A1.2_Drawings_Part2.pdf

PDF 9 MB Posted Aug 23, 2019

Attached to: Fort Hood 69th ADA SSA Warehouse Federal contract opportunity
Solicitation number: W9126G19B0029
Issued by: Department of the Army Corps of Engineers Engineering District Fort Worth

About this file

Written by GovTribe AI · Dec 28, 2023

This document package includes construction drawings and specifications for a new 69th ADA SSA Warehouse project at Fort Hood, Texas. The project involves site work including grading, paving, drainage and utilities to support a new warehouse building. Storm, sanitary sewer and water lines will be installed along with associated structures. The drawings depict the proposed site layout, utility plans, profiles and details. Specifications reference material and construction requirements. The solicitation number is W9126G19B0029 and was issued by the U.S. Army Corps of Engineers Engineering District Fort Worth for a new warehouse to support the 69th Air Defense Artillery Division at Fort Hood, Texas.

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Other files attached to Fort Hood 69th ADA SSA Warehouse, newest first.
File	Type	Posted
C1_Bid_Abstract_19B0029.pdf	PDF	Sep 19, 2019
Amendment_3.pdf	PDF	Sep 17, 2019
Amendment_2.pdf	PDF	Sep 12, 2019
Amendment_1.pdf	PDF	Sep 10, 2019
G2_W9126G19B0029.pdf	PDF	Aug 29, 2019
A1.2_Drawings_Part1.pdf	PDF	Aug 23, 2019
A1.2_Drawings_Part4.pdf	PDF	Aug 23, 2019
A1.2_Drawings_Part10.pdf	PDF	Aug 23, 2019
A1.2_Drawings_Part8.pdf	PDF	Aug 23, 2019
A1.2_Drawings_Part9.pdf	PDF	Aug 23, 2019
A1.2_Drawings_Part5.pdf	PDF	Aug 23, 2019
A1.2_Drawings_Part6.pdf	PDF	Aug 23, 2019
A1.2_Drawings_Part7.pdf	PDF	Aug 23, 2019
A1.2_Drawings_Part3.pdf	PDF	Aug 23, 2019
G2.20_W9126G19B0029.pdf	PDF	Aug 20, 2019

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ASPHALT

69TH ADA SSA

WAREHOUSE

US Army Corps of Engineers

A P

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SHEET

G -1

-B -0

A U

G U

S T

877.09' TC

876.11' TC

877.40' TC

876.71' TC

876.48' TC

876.56' TC

876.71'TC

877.32' TC

877.08' TC

877.05' TC

877.35' TC

878.22' TC

879.08' TC

879.62' TC

880.16' TC

880.48' TC

880.51' TC

880.14' TP

879.83' TP

878.76' TP

878.25' TP

877.68' TP

MATCH

878.95' TC

878.86' TC

878.33' TP 878.31' TP

878.79' TC

878.91' TP

878.43' TP

878.45' TP

878.90' TP

878.88' TP

879.73' TC

884.90' TP 884.90' TP 884.90' TP

884.90' TP

884.90' TP 884.90' TP

FFE 885'

877.72' TC

885.00' TW

885.0' TW

882.00' BW

882.50' TW

882.00' BW

882.50' TW

882.00' BW

882.50' TW

882.79' TP 883.20' TC 880.61' TC

880.80' TD

883.07'

E=3120888.49 N=10392413.15

884.10' HIGH POINT

884.50' TP

880.38' TC

880.80' TD

879.21' TP

879.23' TP

879.70' TC

881.00' TP

882882

CG104

40'10'0 20'

CG104 MATCHLINE

CG102 MATCHLINE

C G

A T

C H

C G

A T

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N I

US Army Corps of Engineers

A P

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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

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P .E

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P .E

T S

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T O

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G B

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N C

C O

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T R

U C

N D

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NUMBER

SHEET

G -1

-B -0

A U

G U

S T

CG105

S P

O T S

H O

T E

L E

V A

N T

A B

L E

A P

P R

D A

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N S

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$FILEL$

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

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P L

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C A

L E

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H A

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S E A

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U .S

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M Y C

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S o li c it a ti o n N o

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N o

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NUMBER

SHEET

G -1

-B -0

A U

G U

S T

POL PARKING

C O

V E

R E

D H

A R

D S

T A

N D

C O

V E

R E

D H

A R

D S

T A

N D

(1 S

P A

C E

(B Y O

T H

E R

C O

V E

R E

D H

A R

D S

T A

N D

GRAVEL CLEAR ZONE.

G R

A V

E L C

L E

A R Z

O N

E G

R A

V E

L C

L E

A R Z

O N

G R

A V

E L C

L E

A R Z

O N

G R

A V

E L C

L E

A R Z

O N

E W

A L

E W

A L

SIDEWALK

POL

H/Z

H/Z O

R G

A N

A T

N A

L S

T O

R A

G E B

E W

A L

(B Y O

T H

E R

B O

O T

W A

S H

SIDEWALKSIDEWALK

SIDEWALK

E W

A L

E W

A L

E W

A L

(PN077187-THAAD)

COMPANY OPS

P O

V P

A R

(A S

P H

A L T

E W

A L

(BY OTHERS)

GRAVEL

E M

E R

G E

N C

Y A

C C

E S

S L

A N

G R

A V

E L

G R

A V

E L

E M

E R

G E

N C

Y A

C C

E S

S L

A N

O R

G A

A T

N A

L S

T O

R A

G E B

G H

A R

D S

T A

N D

LAKE ROAD

FACILITY (COF2E)

COMPANY OPERATIONS

(A S

P H

A L T

ASPHALT ASPHALT ASPHALT

A S

P H

A L T

G R

A V

E L R

O A

CONCRETE

C B

P.I.V.

C O

C B

S S

C O

" N

A T

U R

A L G

A S

METER, AND VALVE

2" NATURAL GAS,

WAREHOUSE

69TH ADA SSA

CO CO

COCO

P I0

P I1

P I7

C-502

C-501

C-502

C-504

A/B

C-501

A/B

C-501

C-502

A/B

C-501

C-507

A-2

C-507 A-1

C-507

C-501

C-503

C-501

CP101

100'0 50'

P A

G P

L A

A P

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D A

T E

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N S

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$FILEL$

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

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

H A

E F

E N

S E A

R T

L E

R Y D

P N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A Y

L O

R S

F O

R T W

O R

T H T

S U

P P

L Y S

U P

P O

R T A

C T

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

E C

N J

A M

E S W

M C

K E

N Z

P .E

M C

K E

N Z

P .E

T S

T O

C K

T O

T S

T O

C K

T O

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

POL PARKING

C O

V E

R E

D H

A R

D S

T A

N D

GRAVEL CLEAR ZONE.

