Attachment G-1596603dwg10of11_C.pdf

530 530

0 540

B-10

B-12

B-13 B-11

B-09

B-07

OFFSET

B-07

B-05

B-06

B-03

B-02

B-04

B-01

B-08

S

D

S

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S

D

S

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D

S

D

S

D

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S D

S D

S

D

S

D

S

D

S

D

S D

S

D

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 100'

A1

OVERALL EROSION CONTROL PLAN

GENERAL SHEET NOTES

GRAPHIC SCALE

N

200'50' 100'

1" = 100'

SHEET C1422

SHEET C1432

SHEET C1442

1. EXISTING UTILITY AND TOPO MAPPING PROVIDED BY BRCJ. SEE EXISTING

CONDITION / SURVEY SHEETS FOR AS SURVEYED CONDITIONS (V1012

THROUGH V1042).

2. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE

PLANS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS AND DEPTHS OF

UTILITIES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO

LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION AND

NOTIFY THE ENGINEER OF ANY CONFLICTS IMMEDIATELY. ANY DAMAGE BY

THE CONTRACTOR TO EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS

OR NOT, WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR, AT HIS

EXPENSE. ANY AREA REQUIRING RE-GRADING MUST BE COORDINATED WITH

THE CONTRACTING OFFICER.

3. ALL SPOIL AND OTHER UNSUITABLE MATERIAL FROM THIS WORK MUST BE

WASTED ON-SITE. IF EXCESS MATERIAL IS REQUIRED TO BE WASTED

OFF-SITE, THE LOCATION MUST BE COORDINATED WITH THE CONTRACTING

OFFICER PRIOR TO REMOVAL FROM SITE.

4. CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING ALL REQUESTS FOR

UTILITY LOCATIONS DIRECTLY TO THE INDIANA UNDERGROUND PLANT

PROTECTION SERVICE (INDIANA 811) AND MUST NOTIFY AND AND

COORDINATE WITH PWD CRANE PERSONNEL AS DETAILED BELOW:

NO LESS THAN FIVE (5) WORKING DAYS PRIOR TO PLANNED DIGGING,

TRENCHING, OR EXCAVATION, THE CONTRACTOR MUST REQUEST UTILITY

LOCATION IN THE AFFECTED AREA AND PROVIDE PROOF OF REQUEST

SUBMISSION TO THE DESIGNATED GOVERNMENT REPRESENTATIVE.

CONTRACTORS MAY REQUEST UTILITY LOCATION THROUGH INDIANA 811'S

SERVICE BY CALLING 811, TOLL-FREE AT 1-800-382-5544, OR VISITING

INDIANA811.ORG.

THE CONTRACTOR MUST DIG ONLY IN LOCATIONS AS INDICATED IN THE

GOVERNMENT-ISSUED TECHNICAL DOCUMENTS. IF GOVERNMENT-ISSUED

TECHNICAL DOCUMENTS DO NOT ADEQUATELY DEFINE THE AREA OF THE

DIGGING ACTIVITY, THE CONTRACTOR MUST REQUEST AN ON-SITE MEETING

WITH THE DESIGNATED GOVERNMENT REPRESENTATIVE TO CONFIRM THE

LOCATION OF THE DIGGING ACTIVITY.

PRIOR TO DIGGING, THE CONTRACTOR MUST NOTIFY THE DESIGNATED

GOVERNMENT REPRESENTATIVE THAT UNDERGROUND UTILITIES HAVE BEEN

LOCATED AND MARKED, IF PRESENT, OR THAT NO UNDERGROUND UTILITIES

WERE FOUND; THAT THE PLANNED DIGGING ACTIVITY WILL NOT RESULT IN

STRIKING AN UNDERGROUND UTILITY; AND THAT THE CONTRACTOR IS

PROCEEDING WITH THE PLANNED DIGGING ACTIVITY. THE PREFERRED

METHOD OF NOTIFICATION IS EITHER BY PHONE OR IN PERSON.

5. ELEVATIONS SHOWN REPRESENT TOP OF PAVEMENT AND BOTTOM OF RAIL

BALLAST (TOP OF SUBGRADE). SEE RAIL DRAWINGS (R0012 TO R1502) FOR

TOP OF BALLAST AND TOP OF RAIL ELEVATIONS.

6. SEE SHEET C0012 FOR ADDITIONAL GRADING INFORMATION.

7. THE CONTRACTOR MUST SEED, FERTILIZE, MULCH AND WATER ALL

DISTURBED AREAS AS SHOWN WITHIN THE GRADING LIMITS. ADDITIONALLY,

ANY AREAS DISTURBED OUTSIDE OF GRADING LIMITS MUST ALSO BE

SEEDED, FERTILIZED, MULCHED AND WATERED (INCLUDING, BUT NOT LIMITED

TO, AREAS DISTURBED FOR UTILITY INSTALLATION).

8. LOCATION OF CONCRETE WASH-OUT MUST BE COORDINATED WITH

CONTRACTING OFFICER.

H W

Y

S

D

S

D

530 530

B-03

B-02

B-01

W

W

W

W

W

W

W

W

W

W

S

D

S

D

S

D

S

D

S

D

H

I G

H

W

A

Y

S

D

531531

SF

SF SF

SF

S

F

S F

S F

S F

S F

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

MA

TC

HL

INE

C -14

1" = 30'

A1

EROSION CONTROL PLAN

GENERAL SHEET NOTES

1. EXISTING UTILITY AND TOPO MAPPING PROVIDED BY BRCJ. SEE EXISTING

CONDITION / SURVEY SHEETS FOR AS SURVEYED CONDITIONS (V1012

THROUGH V1042).

2. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE

PLANS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS AND DEPTHS OF

UTILITIES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO

LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION AND

NOTIFY THE ENGINEER OF ANY CONFLICTS IMMEDIATELY. ANY DAMAGE BY

THE CONTRACTOR TO EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS

OR NOT, WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR, AT HIS

EXPENSE. ANY AREA REQUIRING RE-GRADING MUST BE COORDINATED WITH

THE CONTRACTING OFFICER.

3. ALL SPOIL AND OTHER UNSUITABLE MATERIAL FROM THIS WORK MUST BE

WASTED ON-SITE. IF EXCESS MATERIAL IS REQUIRED TO BE WASTED

OFF-SITE, THE LOCATION MUST BE COORDINATED WITH THE CONTRACTING

OFFICER PRIOR TO REMOVAL FROM SITE.

4. CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING ALL REQUESTS FOR

UTILITY LOCATIONS DIRECTLY TO THE INDIANA UNDERGROUND PLANT

PROTECTION SERVICE (INDIANA 811) AND MUST NOTIFY AND AND

COORDINATE WITH PWD CRANE PERSONNEL AS DETAILED BELOW:

NO LESS THAN FIVE (5) WORKING DAYS PRIOR TO PLANNED DIGGING,

TRENCHING, OR EXCAVATION, THE CONTRACTOR MUST REQUEST UTILITY

LOCATION IN THE AFFECTED AREA AND PROVIDE PROOF OF REQUEST

SUBMISSION TO THE DESIGNATED GOVERNMENT REPRESENTATIVE.

CONTRACTORS MAY REQUEST UTILITY LOCATION THROUGH INDIANA 811'S

SERVICE BY CALLING 811, TOLL-FREE AT 1-800-382-5544, OR VISITING

INDIANA811.ORG.

THE CONTRACTOR MUST DIG ONLY IN LOCATIONS AS INDICATED IN THE

GOVERNMENT-ISSUED TECHNICAL DOCUMENTS. IF GOVERNMENT-ISSUED

TECHNICAL DOCUMENTS DO NOT ADEQUATELY DEFINE THE AREA OF THE

DIGGING ACTIVITY, THE CONTRACTOR MUST REQUEST AN ON-SITE MEETING

WITH THE DESIGNATED GOVERNMENT REPRESENTATIVE TO CONFIRM THE

LOCATION OF THE DIGGING ACTIVITY.

