Amendment 0006_200630 Civil Drawings.pdf

Wx

Wx

Wx

Wx

Wx

Wx Wx

Wx

FO FO

FO

FO

532.26

#1247 - TIP OF FROG

N: 1308482.2109

E: 3028452.9432

24" CMP

INV = 516.02'

S

D

S

D

10" CMP

INV = 539.10'

24" CMP

INV = 513.15'

Ex

Ex

E x Ex

Ex

Ex

Ex Ex

Ex

Ex E x

E x Ex

E

Cx Cx Cx

Cx

531.40

#1195 - ℄ TRACK @ T.R.

N: 1308413.7663

E: 3028446.9236

531.96'

#1198 - POINT OF SWITCH

N: 1308413.5848

E: 3028449.5350

Wx Wx Wx Wx Wx

Wx

Wx

Wx Wx

Wx Wx

Wx Wx x

B-03

B-02

B-01

APPROXIMATE END OF

PREVIOUSLY CAPPED

EXISTING TRANSITE

WATER LINE

B-2943

N:1308800.50 E:3028196.24

N:1308800.50 E:3028290.58

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

60'15' 30'

1" = 30'

1" = 30'

A1

DEMOLITION PLAN

GENERAL SHEET NOTES

1. SEE SHEET C0012 FOR GENERAL NOTES.

2. REFER TO GENERAL DEMOLITION SHEETS FOR BUILDING AND SEPTIC TANK

DEMOLITION DETAILS.

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

CONDITION / SURVEY SHEETS FOR AS SURVEYED CONDITIONS (V1012

THROUGH V1042).

4. DEMO OF ELECTRICAL AND TELECOM MUST BE COORDINATED WITH

ELECTRICAL AND TELECOM PLANS.

5. THE TOP 12" OF ALL MATERIAL TO BE REMOVED WITHIN THE SWMU 21

BOUNDARY, REGARDLESS OF ITS FINAL DISPOSITION, MUST BE PROCESSED

FOR MUNITIONS AND EXPLOSIVES CONCERN (MEC) AND MATERIAL

POTENTIALLY PRESENTING AN EXPLOSIVE HAZARD (MPPE) IN ACCORDANCE

WITH THE EXPLOSIVE SAFETY SUBMISSION. RADIOLOGICAL ACTIVITIES TO BE

PERFORMED CONCURRENTLY WITH UNEXPLODED ORDINANCE/MUNITIONS

AND EXPLOSIVES OF CONCERN (UXO/MEC) SURVEYS IN ACCORDANCE WITH

THE SPECIFICATION.

KEYNOTES

DEMOLISH AND REMOVE BUILDING B-2943 (SEE DEMOLITION DRAWINGS FOR DETAILS).

ONE (1) EXISTING #115 TURNOUT AND RAILS TO BE CAREFULLY REMOVED AND TURNED OVER

TO THE GOVERNMENT. ALL OTHER TURNOUTS TO BE REMOVED AND DISPOSED OF.

WETLAND - 0.08 TOTAL ACRES ON SITE TO BE REMOVED.

REMOVE TRUCK SCALE RAMPS AND GUARDRAILS.

REMOVE EXISTING METAL SHED AND CONCRETE PAD (SEE DEMOLITION DRAWINGS)

REMOVE EXISTING TRUCK SCALE.

REMOVE EXISTING RAIL SCALE.

REMOVE CONCRETE PAVEMENT, SIDEWALK AND STAIRS.

REMOVE ASPHALT PAVEMENT.

REMOVE GRAVEL.

REMOVE STORM SEWER PIPE.

REMOVE CATCH BASIN / MANHOLE.

WETLAND - DO NOT DISTURB.

EXISTING 6" TRANSITE WATER LINE TO BE ABANDONED AND FILLED WITH FLOWABLE FILL.

TEMPORARY CONSTRUCTION FENCE, SEE A4/C5012.

REMOVE FIRE HYDRANT.

NOT USED.

REMOVE CONCRETE BARRIER.

REMOVE CHAIN LINK FENCE/GATE INCLUDING ALL POSTS AND POST FOUNDATIONS.

REMOVE EXISTING TRACK.

NOT USED.

REMOVE RADIATION MONITOR. RADIATION MONITOR TO BE SALVAGED AND RELOCATED TO

THE NEW DLA SITE (BY CONTRACTOR).

NOT USED.

REMOVE POWER POLE / LIGHT POLE.

REMOVE OVERHEAD POWER LINE.