LAKE ROAD

FACILITY (COF2E)

COMPANY OPERATIONS

ASPHALT ASPHALT ASPHALT

A S

P H

A L T

G R

A V

E L R

O A

CONCRETE

C O

C B

" N

A T

U R

A L G

A S

WAREHOUSE

69TH ADA SSA

CO CO

COCO

3 @ 14.5' 11 @ 12.5' 16 @ 13'

10.17'

10.17' 16 @ 12.5'

14'

15'

14'

13'

12'

14 @ 12.5'

3 @ 14.5'

14 @ 12.5'

6 @ 12.5' 9 @ 12' 12 @ 12.5' 4 @ 13'

15'

3 @ 14' 16 @ 12.5'

14'

15'

2 @ 12.5'

7 @ 13'12.5' 12.4'

REINFORCED CONCTRETE SECTION

TRANSVERSE CONTRACTION JOINT

THICKENED EDGE

EXPANSION JOINT

LONGITUDINAL CONSTRUCTION JOINT

12'

5 @ 12' 5 @ 12'

10.56' 10.56'

OF TRENCH DRAINS

OF RETAINING WALL, AND ALL SIDES

ALL STOOPS/RAMPS, BOTH SIDES

AROUND BUIDING FOUNDATION,

EXPANSION JOINT MUST BE INSTALLED

NOTE:

80'0 40'

J O

T P

L A

CP102

COMPANY OPERATIONS

FACILITY (COF2E)

C O

" N

A T

U R

A L G

A S

69TH ADA SSA

WAREHOUSE

TRANSVERSE CONTRACTION JOINT

THICKENED EDGE

EXPANSION JOINT

LONGITUDINAL CONSTRUCTION JOINT

OF TRENCH DRAINS

OF RETAINING WALL, AND ALL SIDES

ALL STOOPS/RAMPS, BOTH SIDES

AROUND BUIDING FOUNDATION,

EXPANSION JOINT MUST BE INSTALLED

NOTE:

US Army Corps of Engineers

A P

P R

D A

T E

D E

S C

N S

Y M

$FILEL$

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

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

H A

E F

E N

S E A

R T

L E

R Y D

P N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A Y

L O

R S

F O

R T W

O R

T H T

S U

P P

L Y S

U P

P O

R T A

C T

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

E C

N J

A M

E S W

M C

K E

N Z

P .E

M C

K E

N Z

P .E

T S

T O

C K

T O

T S

T O

C K

T O

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

FFE 885'

880.80'

ELEVATION

TOP GRATE

880.82'

+ 8 .8

880.82'

+ 8 .0

++ 8 .0

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .4

+ 8 .5

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .5

+ 8 .3

+ 8 .4

+ 8 .5

.5 2'

+ 8 .5

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .4

+ 8 .5

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .1

+ 8 .2

+ 8 .4

+ 8 .5

+ 8 .7

+ 8 .8

+ 8 .0

+ 8 .1

+ 8 .3

+ 8 .4

+ 8 .6

+ 8 .7

+ 8 .9

+ 8 .0

+ 8 .3

+ 8 .6

+ 8 .7

CP103

40'0 20'

CP105 MATCHLINE

CP103 MATCHLINE

C P M

A T

C H

C P M

A T

C H

J O

T E

L E

V A

N P

L A

69TH ADA SSA

WAREHOUSE

US Army Corps of Engineers

A P

P R

D A

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D E

S C

N S

Y M

$FILEL$

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

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

H A

E F

E N

S E A

R T

L E

R Y D

P N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A Y

L O

R S

F O

R T W

O R

T H T

S U

P P

L Y S

U P

P O

R T A

C T

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

E C

N J

A M

E S W

M C

K E

N Z

P .E

M C

K E

N Z

P .E

T S

T O

C K

T O

T S

T O

C K

T O

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

FFE 885'

880.80'

ELEVATION

TOP GRATE

880.80'

ELEVATION

TOP GRATE

SEE CU101 FOR LIMITS

SCOUT STOP MAT

EROSION PROTECTION

+++ 8 .8

+ 8 .8

++ 8 .8

+ 8 .8

++ 8 .8

+ 8 .8

+++ 8 .8

+ 8 .0

++ 8 .0

+ 8 .1

+ 8 .0

.0 '8

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .4

+ 8 .5

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .5

+ 8 .3

+ 8 .4

+ 8 .5

+ 8 .6

4.6 3'

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .0

+ 8 .5

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .4

+ 8 .5

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .4

+ 8 .5

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .4

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .4

+ 8 .5

+ 8 .6

+ 8 .7

890 890

OF TRENCH DRAINS

OF RETAINING WALL, AND ALL SIDES

ALL STOOPS/RAMPS, BOTH SIDES

AROUND BUIDING FOUNDATION,

EXPANSION JOINT MUST BE INSTALLED

NOTE:

CP104

40'0 20'

CP104 MATCHLINE

CP106 MATCHLINE

C P M

A T

C H

C P M

A T

C H

J O

T E

L E

V A

N P

L A

LAKE ROAD

69TH ADA SSA

WAREHOUSE

OF TRENCH DRAINS

OF RETAINING WALL, AND ALL SIDES

ALL STOOPS/RAMPS, BOTH SIDES

AROUND BUIDING FOUNDATION,

EXPANSION JOINT MUST BE INSTALLED

NOTE:

US Army Corps of Engineers

A P

P R

D A

T E

D E

S C

N S

Y M

$FILEL$

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

F O

R T H

O O

D T

E X

A S

H A

E F

E N

S E A

R T

L E

R Y D

P N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A Y

L O

R S

F O

R T W

O R

T H T

S U

P P

L Y S

U P

P O

R T A

C T

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

E C

N J

A M

E S W

M C

K E

N Z

P .E

M C

K E

N Z

P .E

T S

T O

C K

T O

T S

T O

C K

T O

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

FFE 885'

880.80'

ELEVATION

TOP GRATE

878.70'

879.00'

878.13'

877.60'

SITE GRADING BELOW EXISTING

GRADE IS PROHIBITED WITHIN

40FT OF EXISTING 40" LIVE OAK TREE

868 8

5.7

5.9

6.0

6.2

+ 8 .2

6.3

6.4

6.6

6.7

6.8

7.0

877.10'

7.2

7.4

7.8

7.6

877.65'

7.8

8.0

878.20'

8.2

8.4

+ 8 .4

878.50'

+ 8 .5

+ 8 .6

8.6

+ 8 .6

+ 8 .7

8.8

0' + 8

+ 8 .8

8.9

+ 8 .9

8.9

+ 8 .0

9.0

9.1

9.2

9.5

+ 8 .2

9.5

+ 8 .2

9.2

+ 8 .2

9.4

+ 8 .3

9.3

+ 8 .3

+ 8 .4

+ 8 .7

+ 8 .8

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .5

+ 8 .6

+ 8 .7

+ 8 .8

880.82'