PRIOR TO DIGGING, THE CONTRACTOR MUST NOTIFY THE DESIGNATED

GOVERNMENT REPRESENTATIVE THAT UNDERGROUND UTILITIES HAVE BEEN

LOCATED AND MARKED, IF PRESENT, OR THAT NO UNDERGROUND UTILITIES

WERE FOUND; THAT THE PLANNED DIGGING ACTIVITY WILL NOT RESULT IN

STRIKING AN UNDERGROUND UTILITY; AND THAT THE CONTRACTOR IS

PROCEEDING WITH THE PLANNED DIGGING ACTIVITY. THE PREFERRED

METHOD OF NOTIFICATION IS EITHER BY PHONE OR IN PERSON.

5. ELEVATIONS SHOWN REPRESENT TOP OF PAVEMENT AND BOTTOM OF RAIL

BALLAST (TOP OF SUBGRADE). SEE RAIL DRAWINGS (R0012 TO R1502) FOR

TOP OF BALLAST AND TOP OF RAIL ELEVATIONS.

6. SEE SHEET C0012 FOR ADDITIONAL GRADING INFORMATION.

7. THE CONTRACTOR MUST SEED, FERTILIZE, MULCH AND WATER ALL

DISTURBED AREAS AS SHOWN WITHIN THE GRADING LIMITS. ADDITIONALLY,

ANY AREAS DISTURBED OUTSIDE OF GRADING LIMITS MUST ALSO BE

SEEDED, FERTILIZED, MULCHED AND WATERED (INCLUDING, BUT NOT LIMITED

TO, AREAS DISTURBED FOR UTILITY INSTALLATION).

8. LOCATION OF CONCRETE WASH-OUT MUST BE COORDINATED WITH

CONTRACTING OFFICER.

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

SILT FENCE

EROSION CONTROL MAT / INCLUDING

SEEDING

SEEDING

EROSION CONTROL SOCK

INLET PROTECTION

LIMITS OF DISTURBANCE

KEYNOTES

1 SILT FENCE, SEE A5/C5092

EROSION CONTROL MAT, SEE C3/C5092

SEEDING

EROSION CONTROL SOCK, SEE C1/C5092

TEMPORARY CONSTRUCTION FENCE, SEE A4/C5102

INLET PROTECTION, SEE A1/C5092

LEGEND

SF

B-10 B-11

B-09

B-07

OFFSET

B-07

B-05

B-06

B-03

B-02

B-04

B-08

S

D

S

D

S

D

S D

S D

S D

S

D

S

D

S

D

S D

531531

S F

S F

S F

S F

S F

S F

S

F

S

F

S F

S F

S F

S F

S

F

S

F

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

MA

TC

HL

INE

C -14

MA

TC

HL

INE

C -14

1" = 30'

A1

EROSION CONTROL PLAN

GENERAL SHEET NOTES

1. EXISTING UTILITY AND TOPO MAPPING PROVIDED BY BRCJ. SEE EXISTING

CONDITION / SURVEY SHEETS FOR AS SURVEYED CONDITIONS (V1012

THROUGH V1042).

2. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE

PLANS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS AND DEPTHS OF

UTILITIES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO

LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION AND

NOTIFY THE ENGINEER OF ANY CONFLICTS IMMEDIATELY. ANY DAMAGE BY

THE CONTRACTOR TO EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS

OR NOT, WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR, AT HIS

EXPENSE. ANY AREA REQUIRING RE-GRADING MUST BE COORDINATED WITH

THE CONTRACTING OFFICER.

3. ALL SPOIL AND OTHER UNSUITABLE MATERIAL FROM THIS WORK MUST BE

WASTED ON-SITE. IF EXCESS MATERIAL IS REQUIRED TO BE WASTED

OFF-SITE, THE LOCATION MUST BE COORDINATED WITH THE CONTRACTING

OFFICER PRIOR TO REMOVAL FROM SITE.

4. CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING ALL REQUESTS FOR

UTILITY LOCATIONS DIRECTLY TO THE INDIANA UNDERGROUND PLANT

PROTECTION SERVICE (INDIANA 811) AND MUST NOTIFY AND AND

COORDINATE WITH PWD CRANE PERSONNEL AS DETAILED BELOW:

NO LESS THAN FIVE (5) WORKING DAYS PRIOR TO PLANNED DIGGING,

TRENCHING, OR EXCAVATION, THE CONTRACTOR MUST REQUEST UTILITY

LOCATION IN THE AFFECTED AREA AND PROVIDE PROOF OF REQUEST

SUBMISSION TO THE DESIGNATED GOVERNMENT REPRESENTATIVE.

CONTRACTORS MAY REQUEST UTILITY LOCATION THROUGH INDIANA 811'S

SERVICE BY CALLING 811, TOLL-FREE AT 1-800-382-5544, OR VISITING

INDIANA811.ORG.

THE CONTRACTOR MUST DIG ONLY IN LOCATIONS AS INDICATED IN THE

GOVERNMENT-ISSUED TECHNICAL DOCUMENTS. IF GOVERNMENT-ISSUED

TECHNICAL DOCUMENTS DO NOT ADEQUATELY DEFINE THE AREA OF THE

DIGGING ACTIVITY, THE CONTRACTOR MUST REQUEST AN ON-SITE MEETING

WITH THE DESIGNATED GOVERNMENT REPRESENTATIVE TO CONFIRM THE

LOCATION OF THE DIGGING ACTIVITY.

PRIOR TO DIGGING, THE CONTRACTOR MUST NOTIFY THE DESIGNATED

GOVERNMENT REPRESENTATIVE THAT UNDERGROUND UTILITIES HAVE BEEN

LOCATED AND MARKED, IF PRESENT, OR THAT NO UNDERGROUND UTILITIES

WERE FOUND; THAT THE PLANNED DIGGING ACTIVITY WILL NOT RESULT IN

STRIKING AN UNDERGROUND UTILITY; AND THAT THE CONTRACTOR IS

PROCEEDING WITH THE PLANNED DIGGING ACTIVITY. THE PREFERRED

METHOD OF NOTIFICATION IS EITHER BY PHONE OR IN PERSON.

5. ELEVATIONS SHOWN REPRESENT TOP OF PAVEMENT AND BOTTOM OF RAIL

BALLAST (TOP OF SUBGRADE). SEE RAIL DRAWINGS (R0012 TO R1502) FOR

TOP OF BALLAST AND TOP OF RAIL ELEVATIONS.

6. SEE SHEET C0012 FOR ADDITIONAL GRADING INFORMATION.

7. THE CONTRACTOR MUST SEED, FERTILIZE, MULCH AND WATER ALL

DISTURBED AREAS AS SHOWN WITHIN THE GRADING LIMITS. ADDITIONALLY,

ANY AREAS DISTURBED OUTSIDE OF GRADING LIMITS MUST ALSO BE

SEEDED, FERTILIZED, MULCHED AND WATERED (INCLUDING, BUT NOT LIMITED

TO, AREAS DISTURBED FOR UTILITY INSTALLATION).

8. LOCATION OF CONCRETE WASH-OUT MUST BE COORDINATED WITH

CONTRACTING OFFICER.

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

SILT FENCE

EROSION CONTROL MAT / INCLUDING

SEEDING

SEEDING

EROSION CONTROL SOCK

INLET PROTECTION

LIMITS OF DISTURBANCE

KEYNOTES

1 SILT FENCE, SEE A5/C5092

EROSION CONTROL MAT, SEE C3/C5092

SEEDING

EROSION CONTROL SOCK, SEE C1/C5092

TEMPORARY CONSTRUCTION FENCE, SEE A4/C5102

INLET PROTECTION, SEE A1/C5092

LEGEND

SF

0 540

B-12

B-13 B-11

S

D

S

F

S

F

S

F

S

F

S

F

S

F

SF

SF

SF

S

F

S

F

S

F

S F

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

MA

TC

HL

INE

C -14

1" = 30'

A1

EROSION CONTROL PLAN

GENERAL SHEET NOTES

1. EXISTING UTILITY AND TOPO MAPPING PROVIDED BY BRCJ. SEE EXISTING

CONDITION / SURVEY SHEETS FOR AS SURVEYED CONDITIONS (V1012

THROUGH V1042).