REMOVE UNDERGROUND POWER LINE.

REMOVE UNDERGROUND FIBER OPTIC/COMMUNICATIONS LINE.

NOT USED.

NOT USED.

SAWCUT.

REMOVE HEADWALL/RETAINING WALL.

REMOVE BOLLARD (TYP)

LEGEND

EXISTING UTILITY REMOVAL

EXISTING UTILITY

ABANDONMENT

EXISTING FENCE REMOVAL

EXISTING RAILROAD TRACK

REMOVAL

LIMITS OF DISTURBANCE

ASPHALT PAVEMENT

REMOVAL

CONCRETE PAVEMENT,

SIDEWALK, STAIRS AND

DOCK REMOVAL

BUILDING REMOVAL

GRAVEL REMOVAL

MA

TC

HL

INE

C -10

GRAPHIC SCALE

L

O D

A

N

T

E

R

E V

I S

E

1NOTE:

TREE CLEARING ALLOWED ONLY BETWEEN THE DATES OF OCTOBER 1ST AND

MARCH 31ST. COORDINATE WITH CONTRACTING OFFICER PRIOR TO BEGINNING

WORK.

LIMIT OF DISTURBANCE BOUNDARY UPDATED IN REVISION 1

UED

HE

ETING

THE

D

E BEEN

LITIES

T IN

6/3

Ex

FO

Wx Wx Wx

Wx Wx

Wx Wx

Wx Wx Wx

W x

FO

FO

FO

FO

FOFO FO FO

FO

16" CMP

INV = 566.08'

8" CMP

INV = 552.45'

8" CMP

INV = 554.19'

Ex Ex

Ex

Cx

G

G Cx

Ex Ex

Ex Ex

Ex

Wx

W x W x

W x W x

Wx Wx

Wx Wx

Wx Wx

Wx Wx Wx

B-10 B-11

B-09

B-07

OFFSET

B-07

B-05

B-06

B-03

B-02

B-04

B-08

CUT AND REMOVE 50 PAIR COPPER CABLE FROM ORIGINATION

POINT BACK TO SPLICE POINT AT POLE IDE-27. CUT AND

BACKPULL 24-STRAND SINGLEMODE FIBER OPTIC CABLE TO

BUILDING 2703, BACK TO UTILITY POLE IDEA 1-2 AND COIL UP FOR

FUTURE USE. COORDINATE ALL WORK WITH THE GOVERNMENT

PRIOR TO REMOVAL OF ANY CABLE.

B-3248

B-3249

B-2703

ELECTRIC LINE CONDUIT TO REMAIN

UNKNOWN UTILITY - CONTRACTOR SHALL VERIFY TYPE, SIZE AND

DEPTH OF UTILITY AND COORDINATE WITH CONTRACTING

OFFICER PRIOR TO REMOVAL.

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 30'

A1

DEMOLITION PLAN

MA

TC

HL

INE

C -10

MA

TC

HL

INE

C -10

GENERAL SHEET NOTES

KEYNOTES

APPROXIMATE LOCATION OF SEPTIC TANK. SEE D0012 AND D1032 FOR MORE INFORMATION.

DEMOLISH AND REMOVE BUILDING B-3248 (SEE DEMOLITION DRAWINGS FOR DETAILS).

DEMOLISH AND REMOVE BUILDING B-3249 (SEE DEMOLITION DRAWINGS FOR DETAILS).

DEMOLISH AND REMOVE BUILDING B-2703 (SEE DEMOLITION DRAWINGS FOR DETAILS).

DEMOLISH AND REMOVE FOUNDATION AND ASSOCIATED UNDERGROUND CHAMBER OF

FORMER BUILDING B-2704 (SEE DEMOLITION DRAWINGS FOR DETAILS).

APPROXIMATELY 190' OF EXISTING WATER LINE TO BE ABANDONED IN PLACE.

EXISTING WETLAND - DO NOT DISTURB

REMOVE CONCRETE PAVEMENT, SIDEWALK AND STAIRS.

REMOVE ASPHALT PAVEMENT.

EXISTING 8" TRANSITE WATER LINE TO BE ABANDONED AND FILLED WITH FLOWABLE FILL.

REMOVE STORM SEWER PIPE.

REMOVE CATCH BASIN / MANHOLE.

REMOVE LOADING DOCK (SEE DEMOLITION DRAWINGS FOR DETAILS).

EXISTING 6" TRANSITE WATER LINE TO BE ABANDONED AND FILLED WITH FLOWABLE FILL.