+ 8 .8

880.82'

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .4

+ 8 .5

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .4

+ 8 .5

+ 8 .2

+ 8 .3

+ 8 .2

+ 8 .5

+ 8 .4

+ 8 .5

.5 2'

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

CP105

40'0 20'

C P M

A T

C H

J O

T E

L E

V A

N P

L A

N I

CP103 MATCHLINE

CP105 MATCHLINE

C P M

A T

C H

WAREHOUSE

OF TRENCH DRAINS

OF RETAINING WALL, AND ALL SIDES

ALL STOOPS/RAMPS, BOTH SIDES

AROUND BUIDING FOUNDATION,

EXPANSION JOINT MUST BE INSTALLED

NOTE:

US Army Corps of Engineers

A P

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$FILEL$

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

F O

R T H

O O

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H A

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E N

S E A

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L E

R Y D

P N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A Y

L O

R S

F O

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O R

T H T

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U P

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Y W

A R

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O U

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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

E C

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M C

K E

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P .E

M C

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P .E

T S

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T O

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G B

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C O

N S

T R

U C

N D

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E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

FFE 885'

880.80'

ELEVATION

TOP GRATE

880.80'

ELEVATION

TOP GRATE

+ 8 .3

8.3

8.7

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .0

9.0

+ 8 .1

9.6

+ 8 .2

9.5

9.2

+ 8 .2

9.4

5' + 8

.3 '+ 8

+ 8 .3

9.3

3' + 8

.3 '+ 8

+ 8 .4

+ 8 .4 '+ 8

+ 8 .5

9.5

+ 8 .5

+ 8 .5 '+ 8

+ 8 .6

+ 8 .6 '+ 8

9.7

+ 8 .7

9.7

+ 8 .7

9.8

+ 8 .8

9.8

+ 8 .8

9.9

2' + 8

+ 8 .9

9.9

+ 8 .9

+ 8 .0

0.0

+ 8 .0

0.0

+ 8 .0

0.0

9' + 8

+ 8 .1

0.1

+ 8 .1

0.2

+ 8 .2

0.2

+ 8 .2

0.3

0.2

+ 8 .3

0.3

+ 8 .3

0.4

+ 8 .4

0.4

+ 8 .4

0.4

+ 8 .4

+ 8 .5

0.5

+ 8 .5

+ 8 .6

+ 8 .7

+ 8 .8

+++ 8 .8

+ 8 .8

++ 8 .8

+ 8 .8

++ 8 .8

+ 8 .8

+++ 8 .8

+ 8 .8

+ 8 .9

+ 8 .0

1.0

0.6

+ 8 .0

++ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

1.4

+ 8 .4

+ 8 .5

+ 8 .0

+ 8 .5

+ 8 .6

+ 8 .7

+ 8 .8

1.8

+ 8 .8

+ 8 .9

+ 8 .0

882882

+ 8 .0

+ 8 .1

+ 8 .2

2.2

+ 8 .2

+ 8 .3

+ 8 .4

+ 8 .5

2.6

+ 8 .6

3.2

+ 8 .7

3.2

+ 8 .7

3.2

+ 8 .7

3.2

+ 8 .7

+ 8 .8

+ 8 .9

2.9

+ 8 .9

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .4

+ 8 .5

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .5

+ 8 .3

+ 8 .4

+ 8 .5

+ 8 .6

4.6 3'

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

+ 8 .0

+ 8 .5

+ 8 .0

+ 8 .1

+ 8 .2

+ 8 .3

+ 8 .4

+ 8 .5

+ 8 .6

+ 8 .7

+ 8 .8

+ 8 .9

CP106

40'10'0 20'

CP106 MATCHLINE

CP104 MATCHLINE

C P M

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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

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NUMBER

SHEET

G -1

-B -0

A U

G U

S T

POL PARKING

C O

V E

R E

D H

A R

D S

T A

N D

C O

V E

R E

D H

A R

D S

T A

N D

(1 S

P A

C E

(B Y O

T H

E R

C O

V E

R E

D H

A R

D S

T A

N D

GRAVEL CLEAR ZONE.

G R

A V

E L C

L E

A R Z

O N

E G

R A

V E

L C

L E

A R Z

O N

G R

A V

E L C

L E

A R Z

O N

G R

A V

E L C

L E

A R Z

O N

E W

A L

E W

A L

SIDEWALK POL

H/Z

E W

A L

(B Y O

T H

E R

B O

O T

W A

S H

SIDEWALKSIDEWALK

SIDEWALK

E W

A L

E W

A L

E W

A L

(PN077187-THAAD)

COMPANY OPS

P O

V P

A R

(A S

P H

A L T

E W

A L

(BY OTHERS)

GRAVEL

E M

E R

G E

N C

Y A

C C

E S

S L

A N

G R

A V

E L

G R

A V

E L

E M

E R

G E

N C

Y A

C C

E S

S L

A N

O R

G A

A T

N A

L S

T O

R A

G E B

G H

A R

D S

T A

N D

LAKE ROAD

FACILITY (COF2E)

COMPANY OPERATIONS

(A S

P H

A L T

ASPHALT ASPHALT ASPHALT

A S

P H

A L T

G R

A V

E L R

O A

CONCRETE

C B

P.I.V.

C O

C B

S S

C O

" N

A T

U R

A L G

A S

METER, AND VALVE

2" NATURAL GAS,

WAREHOUSE

69TH ADA SSA

T T

R R

T R

CO CO

COCO

P I0

P I1

P I7

60'

35'

40'

26'

20'

E=3120915.89 N=10391851.76

E=3120944.61 N=10391933.44

E=3121039.74 N=10392225.33

E=3121064.66 N=10392308.25

E=3121023.45 N=10392297.95

E=3121015.38 N=10392273.24

E=3120888.65 N=10391884.37

E=3120896.71 N=10391909.09

SEE DETAIL D/C-521

NO PARKING STRIPING,

SEE DETAIL D/C-521

NO PARKING STRIPING,

30'

SEE DETAIL D/C-521

NO PARKING STRIPING,

30'

33.64'

15'

SEE DETAIL D/C-521

NO PARKING STRIPING,

SEE DETAIL D/C-521

NO PARKING STRIPING,

30'

DETAIL G/C-521 (TYP.)

FIRE LANE STRIPING

E=3120753.48 N=10391885.39

E=3120810.71 N=10391929.84

E=3120842.56 N=10391963.03

E=3120923.13 N=10392274.82

E=3120939.85 N=10392261.57

E=3120897.50 N=10392325.24

E=3120906.83 N=10392342.82

E=3120900.42 N=10392345.33

E=3120781.93 N=10392362.91

E=3120788.13 N=10392381.92

E=3120638.52 N=10391922.85

E=3120600.06 N=10391998.49

E=3120619.08 N=10391992.29

E=3120712.49 N=10392343.47

E=3120731.50 N=10392337.27

DETAIL G/C-521 (TYP.)