2. THE LOCATIONS AND DEPTHS OF EXISTING UTILITIES SHOWN ON THESE

PLANS ARE APPROXIMATE ONLY. ACTUAL LOCATIONS AND DEPTHS OF

UTILITIES MUST BE VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. IT WILL BE THE CONTRACTOR'S RESPONSIBILITY TO

LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION AND

NOTIFY THE ENGINEER OF ANY CONFLICTS IMMEDIATELY. ANY DAMAGE BY

THE CONTRACTOR TO EXISTING UTILITIES, WHETHER SHOWN ON THE PLANS

OR NOT, WILL BE THE CONTRACTOR'S RESPONSIBILITY TO REPAIR, AT HIS

EXPENSE. ANY AREA REQUIRING RE-GRADING MUST BE COORDINATED WITH

THE CONTRACTING OFFICER.

3. ALL SPOIL AND OTHER UNSUITABLE MATERIAL FROM THIS WORK MUST BE

WASTED ON-SITE. IF EXCESS MATERIAL IS REQUIRED TO BE WASTED

OFF-SITE, THE LOCATION MUST BE COORDINATED WITH THE CONTRACTING

OFFICER PRIOR TO REMOVAL FROM SITE.

4. CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING ALL REQUESTS FOR

UTILITY LOCATIONS DIRECTLY TO THE INDIANA UNDERGROUND PLANT

PROTECTION SERVICE (INDIANA 811) AND MUST NOTIFY AND AND

COORDINATE WITH PWD CRANE PERSONNEL AS DETAILED BELOW:

NO LESS THAN FIVE (5) WORKING DAYS PRIOR TO PLANNED DIGGING,

TRENCHING, OR EXCAVATION, THE CONTRACTOR MUST REQUEST UTILITY

LOCATION IN THE AFFECTED AREA AND PROVIDE PROOF OF REQUEST

SUBMISSION TO THE DESIGNATED GOVERNMENT REPRESENTATIVE.

CONTRACTORS MAY REQUEST UTILITY LOCATION THROUGH INDIANA 811'S

SERVICE BY CALLING 811, TOLL-FREE AT 1-800-382-5544, OR VISITING

INDIANA811.ORG.

THE CONTRACTOR MUST DIG ONLY IN LOCATIONS AS INDICATED IN THE

GOVERNMENT-ISSUED TECHNICAL DOCUMENTS. IF GOVERNMENT-ISSUED

TECHNICAL DOCUMENTS DO NOT ADEQUATELY DEFINE THE AREA OF THE

DIGGING ACTIVITY, THE CONTRACTOR MUST REQUEST AN ON-SITE MEETING

WITH THE DESIGNATED GOVERNMENT REPRESENTATIVE TO CONFIRM THE

LOCATION OF THE DIGGING ACTIVITY.

PRIOR TO DIGGING, THE CONTRACTOR MUST NOTIFY THE DESIGNATED

GOVERNMENT REPRESENTATIVE THAT UNDERGROUND UTILITIES HAVE BEEN

LOCATED AND MARKED, IF PRESENT, OR THAT NO UNDERGROUND UTILITIES

WERE FOUND; THAT THE PLANNED DIGGING ACTIVITY WILL NOT RESULT IN

STRIKING AN UNDERGROUND UTILITY; AND THAT THE CONTRACTOR IS

PROCEEDING WITH THE PLANNED DIGGING ACTIVITY. THE PREFERRED

METHOD OF NOTIFICATION IS EITHER BY PHONE OR IN PERSON.

5. ELEVATIONS SHOWN REPRESENT TOP OF PAVEMENT AND BOTTOM OF RAIL

BALLAST (TOP OF SUBGRADE). SEE RAIL DRAWINGS (R0012 TO R1502) FOR

TOP OF BALLAST AND TOP OF RAIL ELEVATIONS.

6. SEE SHEET C0012 FOR ADDITIONAL GRADING INFORMATION.

7. THE CONTRACTOR MUST SEED, FERTILIZE, MULCH AND WATER ALL

DISTURBED AREAS AS SHOWN WITHIN THE GRADING LIMITS. ADDITIONALLY,

ANY AREAS DISTURBED OUTSIDE OF GRADING LIMITS MUST ALSO BE

SEEDED, FERTILIZED, MULCHED AND WATERED (INCLUDING, BUT NOT LIMITED

TO, AREAS DISTURBED FOR UTILITY INSTALLATION).

8. LOCATION OF CONCRETE WASH-OUT MUST BE COORDINATED WITH

CONTRACTING OFFICER.

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

SILT FENCE

EROSION CONTROL MAT / INCLUDING

SEEDING

SEEDING

EROSION CONTROL SOCK

INLET PROTECTION

LIMITS OF DISTURBANCE

KEYNOTES

1 SILT FENCE, SEE A5/C5092

EROSION CONTROL MAT, SEE C3/C5092

SEEDING

EROSION CONTROL SOCK, SEE C1/C5092

TEMPORARY CONSTRUCTION FENCE, SEE A4/C5102

INLET PROTECTION, SEE A1/C5092

LEGEND

SF

STATION

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00

EXISTING GROUND

TOP OF SUBGRADE

PROPOSED 6" C900 WATERLINE 48" MIN.

CONNECT TO EXISTING WATERMAIN

C RAILL C RAILL

C RAILL

127' OF 12" DIA. X 0.188"

W.T STEEL CASING - ANNULAR SPACE

TO BE FILLED WITH GROUT

ST

A

+6

9.7

6" X6

"X 6"

T

EE

ST

A

+2

2.3

° B

EN

D

TOP OF BALLAST

BALLAST

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

C1

WATER LINE PROFILE

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50

ST

-1

IN

DO

T

TY

PE

"E

" C

AT

CH

B

AS

IN

W

IT

H

TY

PE

CA

ST

IN

G

ST

A.

0+

RI

M:

3.0

IN

V:

6.3

ST

-2

4'

DI

A.

M

AN

HO

LE

ST

A.

2+

RI

M:

9.7

IN

V:

9.4

5EXISTING GROUND

TOP OF SUBGRADE

EXISTING 24" CMP

C RAILL

C RAILL

C RAILL

C RAILL

C RAILL

C RAILL

252.56' - 24" RCP @ 2.79%

TOP OF BALLAST

BALLAST

STATION

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

96.0' OF 24" RCP @ 0.52%

ST

-4

4'

DI

A.

M

AN

HO

LE

ST

A.

0+

RI

M:

1.6

IN

V:

5.2

63.8' OF 24" RCP @ 0.55%

ST

-5

4'

DI

A.

M

AN

HO

LE

ST

A.

1+

RI

M:

1.9

IN

V:

4.9

105.4' OF 24" RCP @ 4.99%

ST

-6

4'

DI

A.

M

AN

HO

LE

ST

A.

2+

RI

M:

0.0

IN

V:

9.6

108.3' OF 24" RCP @ 3.34%

ST

-7

FE

S

ST

A.

3+

IN

V:

6.0

EXISTING GROUND

TOP OF SUBGRADE

ST

-3

IN

DO

T

TY

PE

"E

" C

AT

CH

B

AS

IN

W

IT

H

TY

PE

CA

ST

IN

G

ST

A.

0+

RI

M:

9.0

IN

V:

5.7

C RAILL

C RAILL

C RAILL

C RAILL

C RAILL

C RAILL

C RAILL

C RAILL C RAILL

C RAILL C RAILL TOP OF BALLAST

BALLAST

12" UNDERDRAIN

12" UNDERDRAIN

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

C1

STORM SEWER PROFILE (ST-1 TO ST-2)

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

A1

STORM SEWER PROFILE (ST-3 TO ST-7)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00

83.7' OF 24" RCP @ 14.99%

ST

-9

IN

DO

T

TY

PE

"E

" C

AT

CH

B

AS

IN

W

IT

H

TY

PE

CA

ST

IN

G

ST

A.

