CLIMATIC RAINFALL EVENTS.

THE WATERING GUIDANCE IS FOR ESTIMATING PURPOSES.

THE CONTRACTOR SHALL FIELD VERIFY APPROPRIATE

WATERING AMOUNTS INTERVALS ARE BASED ON PLANT HEALTH,

FIELD CONDITIONS AND SEASONAL CLIMATIC EVENTS.

TOP DRESS PLANT BEDS WITH 3" OF HARDWOOD MULCH.

ALL PLANTING BEDS TO BE TILLED TO 6" DEEP.

REMOVE ANY ROCK, CONSTRUCTION DEBRIS OR

TRASH UNCOVERED DURING TILLING OPERATIONS.

ADD 4" OF COMPOST. ALL FERTILIZERS SHALL

HAVE AN OVERALL pH OF 8 OR LOWER FOR

TO ALL DISTURBED AREAS. TILL COMPOST/FERTILIZER

MIXTURE INTO SOIL. RAKE AND SMOOTH AMENDED

SOIL TO REQUIREDGRADES PER GRADING PLAN.

THE TREE HEIGHT IS DEFINED AS THE VERTICAL

DISTANCE BETWEEN THE CROWN AND GROWN SURFACE.

QUANTITIES ARE FOR GENERAL ESTIMATION ONLY.

CONTRACTOR MUST VERIFY ALL QUANTITIES.

4" CEDAR MULCH

OR APPROVED

EQUAL.

PRESS FIRMLY AROUND

ROOT BALL WITH FOOT

PRESSURE FOR STABILITY

UNCOMPACTED SOIL

® SHRUB PLANTING DETAILE -----------

N.T.s.

US Army Corps of Engineers

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