FIRE LANE STRIPING

DETAIL G/C-521 (TYP.)

FIRE LANE STRIPING

E=3120792.94 N=10391886.18

E=3120815.50 N=10391894.55

E=3120854.96 N=10391895.35

E=3120896.55 N=10391908.61

E=3120864.99 N=10391918.91

E=3120983.97 N=10392284.00

E=3120997.77 N=10392306.32

E=3120955.46 N=10392320.53

E=3120961.87 N=10392318.02

DETAIL G/C-521 (TYP.)

FIRE LANE STRIPING

30'

40'

60'R

20'

38.5'

60'R

CP107

E A

C C

E S

S P

A V

E M

E N

T M

A R

G S

WHERE CURB IS PRESENT.

PLACED ON THE FACE OF CURB

1. FIRE LANE STRIPING SHALL BE

NOTE:

100'0 50'

FH_69ADA_SSA_CP107.dgn 8/12/2019 3:35:08 PM

P.I.V.

C O

C B

S S

C O

V E

R E

D H

A R

D S

T A

N D

C O

V E

R E

D H

A R

D S

T A

N D

(1 S

P A

C E

(B Y O

T H

E R

C O

V E

R E

D H

A R

D S

T A

N D

POL

H/Z

H/Z O

R G

A N

A T

N A

L S

T O

R A

G E B

(B Y O

T H

E R

B O

O T

W A

S H

(PN077187-THAAD)

COMPANY OPS

O R

G A

A T

N A

L S

T O

R A

G E B

G H

A R

D S

T A

N D

LAKE ROAD

FACILITY (COF2E)

COMPANY OPERATIONS

CO CO

COCO

US Army Corps of Engineers

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$FILEL$

1 2 3 4 5 6 7 8 9

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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

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NUMBER

SHEET

G -1

-B -0

A U

G U

S T

CU100

100'0 50'

O V

E R

A L L U

Y P

L A

POE 3+72.37 10392163.22 3120706.33

PI 3+60.37 10392166.94 3120694.93

PI 3+58.96 10392166.30 3120693.67

PI 1+75.76 10391992.12 3120636.90

PI 0+65.96 10391942.36 3120539.02

POB 0+00.00 10391962.88 3120476.34

STATION NORTHING EASTING

SANITARY SEWER:

ALIGNMENT DATA

POE 1+71.35 10391562.89 3120759.69

POB 0+00.00 10391399.97 3120706.59

STATION NORTHING EASTING

STORM G

POE 3+84.86 10392303.29 3120846.48

POB 0+00.00 10391937.37 3120727.23

STATION NORTHING EASTING

STORM LINE F

POE 1+61.05 10392046.81 3120754.75

POB 0+00.00 10391940.20 3120875.46

STATION NORTHING EASTING

STORM LINE E

POE 1+48.93 10392317.84 3120579.97

POB 0+00.00 10392321.11 3120728.86

STATION NORTHING EASTING

STORM LINE D

POE 7+99.02 10392375.48 3120778.88

PI 7+17.49 10392323.12 3120716.38

PI 7+11.49 10392317.41 3120714.52

PI 4+71.75 10392089.47 3120640.23

PI 1+70.37 10391813.71 3120518.64

POB 0+00.00 10391649.64 3120472.75

STATION NORTHING EASTING

STORM LINE C

POE 7+15.16 10392514.23 3121039.69

PI 5+20.36 10392319.53 3121033.86

PI 5+17.02 10392316.35 3121032.82

PI 1+00.66 10391914.80 3120922.76

PI 0+95.66 10391910.04 3120921.21

PI 0+25.00 10391847.17 3120888.97

POB 0+00.00 10391824.15 3120879.22

STATION NORTHING EASTING

STORM LINE B

POE 7+58.68 10392333.86 3120997.28

POB 0+00.00 10391612.52 3120762.19

STATION NORTHING EASTING

STORM LINE A

ALIGNMENT DATA

LINE G

SANITARY SEWER

STORM LINE DSTORM LINE C

STORM LINE C

STORM LINE A

STORM LINE E

STORM LINE A

STORM LINE B

GAS

NATURAL

W/ FIRE HYDRANTS

DOMESTIC WATER LOOP

HYDRANTS

LOOP W/ FIRE

DOMESTIC WATER

CONNECTIONS

AND DOWNSPOUT

W/ TRENCH DRAIN

STORM LINE F

STORM LINE C

FACILITY (COF2E)

COMPANY OPERATIONS

C O

INV. EL=881.6

TOP EL=888.4

SS CO

FL 6" PVC (W): 877.90'

FL 6" PVC (N): 878.00'

BENCH=878.38'

RIM=885.58'

SS MANHOLE

" S

A N

A R

Y S

E W

E R

" W

A T

E R

" N

A T

U R

A L G

A S

" C

O N

D E

N S

E R S

U P

P L

FIRE HYDRANT (TYP.)

5" CONDENSER RETURN

4" CONDENSER SUPPLY

" S

T O

R M D

R A

WAREHOUSE

69TH ADA SSA

CO CO

0+00

0+50

E=3120457.26 N=10391953.44

8" X 8" P.I.

2-45 DEG BEND

E=3120498.93 N=10391993.82

P.I. 1" GAS

45 DEG BEND

E=3120678.65 N=10392120.23

RIM=884.39

STA 3+10.50

SS CLEAN OUT

E=3120660.37

N=10392064.13

RIM=884.39

STA 2+51.50

SS CLEAN OUT

E=3120636.90 N=10391992.12

RIM=884.29

STA 1+63.91

SS CLEAN OUT

E=3120571.81 N=10391959.03

RIM=883.80

STA 1+02.75

SS CLEAN OUT

E=3120539.02 N=10391942.36

RIM=883.58

STA 0+65.96

SS CLEAN OUT

USING MECH JOINT

EXISTING GASLINE

CONNECT TO

0 2

48" FL OUT S 874.74

36" FL IN W 877.64

30" FL IN N 876.15

RIM 883.30

STA. 4+74.85

E=3120641.15 N=10392092.29

GRATE INLET (3)

C-3

0 5

FINISHED GRADE

HARDSTAND

TO MATCH

MANHOLE

ADJUST COMM.

C-507

SEE DETAIL SHEET

TRENCH DRAIN

SHEET C-519

PER DETAIL

PROTECTION

INSTALL SCOUR

48' FL OUT (S) 873.13

48" FL IN (N) 873.25

RIM 881.10

STA 1+70.4

E=3120518.64 N=10391813.71

MANHOLE

C-2

" W

A T

E R L

2" N A T U R

A L G

A S

LIN

2" NATURAL GAS LINE

E=3120605.13 N=10391721.19 8" X 8" P.I.