0+

RI

M:

3.0

IN

V:

8.5

103.6' OF 24" RCP @ 1.25%

54.5' OF 24" RCP @ 2.39%

ST

-1

4'

DI

A.

M

AN

HO

LE

ST

A.

2+

RI

M:

2.2

IN

V:

5.9

88.2' OF 24" RCP @ 3.29%

ST

-1

FE

S

ST

A.

3+

IN

V:

3.0

ST

-8

IN

DO

T

TY

PE

"E

" C

AT

CH

B

AS

IN

W

IT

H

TY

PE

CA

ST

IN

G

ST

A.

0+

RI

M:

5.0

IN

V:

1.0

EXISTING GROUND

ST

-1

0, SE

E A4

/C

6'

DI

A.

M

AN

HO

LE

ST

A.

1+

RI

M:

2.5

IN

V:

7.2

C RAILL

C RAILL

C RAILL

C RAILL

C RAILL

C RAILL

C RAILL

C RAILL

TOP OF SUBGRADE

TOP OF BALLAST

BALLAST

12" UNDERDRAIN

12" UNDERDRAIN

STATION

0+00 0+50 1+00 1+50 2+00

EXISTING GROUND

TOP OF SUBGRADE

125.05' - 15" RCP @ 0.96%

ST

-1

IN

DO

T

TY

PE

"E " C

AT

CH

B

AS

IN

W

IT

H

TY

PE

CA

ST

IN

G

ST

A.

0+

RI

M:

1.3

IN

V:

8.4

C RAILL

C RAILL

ST

-1

0, SE

E A4

/C

6'

DI

A.

M

AN

HO

LE

ST

A.

1+

RI

M:

2.5

IN

V:

7.2

TOP OF BALLAST

BALLAST

12" UNDERDRAIN

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

C1

STORM SEWER PROFILE (ST-8 TO ST-12)

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

STORM SEWER PROFILE (ST-13 TO ST-10)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

ST

-4

4'

DI

A.

M

AN

HO

LE

ST

A.

3+

RI

M:

1.6

IN

V:

5.2

IN

LE

T-

NY

LO

PL

AS

T

ST

RU

CT

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E

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H

DO

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A

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BL

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A.

1+

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1.4

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7.6

IN

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T-

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ST

RU

CT

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BL

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A.

0+

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2.3

IN

V:

8.6

193.7' OF 12" UNDERDRAIN @ 0.50% 203.2' OF 12" UNDERDRAIN @ 0.50%

24" RCP

TOP OF SUBGRADE

TOP OF BALLAST

BALLAST

INV: 526.63

STATION

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

ST

-4

4'

DI

A.

M

AN

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A.

0+

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1.6

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5.2

IN

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T-

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ST

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CT

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RA

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A

SS

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BL

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ST

A.

1+

RI

M:

1.5

IN

V:

7.9

200.0' OF 12" UNDERDRAIN @ 0.50%196.7' OF 12" UNDERDRAIN @ 0.50%

IN

LE

T-

NY

LO

PL

AS

T

ST

RU

CT

UR

E

W

IT

H

DO

ME

G

RA

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A

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BL

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A.

3+

RI

M:

1.7

IN

V:

8.9

1TOP OF BALLAST

TOP OF SUBGRADE

BALLAST

INV: 526.92

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

C1

STORM SEWER PROFILE (INLET-1 TO ST-4)

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

STORM SEWER PROFILE (ST-4 TO INLET-6)

0+00 0+50 1+00 1+50 2+00 2+50

IN

LE

T-

NY

LO

PL

AS

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ST

RU

CT

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E

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A

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ST

A.

0+

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M:

1.7

IN

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189.9' OF 12" UNDERDRAIN @ 0.50%

ST

-1

0, SE

E A4

/C

6'

DI

A.

M

AN

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LE

ST

A.

1+

RI

M:

2.5

IN

V:

7.2

TOP OF BALLAST TOP OF SUBGRADE

BALLAST

INV: 527.97

STATION

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50

191.7' OF 12" UNDERDRAIN @ 0.50%

IN

LE

T-

NY

LO

PL

AS

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ST

RU

CT

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0.7

IN

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7.0

185.5' OF 12" UNDERDRAIN @ 0.50%

ST

-5

4'

DI

A.

M

AN

HO

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ST

A.

3+

RI

M:

1.9

IN

V:

4.9

24" RCP

IN

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AS

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RU

CT

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0 TOP OF BALLAST

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STATION

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288.5' OF 12" UNDERDRAIN @ 0.50%

IN

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T-

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LO

PL

AS

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ST

RU

CT

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0.4

4TOP OF BALLAST TOP OF SUBGRADE

BALLAST

INV: 529.00

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

C1

STORM SEWER PROFILE (INLET-9 TO ST-10)

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

A1

STORM SEWER PROFILE (INLET-3 TO ST-5)

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

C3

STORM SEWER PROFILE (ST-10 TO INLET-11)

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00

ST

-5

4'

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200.0' OF 12" UNDERDRAIN @ 0.50%

IN

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AS

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2.5

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8.7

TOP OF BALLAST

TOP OF SUBGRADE

BALLAST

INV: 526.68

STATION

0+00 0+50 1+00 1+50 2+00 2+50 3+00

208.5' OF 12" UNDERDRAIN @ 0.50%

IN

LE

T-

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-1

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TOP OF BALLAST

TOP OF SUBGRADE

BALLAST

INV: 527.83

STATION

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203.9' OF 12" UNDERDRAIN @ 0.50%

IN

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0 TOP OF BALLAST

TOP OF SUBGRADE

BALLAST

INV: 528.76

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

C1

STORM SEWER PROFILE (ST-5 TO INLET-8)

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

A1

STORM SEWER PROFILE (INLET-10 TO ST-11)

1" = 30' HORIZONTAL; 1" = 5' VERTICAL

A3

STORM SEWER PROFILE (ST-11 TO INLET-12)

#3 BAR ALL AROUND (W/ 6"

OVERLAP)

GRAVEL

6" DIA. D.I.

AS REQUIRED

VALVE

VALVE BOX

GRAVEL

#3 BAR ALL AROUND

(W/6" OVERLAP)

6" DIA. D.I.

AS REQUIRED

WATER MAIN WITH

TRACE WIRE

VALVE

VALVE BOX

NTS

A1

TYPICAL FIRE HYDRANT SETTING

NTS

C4

VALVE AND VALVE BOX

E D

G E

O

F

P

A V

E M

E N

T

ROUND CONCRETE COLLAR

(4000 PSI CONCRETE)

THERMITE WELD

GATE VALVE

WATER LINE

WITH TRACE WIRE

THRUST BLOCK,

REFER TO DETAIL

ON THIS SHEET

ROUND CONCRETE COLLAR

1'-0" x 1'-0" x 1'-0"

CONCRETE BLOCK

2'-0" SQ. X 6"

CONCRETE BLOCK

1'-3" MIN. SQ.

CONCRETE BLOCK

3'-0" MIN. 7'-0" MAX.

3'-6" (TYP.)

2'-0" MAX. (LOW PROFILE)

4'-0"MAX. (STANDARD HT.)

1'-6" MIN.

FINISHED GRADE

SEE VALVE BOX DETAIL

FOR CONCRETE COLLAR

COVER, LABELED "WATER"

EXTEND TRACER WIRE FROM

SPLICE ALONG VALVE BOX AND

EXTEND 3 FEET OF EXTRA TRACER

WIRE INSIDE OF VALVE BOX

SPLICE VALVE TRACER WIRE TO

PIPE TRACER WIRE WITH BRASS OR

ALUMINUM WIRE CLAMP

EXTEND TRACER WIRE FROM SPLICE ALONG

VALVE BOX AND EXTEND 3 FEET OF EXTRA

TRACER WIRE INSIDE OF VALVE BOX

SPLICE VALVE TRACER WIRE TO

PIPE TRACER WIRE WITH BRASS OR

ALUMINUM WIRE CLAMP

PROVIDE MECHANICAL JOINT

RESTRAINTS BETWEEN TEE

AND VALVE

NTS

C1

THRUST BLOCK

NTS

A4

TAPPING SLEEVE AND VALVE

8"

NOTES:

1. THRUST BLOCK BUILT AGAINST UNDISTURBED SOIL WITH ADEQUATE BACKING TO PREVENT MOVEMENT OF FITTING.

2. BEARING TABLE BASED ON 150 PSI STATIC PRESSURE PLUS 50 PSI WATER HAMMER AND 3000 PSF SOIL BEARING.

3. PIPE JOINTS AND BOLTS MUST BE ACCESSIBLE.

4. FELT WRAP AND TAPE FITTING FASTENER AREAS PRIOR TO THE CONCRETE THRUST BLOCK POUR TO ALLOW

FUTURE ACCESS TO THE FASTENERS AT THE JOINTS.

5. FOR THRUST BLOCKING ON VALVE, SEE TAPPING SLEEVE AND VALVE DETAIL.

6. THRUST BLOCKING DETAILS ARE SHOWN FOR TYPICAL INSTALLATIONS. IN SOME CASES ADDITIONAL RESTRAINT MAY BE REQUIRED.

FOR UNSTABLE SOIL CONDITIONS, SUBMIT RFI TO CONTRACTING OFFICER FOR THRUST BLOCK DIMENSIONS.

7. USE 2500 PSI PORTLAND CEMENT CONCRETE FOR THRUST BLOCKS.

8. WHERE PIPES ARE INSTALLED PARALLEL TO EACH OTHER, USE RESTRAINED JOINTS WHERE THRUST BLOCKS CANNOT BE USED.

B

BA

1'-3"

1'-0"

8"

6" dxe

C B

6"

6"

8"

5"

ACB

6"

6"

1'-0"

7"

8"

6"x4"

4"x2" e

A

B

8" 1'-1"

A

A d

A

B

8" 1'-6" d

B

1'-1"

C

R E

D U

C E

R S

AC

B

6"

6"

1'-4"

10"

ACB

6"

6"

1'-1" 1'-4"

Ad

4"

2"-2.5"

1'-1"

B

E N

D S

8"

A

2'-0" d

B

B

E N

D S

8"

B

A

1'-8" d d

B

2'-0"

C

B

6"

B

A C d

1'-8" 1'-6"

1'-0"

T E

N

C

P

S

B E

N D

S

MINIMUM SIZE OF 2500 PSI CONCRETE THRUST BLOCKS FOR WATER MAINS

CB

3'-7" 2'-3"

A

2'-3"

V

E R

T I C

A L

B

E N

D

10" 1'-5"

10" 2'-0" 1'-5"10" 2'-2"10"

2'-3" 3'-4"8" 2'-3"

2'-0" 1'-6"

10" 8"x6"

C

A

B

C

V

E R

T I C

A L

B

E N

D

5"8" 10" 7"

5'-6" 3'-7"

3'-7"

#4

REIN.

BAR

12" 2'-7"12" 2'-7"12"

2'-4" 4'-4"

3'-5" 4'-4"

12" 1'-9"

1'-9"10"

CB

Ad

4"

2"-2.5"

6"

C R

O S

S E

S

8"

10"

10" 8"

10" d

B

A

A

B

B

B

A

A

C

C

1'-0" 6"

4"x2

NOTES:

1. CONDUCT INSTALLATION OF TAPPING SLEEVE AND VALVE UNDER

"WET" CONDITIONS. MAINTAIN EXISTING MAINS IN SERVICE AT ALL TIMES

DURING TAPPING OR INSERTION.

2. CONCRETE THRUST BLOCK UNDER VALVES SHALL HAVE THE

SAME SOIL BEARING AREA AS A 45° ELBOW.

EXISTING DIP

PLAN

ELEVATION

MECHANICAL JOINT

TAPPING VALVE

THRUST BLOCK POURED

AGAINST UNDISTURBED

SOIL

MECHANICAL JOINT

TAPPING SLEEVE

THRUST BLOCK POURED

AGAINST UNDISTURBED SOIL

#4 REIN. BAR

MECHANICAL JOINT

TAPPING VALVE

UNDISTURBED SOIL/COMPACTED FILL PER

PROJECT SPECIFICATIONS

SEE VALVE

BOX DETAIL

PAINT HYDRANT TOP AND NOZZLE CAP AS

REQUIRED BY NFPA 291

PAINT HYDRANT BARREL YELLOW IN

ACCORDANCE WITH UFC 3-600-01

501 North Broadway

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(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

M I N

NTS

C4

UNDERDRAIN TRENCH DETAIL

12" PERFORATED

PVC UNDERDRAIN

INDOT NO. 8 AGGREGATE

2' MIN.

4"

INDOT TYPE 2A

GEOTEXTILE FABRIC

NTS

A2

ASPHALT PAVEMENT

1.5" HMA, PG 64-22, AGGREGATE

GRADATION 3

2.5" HMA, PG 64-22, AGGREGATE

GRADATION 1

6" NO. 53 AGGREGATE

BASE COURSE

PREPARED SUBGRADE

TACK COAT

RAILROAD BALLAST

SEE RAILROAD DRAWINGS

FOR THICKNESS

COMPACTED SUBGRADE

COMPACTED SUBGRADE

TOP OF SUBGRADE

SIGN PANEL ATTACHMENT

WASHER

3/8" DIA. PAN HEAD

MACHINE SCREW W/HEX

NUT & WASHERS

SIGN MOUNTING POST

FINISHED GRADE

PAINTED 3-LB

B-CHANNEL

GALVANIZED STEEL

(12 GAUGE)

4" x 8" ALUMINUM METAL PLATE AT TOP OF POST, SIGN TO

BE MOUNTED PARALLEL TO THE LINE THE VALVE/HYDRANT

IS ASSOCIATED WITH. VALVE/HYDRANT NUMBER SHOWN ON

PLATE TO BE COORDINATED WITH CONTRACTING OFFICER.

NTS

A4

VALVE/HYDRANT LOCATION SIGN

NTS

C1

AGGREGATE PAVEMENT

NTS

A1

BOLLARD

C

L

NOTES:

1. POSTS MUST BE PAINTED CATERPILLAR YELLOW.

18"

6"

4'

4'

2"

PAVEMENT OR

SIDEWALK

6" Ø SCHEDULE 40 OR 80 STEEL

PIPE WITH COVER AND FILLED

WITH CONCRETE AND SLEEVED.

REFER TO PLANS FOR SIZES.

SLOPE TO DRAIN (TYP)

FINISHED GRADE

CONCRETE

NTS

C2

PRECAST CONCRETE END SECTION

DIA. WALL A

(+/-1")

B (+/-1")

C (+/-1") E

12" 2" 5" 4'-3" 6'-2" 2'-0"

15"

18"

7"

11"

4'-0"

4'-1"

2-1/4"

2-1/2"

6'-3"

6'-2"

2'-6"

3'-0"

24"

DIMENSIONS

B

C

A

E

PLAN VIEW

SECTION A-A

END VIEW

8"

WALL

DIA.

A A

DIA.

WALL

6"

D

WALL +6"

D

DIA.