2-45 DEG. BEND

E=3120659.36 N=10391887.57 8" X 8" P.I.

2-45 DEG. BEND

8" SANITARY SEWER

8" S A N

A R

Y S

E W

E R

E=3120499.09 N=10391962.62

AND VALVE

NEW FIRE HYDRANT

8X8 MJ

TAPPING SLEEVE AND VALVE

8" WATERLINE

CONNECT TO EXISTING

E=3120598.73 N=10391716.85

E=3120464.30 N=10391643.00

E=3120474.39 N=10391639.71

SHEET C-519

PER DETAIL

PROTECTION

INSTALL SCOUR

E=3120533.29 N=10391638.33

EDGE

BOT. OF POND

5' MIN FROM

E=3120546.35 N=10391666.96

35' RADIUS

E=3120589.93 N=10391708.47

SEE DETAIL SHEET C-518

4" PERFORATED UNDERDRAIN

FL OUT 871.71

STA 0+26.00

48" HEADWALL

C-1

E=3120492.87 N=10391645.18

CLEANOUT

E=3120622.14 N=10392098.71

BEGIN NEW 36" STORM DRAIN

48" STORM DRAIN

LINE C

48" STORM DRAIN

LINE C

" S

T O

R M D

R A

30" STORM DRAIN

LINE C

SANITARY SEWER MANHOLE

CONNECT TO EXISTING

E=3120701.58 N=10392164.77

RIM=884.45

STA 3+67.37

FOR AMERICAN WATER

POINT OF DEMARCATION

TWO WAY CLEAN OUT

E=3120651.26 N=10392010.38

RIM=884.32

STA 1+96.57

STA 3+67.37

FOR AMERICAN WATER

POINT OF DEMARCATION

TWO WAY CLEAN OUT

E=3120646.28 N=10392068.73

P.I. 2" GAS

45 DEG BEND

US Army Corps of Engineers

A P

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$FILEL$

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

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

H A

E F

E N

S E A

R T

L E

R Y D

P N

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A R

M Y C

O R

P S O

F E

N G

E E

R S

A Y

L O

R S

F O

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O R

T H T

S U

P P

L Y S

U P

P O

R T A

C T

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

E C

N J

A M

E S W

M C

K E

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P .E

M C

K E

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P .E

T S

T O

C K

T O

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T O

C K

T O

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

CU101

40'10'0 20'

N C

U M

A T

C H

C U

A T

C H

CU103 MATCHLINE

CU101 MATCHLINE

U T

Y P

L A

FH_69ADA_SSA-CU101----.dgn 8/12/2019 3:52:24 PM

FL OUT=887.94'

24" RCP

HEADWALL

FL OUT=887.53'

24" RCP

HEADWALL

FL 36" RCP (S): 879.00'

FL 36" RCP (W): 878.98'

BENCH=879.52'

RIM=888.92'

STORM MANHOLE

FL=879.7

TOP EL=889.2

STORM INLET

FL=888.38

TOP EL=892.75

STORM MH

8" WATER

" S

T O

R M D

R A

WAREHOUSE

69TH ADA SSA

E=3120789.37 N=10392128.06

ROOF DRAIN

F-4

3+72

24" FL OUT (S) 878.00

RIM 883.07

STA 7+99.02

E=3120780.15 N=10392376.56

GRATE INLET (2)

C-5

8" WATER LINE

E=3120676.21 N=10392221.40

DOMESTIC

4" x 8" TEE

E=3120663.03 N=10392180.96

90 DEG BEND

8" x 8" FIRE

E=3120870.04 N=10392576.18

8" X 8" P.I.

45 DEG BEND

E=3120876.45 N=10392563.58

8" X 8" P.I.

45 DEG. BEND

E=3120799.34 N=10392599.22 8" x 8" TEE

E=3120714.47 N=10392626.88

8" x 6" TEE

E=3120678.65 N=10392120.23

RIM=884.39

STA 3+10.50

SS CLEAN OUT

0+0

1+0

1+4

0+5

30" FL OUT (S) 877.33

24" FL IN (N) 877.59

24" FL IN (W) 879.10

RIM 883.50

STA 7+14.25

E=3120715.45 N=10392320.27

GRATE INLET (2)

C-4

12" T.D.

LINE F

12" T.D.

LINE F

1+61 1+61

(TYP.)

THROUGH RETAINING WALL

FOR STORM PIPE PASSING

SEE STRUCTURAL DETAILS

18" FL OUT 877.50

RIM 880.80

STA 1+54.77

E=3120761.14 N=10392041.67 E-1

C-507

SEE DETAIL SHEET

TRENCH DRAIN

24" FL OUT (E) 881.11

RIM 887.4

STA 1+48.93

E=3120538.74 N=10392191.28

RAISED GRATE INLET (2)

D-1

" W

A T

E R L

2" NATURAL GAS LINE

E=3120682.79 N=10392529.67

AND VALVE

NEW FIRE HYDRANT

8X8 MJ

TAPPING SLEEVE AND VALVE

8" WATERLINE

CONNECT TO EXISTING

SEE DETAIL SHEET C-518

4" PERFORATED UNDERDRAIN

SHEET C-519

PER DETAIL

PROTECTION

INSTALL SCOUR

E=3120750.68 N=10392668.39

E=3120678.43 N=10392709.14

E=3120672.21 N=10392694.53

E=3120705.99 N=10392627.92

" S

T O

R M D

R A

E D

" S

T O

R M D

R A

30" STORM DRAIN

LINE C

24" STO

DRAIN

LINE C

12" STORM DRAIN

LINE F

E=3120526.18 N=10392368.43

CLEANOUT

E=3120520.61 N=10392351.31

CLEANOUT

E=3120582.54 N=10392331.13

3' CHAMFER

E=3120588.12 N=10392348.24

3' CHAMFER

E=3120707.04 N=10392699.62

FOR DOMINION ENGERGY

IS POINT OF DEMARCATION

SWING JOINT AFTER METER

E=3120701.58 N=10392164.77

RIM=884.45

STA 3+67.37

FOR AMERICAN WATER

POINT OF DEMARCATION

TWO WAY CLEAN OUT

AMERICAN WATER

FOR FIRE LINE FOR

POINT OF DEMARCATION

5' LINE FROM BUILDING IS

AMERICAN WATER

OF DEMARCATION FOR

PREVENTER IS POINT

DOMESTIC BACKFLOW

UPSTREAM/BUILDING SIDE OF

E=3120600.59 N=10392282.28

AND VALVE

NEW FIRE HYDRANT

E=3120447.71 N=10392329.31

8" x 6" TEE

E=3120646.28 N=10392068.73

P.I. 2" GAS

45 DEG BEND E=3120705.38

N=10392211.89

90 DEG BEND

DOMESTIC

4" x 4" TEE

BOLLARDS

(2) 6" PIPE

E=3120691.53 N=10392205.97

PI BEND 2" GAS

US Army Corps of Engineers

A P

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G -1

-B -0

A U

G U

S T

CU102

40'10'0 20'

C U

A T

C H

C U

A T

C H

CU102 MATCHLINE

CU104 MATCHLINE

U T

Y P

L A

N I

FH_69ADA_SSA-CU102----.dgn 8/12/2019 3:47:37 PM

LAKE ROAD

FL OUT=859.25'

TOP OF INLET=862.51'

DRAINAGE INLET

FL 30" (SE): 858.60'

FL 24" (N): 858.66'

FL 3" PVC (S): 859.30'

RIM=865.32' ELEV.

STORM MANHOLE

FL OUT= 869.50'

2-24" RCP

HEADWALL

FL IN= 870.22'

2-24" RCP

HEADWALL

WAREHOUSE

69TH ADA SSA

CO CO

30" FL OUT (S) 872.78

30" FL IN (N) 872.79

RIM 876.85

STA 0+98.16

E=3120921.75 N=10391912.50

CURB INLET (5')

B-2

30" FL (S) 872.60

STA. 0+25.00

E=3120888.97 N=10391847.17

30" HEADWALL

B-1

E=3120678.65 N=10392120.23

RIM=884.39

STA 3+10.50

SS CLEAN OUT

E=3120660.37

N=10392064.13

RIM=884.39

STA 2+51.50

SS CLEAN OUT

E=3120636.90 N=10391992.12

RIM=884.29

STA 1+63.91

SS CLEAN OUT

E=3120571.81 N=10391959.03

RIM=883.80

STA 1+02.75

SS CLEAN OUT

0+00

1+00

0+50

1+50

E=3120728.24 N=10391940.47

ROOF DRAIN

F-2

E=3120751.59 N=10392012.11

ROOF DRAIN

F-1

12" T.D.

LINE F

1+61 1+61

18" FL OUT 877.50

RIM 880.80

STA 1+54.77

E=3120761.14 N=10392041.67 E-1

C-507

SEE DETAIL SHEET

TRENCH DRAIN

SHEET C-519

PER DETAIL

PROTECTION

INSTALL SCOUR

48' FL OUT (S) 873.13

48" FL IN (N) 873.25

RIM 881.10

STA 1+70.4

E=3120518.64 N=10391813.71

MANHOLE

C-2

8" WATER LINE

" W

A T

E R L

E=3120782.93 N=10391663.24 8" X 8" P.I.

2-45 DEG. BEND

E=3120605.13 N=10391721.19 8" X 8" P.I.

2-45 DEG. BEND

E=3120659.36 N=10391887.57 8" X 8" P.I.

2-45 DEG. BEND

8" SANITARY SEWER

E=3120598.73 N=10391716.85

E=3120665.80 N=10391644.25

SHEET C-519

PER DETAIL

PROTECTION

INSTALL SCOUR

E=3120853.43 N=10391802.54

E=3120897.14 N=10391786.06

E=3120913.14 N=10391861.83

E=3120744.84 N=10391592.55

SHEET C-519

PER DETAIL

PROTECTION

INSTALL SCOUR

E=3120879.65 N=10391847.69

E=3120664.56 N=10391639.40

EDGE

BOT. OF POND

5' MIN FROM

E=3120546.35 N=10391666.96

35' RADIUS

E=3120589.93 N=10391708.47

E=3120774.79 N=10391552.57

SEE DETAIL SHEET C-518

4" PERFORATED UNDERDRAIN

SEE DETAIL SHEET C-523

2-36" FL OUT (S) 859.73

ORIFICE EL 866.7

RIM EL 867.7

STA 1+59.00

E=3120755.55 N=10391550.19

9' X 9' AREA INLET

G-3

2-36" FL OUT 859.46

2-36" FL IN 859.48

24" FL IN 859.84

RIM EL 866.04

STA 1+03.88

E=3120738.92

N=10391499.15

MANHOLE

G-2

30" FL OUT (S) 871.82

18" FL IN (N) 872.97

18" FL IN (W) 875.0

RIM 878.92

STA 3+50.15

E=3120870.77 N=10391945.67

CURB INLET (12')

A-3

36" FL OUT (S) 865.40

30" FL IN (N) 870.45

RIM 875.80

STA 0+65.66

E=3120782.53 N=10391674.94

CURB INLET (12')

A-2

E=3120758.31 N=10391558.67

3' CHAMFER

E=3120764.51 N=10391577.68

3' CHAMFER

E=3120764.44 N=10391586.16

E=3120770.71 N=10391596.70

3' CHAMFER

E=3120791.20 N=10391602.92

CLEANOUT

E=3120628.22 N=10391643.14

CLEANOUT

E=3120609.48 N=10391628.21

CLEANOUT

E=3120755.05 N=10391623.89

E=3120774.66 N=10391617.50

E=3120831.16 N=10391820.91

AND VALVE

NEW FIRE HYDRANT

12" STORM DRAIN

LINE F

T O

R M D

R A

E E

18" STORM DRAIN

LINE A

30" STORM DRAIN

LINE A

36" STORM DRAIN

LINE A

30"STORM DRAIN

LINE B

30"STORM DRAIN

LINE B

36" FL OUT (N) 865.17

STA 0+12.60

E=3120766.09 N=10391624.50

36" HEADWALL

A-1

E=3120701.58 N=10392164.77

RIM=884.45

STA 3+67.37

FOR AMERICAN WATER

POINT OF DEMARCATION

TWO WAY CLEAN OUT

E=3120651.26 N=10392010.38

RIM=884.32

STA 1+96.57

STA 3+67.37

FOR AMERICAN WATER

POINT OF DEMARCATION

TWO WAY CLEAN OUT

0 1

E=3120646.28 N=10392068.73

P.I. 2" GAS

45 DEG BEND

US Army Corps of Engineers

A P

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S E A

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T O

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T O

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

CU103

40'10'0 20'

C U

A T

C H

C U

A T

C H

C U

A T

C H

C U

A T

C H

CU101 MATCHLINE

CU103 MATCHLINE

U T

Y P

L A

N I

FH_69ADA_SSA-CU103----.dgn 8/12/2019 3:49:09 PM

WAREHOUSE

E=3120830.10 N=10392253.01

ROOF DRAIN

F-7

E=3120823.38 N=10392232.41

ROOF DRAIN

F-6

E=3120806.57 N=10392180.83

ROOF DRAIN

F-5

E=3120789.37 N=10392128.06

ROOF DRAIN

F-4

E=3120782.51 N=10392106.99

ROOF DRAIN

F-3

30" FL OUT (S) 874.05

18" FL IN (N) 874.50

RIM 877.0

STA 5+18.70

E=3121033.34 N=10392317.94

GRATE INLET (1)

B-3

18" FL OUT (S) 878.00

RIM 881.20

STA 7+23.19

E=3121040.21 N=10392515.82

GRATE INLET (2)

B-4

18" FL OUT (S) 875.00

RIM 880.22

STA 7+58.68

E=3120999.13 N=10392339.56

CURB INLET (12')

A-4

3+72

24" FL OUT (S) 878.00

RIM 883.07

STA 7+99.02

E=3120780.15 N=10392376.56

GRATE INLET (2)

C-5

E=3120870.04 N=10392576.18

8" X 8" P.I.