E

WALL

TOE WALL

21" 11" 3'-6"2-3/4" 6'-3" 3'-6"

24" 1'-0" 2'-8"3" 6'-3" 4'-0"

D (+/-1")

24"

24"

24"

24"

6" INDOT #2 CRUSHED STONE

PREPARED SUBGRADE

6" INDOT #53 CRUSHED STONE

BI-AXIAL GEOGRID

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

M I N

V A

R I E

S

M

I N

NTS

B3

TYPICAL UTILITY TRENCHING - UNPAVED

NTS

A3

TYPICAL UTILITY TRENCHING - PAVED

FINISH GRADE

FINAL BACKFILL

COMPACT TO 95% ASTM 1557

UTILITY MARKING TAPE

TRACE WIRE (TAPE TO PIPE)

UTILITY BEDDING MATERIAL

VARIES

MIN. WIDTH REQUIRED FOR SAFE UTILITY

INSTALLATION PER OSHA REQUIREMENTS

PIPE O.D. + 18"

MINIMUM

PIPE O.D. + 18"

MINIMUM

6"

MATCH EXISTING PAVEMENT

STRUCTURE OR DETAIL ON

SHEET C-5022, WHICHEVER

IS THICKER

UTILITY BEDDING

MATERIAL

TRACE WIRE (TAPE

TO PIPE)

BITUMINOUS PAVEMENT

FINISHED PAVED AREA

VARIES

UTILITY MARKING TAPE

VARIES

MIN. WIDTH REQUIRED FOR SAFE UTILITY

INSTALLATION PER OSHA REQUIREMENTS

PLUS 1' ON EACH SIDE

12"

BACKFILL MATERIAL

6"

REMOVABLE FLOWABLE FILL

PER INDOT STANDARD

SPECIFICATION, SECTION 213

MINIMUM PIPE BURIAL

DEPTH PER PIPE

MANUFACTURER

RECOMMENDATION

(MIN. MANUFACTURING

REQ. SAME AS MIN. SUMP)

(3) VARIABLE INVERT HEIGHTS

AVAILABLE (ACCORDING TO

PLANS/TAKE OFF)

1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE

BRONZE GRATE.

2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05

3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS

OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO. 7001-110-065

4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HDPE (ADS

-12/HANCOR DUAL WALL), N-12 HP, & PVC SEWER.

5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS

SEE DRAWING NO. 7001-110-012.

TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR

GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE

DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,

TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS.

SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION.

(1, 2) INTEGRATED DUCTILE IRON

FRAME & GRATE TO MATCH BASIN O.D.

WATERTIGHT JOINT

(CORRUGATED HDPE SHOWN)

(4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE:

4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL,

ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35),

PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC

THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER

GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I,

CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321.

BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE

PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321.

18" MIN WIDTH GUIDELINE

8" MIN WIDTH GUIDELINE

(3) VARIABLE SUMP DEPTH

ACCORDING TO PLANS

(6" MIN. BASED ON

MANUFACTURING REQ.)

4" MIN

(5) ADAPTER

ANGLES

VARIABLE 0° -

360°

ACCORDING TO

PLANS

A A

D

D

UC

T

IL

E

IR

O

N

R A I N S T O

W A

T E

R W

A Y

S

N Y

L O P L A S T

DO

NOT

POLLUTE

SECTION A-A

4.96

Ø13.37

DIMENSIONS ARE FOR REFERENCE ONLY

ACTUAL DIMENSIONS MAY VARY

DIMENSIONS ARE IN INCHES

QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05

PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT

LOCKING DEVICE AVAILABLE UPON REQUEST

NOTE:

1. MANUFACTURER TRADE NAMES AND MODEL NUMBERS

LISTED ARE USED AS A BASIS OF DESIGN ONLY AND

NOT INTENDED TO BE PROPRIETARY. PRODUCTS OF

OTHER MANUFACTURERS ARE ACCEPTABLE, PROVIDED

THEY MATCH THE MATERIAL, COLOR AND FINISH OF THE

ITEMS LISTED AND MEET THE TECHNICAL

REQUIREMENTS OF THE PLANS AND SPECIFICATIONS.

NTS

B1

NYLOPLAST DRAIN BASINS

NTS

A1

NYLOPLAST DOME GRATE ASSEMBLY

NTS

C3

TYPICAL UTILITY TRENCHING - RAILROAD

PIPE O.D. + 18"

MINIMUM

6"

UTILITY BEDDING

MATERIAL

TRACE WIRE (TAPE

TO PIPE)

TOP OF SUBGRADE

UTILITY MARKING TAPE

12"

SELECT MATERIAL

12" MIN.

FINAL BACKFILL,

SELECT MATERIAL

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

SECTION"A-A"

PLAN

A

A

1.75"

1.0"

SANITARY SEWER

MANHOLE BASE SET ON

6" OF #8 STONE

8"

3" MIN. ABOVE BASE

#4 BARS - 12" O.C. BOTH WAYS, 3" MIN

COVER

PRECAST

CONCRETE

SECTIONS

FILL WITH CONCRETE, SLOPE SIDES AT

1/2"/FOOT (MIN)

NOTES:

1. MANHOLE MUST CONFORM TO ASTM C-478.

2. JOINTS MUST CONFORM TO ASTM C-443.

3. PROVIDE STEEL LADDER WITH RUNGS SPACED

AT 12" ON CENTER FOR STRUCTURE GREATER

THAN 12 FEET DEEP.

4' DIAM. MIN.

O-RING GASKET BETWEEN ALL RISER

AND CONE SECTIONS, PLUS 1/2" EXTRUDABLE

GASKET (KENT SEAL OR EQUAL)

ECCENTRIC CONE SECTION

BUTYL RUBBER BASE

EXTERIOR BACKPLASTER

MATERIAL. 1/4"±1/16" MIN.

THICKNESS FROM 2" BELOW

TOP OF CONE TO CASTING.PRECAST CONCRETE ADJUSTER RINGS

4" MIN. - 12" MAX.

NTS

B1

MANHOLE DETAILS

NTS

B3

MANHOLE FRAME AND COVER DETAILS

FRAME AND COVER

TOP OF FRAME ELEVATION

(SEE PLANS)

34" OR 36", DEPENDENT

UPON O.D. OF RING SECTION IN USE

26"

21"

MACHINED

BEARING

SURFACE

22.75"

SELF-SEALING

APPLICATON

7" OR 9"

FRAME AND COVER WITH

"SELF-SEALING" APPLICATION

TYPE "B" LID

DESIGN

CONCEALED PICKHOLES

12" O.C.

24" MAX.

24" MAX.

"WATER", "SANITARY

SEWER" OR "WATER" AS

APPROPRIATE.

NTS

A1

TYPE "E" CATCH BASIN

NOTES:

1.

2.

3.

5.

LADDER RUNGS, 12" O.C. AT OVER 4 FOOT DEPTHS.

6.

7.

PLAN

PRECAST CONCRETE MUST BE CLASS "B".

OF 8'-0" MEASURED FROM THE TOP OF GRATE TO INVERT, MUST

WHEN ADDITIONAL DEPTH IS SCHEDULED, WALLS BELOW THE DEPTH

INLET FRAME AND GRATES TO BE NEENAH FOUNDRY PATTERN

BOTTOMS MUST BE DISHED AND SLOPED TOWARDS THE OUTLET

BE 12" THICK IF CONCRETE, OR DOUBLE BLOCK IF BLOCK. THE

PROVIDE 7/8" DIA. X 7" X 12" STEEL REINFORCED POLYPROPYLENE

NO. R 3067 OR APPROVED EQUAL.

PIPE AT A RATE OF 2 INCHES PER FOOT.

INVERTS TO BE ELIMINATED IN BOTTOM OF TERMINAL INLETS.

INLET MUST BE PRECAST CONCRETE.

FOUNDATION DIMENSION MUST BE INCREASED 12" IN WIDTH AND

TO 12" IN DEPTH.

MANUFACTURER FOR H-25 LOADING IN & WITHIN 20' OF PAVED AREAS.

PRECAST STRUCTURE REINFORCING TO BE DESIGNED PER

8.

PER MANUFACTURER'S SPECIFICATION.

TWO COATS OF BITUMASTIC WATER PROOFING MUST BE APPLIED

9.

4.

INLET MUST HAVE A AN ECO-FRIENDLY CURB PIECE.