45 DEG BEND

E=3120876.45 N=10392563.58

8" X 8" P.I.

45 DEG. BEND

E=3120678.65 N=10392120.23

RIM=884.39

STA 3+10.50

SS CLEAN OUT

12" T.D.

LINE F

12" T.D.

LINE F

1+61 1+61

(TYP.)

THROUGH RETAINING WALL

FOR STORM PIPE PASSING

SEE STRUCTURAL DETAILS

18" FL OUT 877.50

RIM 880.80

STA 1+54.77

E=3120761.14 N=10392041.67 E-1

C-507

SEE DETAIL SHEET

TRENCH DRAIN

" W

A T

E R L

8" WATER LINE

E=3121056.20 N=10392504.99 8" X 8" P.I.

2-45 DEG. BEND

E=3121019.19 N=10392398.66 8" x 6" TEE

AND VALVE

NEW FIRE HYDRANT

24" STO

DRAIN

LINE C

12" STORM DRAIN

LINE F

18" STORM DRAIN

LINE A

18" STORM DRAIN

LINE A

24"STORM DRAIN LINE B

30"STORM DRAIN

LINE B

30"STORM DRAIN

LINE B

FOR DOMINION ENGERGY

IS POINT OF DEMARCATION

SWING JOINT AFTER METER

E=3120701.58 N=10392164.77

RIM=884.45

STA 3+67.37

FOR AMERICAN WATER

POINT OF DEMARCATION

TWO WAY CLEAN OUT

AMERICAN WATER

FOR FIRE LINE FOR

POINT OF DEMARCATION

5' LINE FROM BUILDING IS

AMERICAN WATER

OF DEMARCATION FOR

PREVENTER IS POINT

DOMESTIC BACKFLOW

UPSTREAM/BUILDING SIDE OF

7+00

7+23 7+23

STA 16+91.28

24" STORM LINE

45 DEG BEND

E=3120646.28 N=10392068.73

P.I. 2" GAS

45 DEG BEND E=3120705.38

N=10392211.89

90 DEG BEND

DOMESTIC

4" x 4" TEE

BOLLARDS

(2) 6" PIPE

US Army Corps of Engineers

A P

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$FILEL$

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

F O

R T H

O O

D T

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A S

H A

E F

E N

S E A

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R Y D

P N

U .S

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P S O

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S o li c it a ti o n N o

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N P .E

C H

F E

L E

C T

A L S

E C

N D

A R

E N A

B R

O W

N P .E

G -1

-B -0

A U

G U

S T

CU104

40'10'0 20'

C U

A T

C H

C U

A T

C H

CU104 MATCHLINE

CU102 MATCHLINE

U T

Y P

L A

N I

FH_69ADA_SSA-CU104----.dgn 8/12/2019 3:50:17 PM

E W

A L

ACCESS ROAD "B"

E M

E R

G E

N C

Y A

C C

E S

S L

A N

LAKE ROAD

862 863 863

863863

866 870

860860860860860

863 863

865 865

ELEV.=864.375

E=3120809.812 N=10391415.086

IRS - ZWA CONTROL

(A S

P H

A L T

ASPHALT

CONCRETE

4" ST (PERFORATED)

"ST L4"

C O

L=30' W=12'

SCOURSTOP:

INV. OUT 858.37

18" HEADWALL

INV. OUT 863.31(S)

RIM EL.865.34

CLEANOUT

FL OUT (S) 24": 866.88

RIM=870.02'

STORM MANHOLE

FL OUT=859.25'

TOP OF INLET=862.51'

DRAINAGE INLET

FL 30" (SE): 858.60'

FL 24" (N): 858.66'

FL 3" PVC (S): 859.30'

RIM=865.32' ELEV.

STORM MANHOLE

INV. 855.81

RIM EL.857.95

CLEANOUT

FL OUT=858.26'

30" STEEL PIPE

1HEADWALL

FL OUT= 869.50'

2-24" RCP

HEADWALL

FL IN= 870.22'

2-24" RCP

HEADWALL

US Army Corps of Engineers

A P

P R

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$FILEL$

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

F O

R T H

O O

D T

E X

A S

H A

E F

E N

S E A

R T

L E

R Y D

P N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A Y

L O

R S

F O

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O R

T H T

S U

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U P

P O

R T A

C T

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S o li c it a ti o n N o

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N o

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C H

E C

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P .E

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E E

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N C

C O

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T R

U C

N D

E N

E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

CU105

40'10'0 20'

C U

A T

C H

C U

A T

C H

U T

Y P

L A

N V

SHEET C-519

PER DETAIL

PROTECTION

INSTALL SCOUR

SHEET C-524

PER DETAIL

PROTECTION

INSTALL SCOUR

2-36" FL OUT (S) 859.08

STA 0+25.00

E=3120714.34 N=10391423.74

2-36" HEADWALL

G-1

TO NEW MANHOLE

PIPE TO CONNECT

EXISTING 24" STORM

8" WATER LINE

" W

A T

E R L

E=3120782.93 N=10391663.24 8" X 8" P.I.

2-45 DEG. BEND

E=3120665.80 N=10391644.25

E=3120853.43 N=10391802.54

E=3120897.14 N=10391786.06

E=3120744.84 N=10391592.55

SHEET C-519

PER DETAIL

PROTECTION

INSTALL SCOUR

E=3120664.56 N=10391639.40

EDGE

BOT. OF POND

5' MIN FROM

E=3120774.79 N=10391552.57

SEE DETAIL SHEET C-518

4" PERFORATED UNDERDRAIN

SEE DETAIL SHEET C-523

2-36" FL OUT (S) 859.73

ORIFICE EL 866.7

RIM EL 867.7

STA 1+59.00

E=3120755.55 N=10391550.19

9' X 9' AREA INLET

G-3

2-36" FL OUT 859.46

2-36" FL IN 859.48

24" FL IN 859.84

RIM EL 866.04

STA 1+03.88

E=3120738.92

N=10391499.15

MANHOLE

G-2

36" FL OUT (S) 865.40

30" FL IN (N) 870.45

RIM 875.80

STA 0+65.66

E=3120782.53 N=10391674.94

CURB INLET (12')