6" 2' - 6" SQUARE 6"

2' - 6"

2' - 6"

2' - 10

3' - 6"

1"

SECTION A-A

WATER

2"

#5

USE TYPE 7 CASTING

AA

2' - 10

3' - 6"

" 3

2' - 10

3' - 6"

6" 6"2' - 6"

6"

6"

2' - 6"

2 - #5 x 3' - 0"

"2

VARIABLE,

6" MIN

8" MIN. WALL THICKNESS

100°

96°

53°

30°

81°

15" RCP

12" PVC

UNDERDRAIN

24" RCP

12" PVC

UNDERDRAIN

24" RCP

NTS

A4

ST-10 DRAINAGE STRUCTURE

Ø 72"

6.6"

28.87"

7.45"

28.39"

21.31"

0.9"

DETAIL A

15" RCP

INV EL 527.20

12" PVC

UNDERDRAIN

INV EL 529.00

8"

DETAIL A - PROFILE

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

B R

I

W

D

T H

6"

10'-0" MAXIMUM

6"

M

I N

16" MIN. DIA.

CONCRETE BASE

TENSION WIRE

BRACE RAIL

LINE POST

LINE POST

GRADE

HOG RINGS (TYP.)

10" MIN. DIA.

FABRIC

TENSION BAR

CARRIAGE BOLT

FABRIC

TENSION BAND

NO SCALE

1'-0"

CONCRETE BASE

1 1/2" (TYP.)

2"

CHAIN-LINK SECURITY FENCE DETAIL

H-BEAM

BRACE RAIL CLAMP DETAILS

TRUSS ROD AND BAND

TENSION BAND DETAIL

FASTENING DETAILS

H-BEAM ROUND POST

LINE POST ATTACHMENTS

TOP OR BRACE RAIL ATTACHMENT

ROUND POST

9-GAGE STEEL TIE WIRES (2'-0" O.C.

MAX.)

TENSION BAND (15" O.C. MAX. AND WITHIN 4"

FROM TOP AND BOTTOM OF FABRIC)

TENSION BAR TO ENGAGE EACH

FABRIC LINK

BARBED WIRE OR

TENSION WIRE

9-GAGE STEEL TIE WIRE (15"

O.C. MAX. AND WITHIN 4"

FROM TOP AND BOTTOM OF

FABRIC)

TRUSS ROD (3/8" MIN.

DIA.)

TRUSS ROD (3/8" MIN. DIA.)

CHAIN-LINK FABRIC (9 GAGE, 2" MESH)

END OR GATE POST DETAIL

CORNER, END,

OR PULL POST

TIE WIRES OR

CLIPS (TYP.)

TIE WIRES OR HOG

RINGS (TYP.)

TENSION WIRE

BOTTOM OF FABRIC

9-GAGE STEEL TIE

WIRE (15" O.C. MAX.

AND WITHIN 4" FROM

TOP AND BOTTOM

OF FABRIC)

BARBED-WIRE APRON

ON EXTENSION ARMS

10'-0" O.C. MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

0" MIN

2" MAX

NO SCALE

NTS

A1

FENCE DETAILS 1 OF 2

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

1'-0"

1'-0"

T

Y

P

1'-0"

T

Y

P

35 DEGREES

TOP RAIL OR TENSION WIRE

PULL POST

LINE POST

LINE POST

TRUSS ROD

TRUSS ROD

10'-0" MAX.

10'-0" MAX.

NO SCALE

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 72" OR LESS

FABRIC WIDTH 84" TO 96"

FABRIC WIDTH 108" AND OVER

CORNER, END & PULL POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

LINE POSTS

TUBULAR - ROUND

H-SECTION

C-SECTION (ROLL-FORMED)

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

BRACE RAILS

BRACE RAILS

BRACE PANEL DETAIL

3/8" PLAIN PIN RIVETED FLUSH (TYP.)

45 DEGREES

LOCK PIN (TYP.)

BARBED WIRE (TYP.)

3/8" PLAIN PIN RIVETED FLUSH (TYP.)

PROVIDE BRACE PANEL WHENEVER STRAIGHT

RUNS EXCEED 500 FEET.

NOTE:

2.375" O.D.

2.00" SQ.

3.50" X 3.50"

2.875" O.D.

2.50" SQ.

3.50" X 3.50"

4.00" O.D.

3.00" SQ.

1.90" O.D.

2.25" X 1.70"

1.875" X 1.625"

2.375" O.D.

2.25" X 1.70"

2.25" X 1.70"

2.875" O.D. 2.25" X

1.70"

LINE POST

EXTENSION ARM DETAILS

CORNER POST

1.66" O.D.

1.50" SQ.

1.625" X 1.50"

1.625" X 1.25"

NOTES:

1. DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS AND ARE NOT INTENDED TO LIMIT OTHER TYPES OF FENCE SECTIONS AND

METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

2. FENCING MUST BE FE5 OR FE6 IN ACCORDANCE WITH COR DIRECTION.

3. WIRE TIES, RAILS, POSTS, AND BRACES MUST BE CONSTRUCTED ON THE SECURE SIDE OF THE FENCE ALIGNMENT. CHAIN-LINK

FABRIC MUST BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

4. UNLESS SPECIFICALLY SHOWN OR SPECIFIED, ALL FE6 FENCE MUST HAVE AN APRON EXTENDED OUTWARD FROM THE AREA

BEING PROTECTED.

5. C-SECTION POSTS MUST BE INSTALLED SO THAT THE VOID INSIDE THE POST IS COMPLETELY FILLED WITH CONCRETE UP TO THE

TOP OF THE FOUNDATION.

FENCE LEGEND:

TYPE FE5 - CHAIN-LINK FENCE WITHOUT BARBED-WIRE APRON

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

TYPE FE7 - CHAIN-LINK FENCE W/BARBED WIRE ON DOUBLE OUTRIGGER

TYPE FE8 - CHAIN-LINK FENCE W/BARBED-WIRE AND BARBED-TAPE ON DOUBLE OUTRIGGER

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TWB - TENSION WIRE TOP AND BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

EXAMPLES

FE6-TR-72 - CHAIN-LINK SECURITY FENCE WITH BARBED-WIRE ON SINGLE OUTRIGGER, TOP RAIL, AND 72 INCH FABRIC WIDTH.

FE5-TWB-84 - CHAIN-LINK SECURITY FENCE WITH NO APRON, TOP AND BOTTOM TENSION WIRE, AND 84 INCH FABRIC WIDTH.

NO SCALE

TENSION WIRE

NTS

A1

FENCE DETAILS 2 OF 2

REFER TO FENCE DETAIL FOR

BASE DIMENSIONS

REFER TO FENCE DETAIL FOR

BASE DIMENSIONS

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

REFER TO FENCE DETAIL

ABOVE FOR BASE DIMENSIONS

REFER TO FENCE DETAIL

ABOVE FOR BASE DIMENSIONS

LEAF

N

B

R

T

E

P

L A

N

F

O R

H

I G

H T1

GATE OPENING - SEE SITE PLAN

3 STRANDS OF BARBED

WIRE (TYP.)

FENCE FABRIC (TYP.)

DIRECTION GATE SWING (TYP.)

CHAIN LINK

FABRIC

LINE POST

F E

N C

E

F

A B

R

P

L A

N

VERTICAL BARBED

WIRE APRON

SINGLE OUTRIGGER

TO UNSECURE SIDE

BRACE RAIL

LATCH

BRACE RAIL

GRADE LINE

TRUSS ROD

TRUSS

ROD

GATE FRAME

BRACE RAIL (TYP)

HINGES (TYP)

TRUSS ROD (TYP)

BRACE RAIL (TYP)

LINE POST

GRADE LINE

GATE FRAME

GATE POST SCHEDULE

GATE LEAF WIDTH OUTSIDE DIMENSION

(NOMINAL)

(NOMINAL)

6' OR LESS

2.875" OD

2.5" SQ

4.0" OD

MORE THAN 18'

8.625" OD

6.625" OD

DROP ROD

GATE OPENING

GATE LEAF

3 STRANDS OF BARBED

WIRE (TYP.)