A-2

E=3120758.31 N=10391558.67

3' CHAMFER

E=3120764.51 N=10391577.68

3' CHAMFER

E=3120764.44 N=10391586.16

E=3120770.71 N=10391596.70

3' CHAMFER

E=3120791.20 N=10391602.92

CLEANOUT

E=3120628.22 N=10391643.14

CLEANOUT

E=3120609.48 N=10391628.21

CLEANOUT

E=3120755.05 N=10391623.89

E=3120774.66 N=10391617.50

LINE A

30" STORM DRAIN

LINE A

36" STORM DRAIN

LINE G

2-36" STORM DRAIN

36" FL OUT (N) 865.17

STA 0+12.60

E=3120766.09 N=10391624.50

36" HEADWALL

A-1

CU201

A R

Y S

E W

E R P

R O

US Army Corps of Engineers

A P

P R

D A

T E

D E

S C

N S

Y M

$FILEL$

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

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

H A

E F

E N

S E A

R T

L E

R Y D

P N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A Y

L O

R S

F O

R T W

O R

T H T

S U

P P

L Y S

U P

P O

R T A

C T

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

E C

N J

A M

E S W

M C

K E

N Z

P .E

M C

K E

N Z

P .E

T S

T O

C K

T O

T S

T O

C K

T O

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

890890

-0+25 0+00 1+00 2+00 3+00 3+80

E L E

V A

E L E

V A

STATION

SANITARY SEWER

S T

F L

Grade=0.75%

8" PVC

S T

L E

A N O

U T

S T

L E

A N O

U T

S T

L E

A N O

U T

S T

L E

A N O

U T

S T

L E

A N O

U T

S T

L O

U T

L I

E X

T M

A N

H O

L E

48" STORM DRAIN

FINISHED GRADE

EXISTING GRADE

S T

U A

L C

L E

A N O

U T

S T

L E

A N O

U T

EXIST 8"

CU301

E A

S T

R O

M D

R A

R O

886886

0+00 1+00 2+00 3+00 4+00 5+00

E L E

V A

STATION

EXISTING GRADE

FINISHED GRADE

L O

U T N

L O

U T S

L I

N N

S T

STORM LINE A

L O

U T S

L I

N N

A C

U R

B I

N L E

A -2 C

U R

B I

N L E

S T

A -1

LINE ER

Grade=0.50%

18" STORM DRAIN

Grade=0.50%

30" STORM DRAIN

Grade=0.50%

36" STORM DRAIN

US Army Corps of Engineers

A P

P R

D A

T E

D E

S C

N S

Y M

$FILEL$

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

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

H A

E F

E N

S E A

R T

L E

R Y D

P N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A Y

L O

R S

F O

R T W

O R

T H T

S U

P P

L Y S

U P

P O

R T A

C T

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

E C

N J

A M

E S W

M C

K E

N Z

P .E

M C

K E

N Z

P .E

T S

T O

C K

T O

T S

T O

C K

T O

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

886886

4+00 5+00 6+00 7+00 7+75

E L E

V A

STATION

FINISHED GRADE

EXISTING GRADE

S T

L O

U T S

S T

STORM LINE A

L O

U T S

L I

N N

A -4 C

U R

B I

N L E

A C

U R

B I

N L E

LINE E

Grade=0.50%

18" STORM DRAIN

CU302

O R

M D

R A

R O

E B

STORM LINE B

888888

0+00 1+00 2+00 3+00 4+00 5+00

E L E

V A

STATION

STORM LINE B

L O

U T S

L O

U T S

L I

N N

FINISHED GRADE

EXISTING GRADE

L O

U T S

L I

N N

S T

B -1

C U

R B I

N L E

-2

Grade=0.30%

30" STORM DRAIN

Grade=0.25%

30" STORM DRAIN

-G

R A

T E I

N L E

-3

A P

P R

D A

T E

D E

S C

N S

Y M

$FILEL$

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

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

H A

E F

E N

S E A

R T

L E

R Y D

P N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A Y

L O

R S

F O

R T W

O R

T H T

S U

P P

L Y S

U P

P O

R T A

C T

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

E C

N J

A M

E S W

M C

K E

N Z

P .E

M C

K E

N Z

P .E

T S

T O

C K

T O

T S

T O

C K

T O

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

888888

5+00 6+00 7+00 7+40

E L E

V A

L O

U T S

L I

N N

FINISHED GRADE

EXISTING GRADE

L O

U T S

S T

Grade=1.8

0%18" STORM DRAIN

-G

R A

T E I

N L E

-4

-G

R A

T E I

N L E

-3

CU303

E C D

STORM LINE C

STATION

S T

O R

M D

R A

R O

892892

0+00 1+00 2+00 3+00 4+00 5+00

E L E

V A

STATION

S T

A .4

S T

A .8

L O

U T

L I

STORM LINE C

NATURAL GAS

8" SANITARY SEWER

EXISTING GRADE

FINISHED GRADE

L O

U T

L I

L O

U T

S T

A .0

E A

D W

A L L

C -1

G R

A T

E I

N L E

T C -3

M A

N H

O L E

-2

LOCATION

DEMOED 36" HEADWALL

CONNECTED FROM

NEW 36" STORM DRAIN

Grade=0.50%

48" STORM DRAIN

Grade=1.00%

48" STORM DRAIN

US Army Corps of Engineers

A P

P R

D A

T E

D E

S C

N S

Y M

$FILEL$

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

P L

O T S

C A

L E

F O

R T H

O O

D T

E X

A S

H A

E F

E N

S E A

R T

L E

R Y D

P N

U .S

A R

M Y C

O R

P S O

F E

N G

E E

R S

A Y

L O

R S

F O

R T W

O R

T H T

S U

P P

L Y S

U P

P O

R T A

C T

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

E C

N J

A M

E S W

M C

K E

N Z

P .E

M C

K E

N Z

P .E

T S

T O

C K

T O

T S

T O

C K

T O

E N

E E

G B

R A

N C

C O

N S

T R

U C

N D

E N

E E

NUMBER

SHEET

G -1

-B -0

A U

G U

S T

892892

6+00 7+00 8+00 8+20

E L E

V A

S T

A .2

S T

A .0

8" DOMESTIC WATER

FINISHED GRADE

EXISTING GRADE

-G

R A

T E I

N L E

-4

-G

R A

T E I

N L E

T C -5

L O

U T

L I

LOCATION

DEMOED 36" HEADWALL

CONNECTED FROM

NEW 36" STORM DRAIN

Grade=0.50%

24" STORM DRAIN

Grade=0.50%

30" STORM DRAIN

S T

A .0

896896

00+-0 1+00 1+65

E L E

V A

E L E

V A

STATION

S T

A .1

F L O

U T

STORM LINE D

FINISHED GRADE

EXISTIN

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Dec 28, 2023.