CHAIN-LINK

FABRIC

HINGE

HINGE

3 HORIZONTAL STRANDS

OF BARBED WIRE

3 STRANDS OF BARBED

WIRE (TYP.)

TOP TENSION WIRE

OR RAIL AS SPECIFIED

TOP TENSION WIRE OR

RAIL AS SPECIFIED (TYP)

NOTES:

2. SWING GATES WILL BE CONSTRUCTED WITH DROP RODS, PADLOCKS, LATCH

ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

3'-10" FOR POSTS 8 5/8 " 0. D.

3'-4" FOR POSTS 6 5/8 " O. D.

3'-0" MIN. FOR POSTS

4" O. D. & LESS

LATCH

ASSEMBLY

GATE

POST

3 STRANDS

OF BARBED

WIRE

16" DIA. MIN. FOR GATE

POSTS 4" O. D. & LESS

24" DIA. FOR GATE

POSTS OVER 4" O.D.

3/8 " DIA. TRUSS

RODS (TYP)

2" MAX.

PLAN

DOUBLE SWING GATE (TYPE FE-6 FENCE)

ELEVATION

NO SCALE

NO SCALE

PERSONNEL GATE

TYPE FE-6 FENCE

1. FOR NON-SENSORED FENCES, DETAILS SHOWN ARE TO CLARIFY REQUIREMENTS

AND ARE NOT INTENDED TO LIMIT OTHER TYPE OF FENCE SECTIONS AND

METHODS OF INSTALLATION WHICH COMPLY WITH THE SPECIFICATIONS.

4. GATES WILL BE DESIGNATED AS FOLLOWS:

FENCE TYPE - FE5, FE6, ETC.

FENCE HEIGHT - INCHES

TYPE OPENING - SO (SINGLE)

- DO (DOUBLE)

HINGE - RA (STANDARD)

- HO (OFFSET)

OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

EXAMPLES: FE6-84-DO-RA-24

FE5-48-SO-HO-6

GREATER THAN 6' TO 12'

GREATER THAN 12' TO 18'

BOTTOM TENSION

WIRE OR RAIL AS

SPECIFIED (TYP)

BOTTOM TENSION

WIRE OR RAIL AS

SPECIFIED

3. ALL GATE FRAMES WILL MEET THE MINIMUM REQUIREMENTS OF ASTM F900

1.90" NOMINAL (ROUND) OR 2.00" NOMINAL (SQUARE). GATE FRAMES

WILL BE OF WELDED CONSTRUCTION OR WILL BE ASSEMBLED USING

HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL

BRACE MAY BE USED IN LIEU OF TRUSS RODS TO BRACE ALL-WELDED GATE

FRAMES. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROPER RIGID

CONSTRUCTION OF ALL GATES SUPPLIED.

NTS

A1

GATE DETAILS 1 OF 2

REFER TO FENCE DETAIL FOR

BASE DIMENSIONS

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

PAVED SUFACE

BITIMINOUS

SAND/GRAVEL

1/2 " DIA. DROP ROD

(INDUSTRY STANDARD)

P.C. CONC.

10"

STANDARD HINGE

GATE KEEPER

SWING GATE DETAILS

(TO HOLD GATE OPEN)

NO SCALE

6" DIA.

P.C. CONC.

NEW CURB &

GUTTER

1/2 " EXP.

JOINT

WASHER

NEW GATE

STANDARD

HINGE

NEW GATE

POST FTG.

SEE

ELEVATION

GATE

POST

1/2 " EXP.

JOINT

GATE

SAWCUT

CURB FULL

DEPTH

SAWCUT

GUTTER

3" MIN.

EXIST. CURB &

GUTTER

EXIST.

CURB

1" ID

STEEL PIPE

A

LATCH ASSEMBLY

DROP ROD ASSEMBLY

NTS

A1

GATE DETAILS 2 OF 2

GATE POST SECTION

AT CURB AND GUTTER

NO SCALE

PLAN

OFFSET HINGE

DROP ROD FOUNDATION

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

2'

1' 2'

R

#3 BAR

DIRECTION

OF FLOW

SECURE ENDS OF

STAKES AS DIRECTED

DIRECTION

OF FLOW

1/2"

REBAR STAKE FOR

EROSION CONTROL

FILTER SOCK LAP DETAIL

NOTE: STAKES SHOULD EXTEND 8" BELOW SOCK.

PARALLEL OVERLAPS - SAME MAT

NOTES:

1. INSTALLATION OF EROSION CONTROL MAT/BLANKETS WILL

COMPLY WITH MANUFACTURER'S SPECIFICATIONS.

2. TEMPORARY EROSION CONTROL BLANKET USE ONE 9" BIO-STAKE

OR SOD PIN (SEE DETAIL).

3. PERMANENT EROSION CONTROL BLANKETS USE 12" SOD PIN

(SEE DETAIL).

S

L

O

P

E

F

L

O

W

S

L

O

P

E

WASHRACK

(OPTIONAL)

INDOT TYPE 2A

GEOTEXTILE

WASHRACK (OPTIONAL)

2"-3" CRUSHED AGGREGATE

PLAN

A A

SECTIONA

NTS

IF WASH RACK IS USED, DISCHARGE MUST DRAIN

TO A EROSION CONTROL BMP.

NOTES:

PRE-ENGINEERED INLET PROTECTION

MAY BE USED IF APPROVED BY

CONTRACTING OFFICER.

GRATE

FILTER FABRIC

UNDER GRATE

8" FILTER SOCK

24"

M

I N

20' MIN.

1. WASHOUT LOCATION TO BE COORDINATED WITH

CONTRACTING OFFICER.

2. DRY CONCRETE TO BE REMOVED FROM THE SITE

PERIODICALLY AND DISPOSED OF BY APPROVED METHODS.

3. THE CONCRETE WASHOUT SIGN WILL BE INSTALLED

WITHIN 30 FT. OF THE TEMP. CONCRETE WASHOUT FACILITY.

NOTES:

WOOD POSTS

4" x 4" x 8'

0.5" LAG SCREWS

3/8 " TREATED PLYWOOD

48" x 24" PAINTED WHITE

CONCRETE

WASHOUT

BURY LINING

IN STONE

BERM (#8 STONE)

10 MIL. PLASTIC LINING

TO TERMINATE IN STONE

BERM (#8 STONE)

LATH & FLAGGING ON

ALL SIDES

10 MIL. PLASTIC LINING

NOTES:

M

I N

M

I N

70' MINIMUM

NTS

C1

FILTER SOCK EROSION CONTROL DETAILS

NTS

C3

EROSION CONTROL BLANKET

NTS

C5

TEMPORARY CONSTRUCTION EXIT

NTS

A1

INLET PROTECTION

NTS

A3

CONCRETE WASHOUT WITH SIGN

2"X 2"X 36" LONG HARDWOOD STAKES W/ ONE END

SHAPPENED &SPACED 5'-0" O.C.

CUT CONTINUOUS TRENCH, 6" TO 8" DEEP & INSERT

LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED

MATERIAL & COMPACT

MAINTAIN BY REMOVING ACCUMULATED SILT

36" EIDE NON-WOVEN POLYPROPYLENE GEOTEX

FABRIC (4.5 OZ/S.Q YARD)

WOOD LATH TO SECURE TO STAKES

NTS

A5

SILT FENCE DETAIL

12" MIN. OVERLAP

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

4"

1'

RIP-RAP

SECTION B-B

DDD

MIN. 3D

18" MIN.

D

SECTION A-A

3DL

FLARED END SECTION PLAN

RIP-RAP

3D

MIN.

D

D

D

B

B

D

A

A

FILTER FABRIC

FILTER FABRIC

NTS

A1

RIP-RAP APRON

BLAZE ORANGE HIGH

DENSITY POLYETHYLENE

FABRIC FENCE

STEEL POSTS

GROUND LINE

GROUND PLATES

10'-0"

NTS

A4

CONSTRUCTION FENCE DETAIL

D

D

FLARED END SECTION

FLARED END SECTION

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

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