CUT AND CAP EXISTING WATER LINE.

REMOVE FIRE HYDRANT.

CONCRETE PAD TO BE REMOVED. EXISTING PROPANE TANKS ON PAD TO BE REMOVED BY

GOVERNMENT OR GOVERNMENT ASSIGNED CONTRACTOR PRIOR TO WORK BEGINNING ON THE

RAILCAR SITE. PROPANE TANKS TO REMAIN ACTIVE UNTIL NEW DLA SITE IS OCCUPIED.

REMOVE CONCRETE BARRIER.

REMOVE CHAIN LINK FENCE/GATE INCLUDING ALL POSTS AND POST FOUNDATIONS.

REMOVE EXISTING TRACK.

REMOVE GUARD RAIL.

WETLAND - 0.08 TOTAL ACRES ON SITE TO BE REMOVED.

WETLAND - DO NOT DISTURB.

REMOVE POWER POLE / LIGHT POLE.

REMOVE OVERHEAD POWER LINE.

REMOVE UNDERGROUND POWER LINE.

REMOVE UNDERGROUND FIBER OPTIC/COMMUNICATIONS LINE.

REMOVE COMMUNICATIONS MANHOLE.

CLEAR AND GRUB VEGETATION TO LIMITS OF DISTURBANCE LINE AS SHOWN - SEE GENERAL

NOTE 6 FOR ALLOWABLE TIME FRAME FOR TREE REMOVAL.

REMOVE UNDERGROUND GAS LINE.

REMOVE HEADWALL/RETAINING WALL.

REMOVE BOLLARD (TYP)

N

60'15' 30'

1" = 30'

LEGEND

EXISTING UTILITY

REMOVAL/ABANDONMENT

EXISTING FENCE REMOVAL

EXISTING RAILROAD TRACK

REMOVAL

GRAVEL REMOVAL

ASPHALT PAVEMENT

REMOVAL

CONCRETE PAVEMENT,

SIDEWALK, STAIRS AND

DOCK REMOVAL

BUILDING REMOVAL

LIMITS OF DISTURBANCE

GRAPHIC SCALE

1. SEE SHEET C0012 FOR GENERAL NOTES.

2. REFER TO GENERAL DEMOLITION SHEETS FOR BUILDING AND SEPTIC TANK

DEMOLITION DETAILS.

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

CONDITION / SURVEY SHEETS FOR AS SURVEYED CONDITIONS (V1012

THROUGH V1042).

4. DEMO OF ELECTRICAL AND TELECOM MUST BE COORDINATED WITH

ELECTRICAL AND TELECOM PLANS.

5. THE TOP 12" OF ALL MATERIAL TO BE REMOVED WITHIN THE SWMU 21

BOUNDARY, REGARDLESS OF ITS FINAL DISPOSITION, MUST BE PROCESSED

FOR MUNITIONS AND EXPLOSIVES CONCERN (MEC) AND MATERIAL

POTENTIALLY PRESENTING AN EXPLOSIVE HAZARD (MPPE) IN ACCORDANCE

WITH THE EXPLOSIVE SAFETY SUBMISSION. RADIOLOGICAL ACTIVITIES TO BE

PERFORMED CONCURRENTLY WITH UNEXPLODED ORDINANCE/MUNITIONS

AND EXPLOSIVES OF CONCERN (UXO/MEC) SURVEYS IN ACCORDANCE WITH

THE SPECIFICATION.

NOTE:

TREE CLEARING ALLOWED ONLY BETWEEN THE DATES OF OCTOBER 1ST AND

MARCH 31ST. COORDINATE WITH CONTRACTING OFFICER PRIOR TO BEGINNING

WORK.

T

E

R

E V

I S

LIMIT OF DISTURBANCE BOUNDARY UPDATED IN REVISION 1

UED

HE

ETING

THE

D

E BEEN

LITIES

B-12

B-13 B-11

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 30'

A1

DEMOLITION PLAN

MA

TC

HL

INE

C -10

GENERAL SHEET NOTES

KEYNOTES

REMOVE EXISTING TRACK.

CLEAR AND GRUB VEGETATION TO LIMITS OF DISTURBANCE LINE AS SHOWN - SEE GENERAL

NOTE 6 FOR ALLOWABLE TIME FRAME FOR TREE REMOVAL.2

N

60'15' 30'

1" = 30'

LEGEND

EXISTING UTILITY

REMOVAL/ABANDONMENT

EXISTING FENCE REMOVAL

EXISTING RAILROAD TRACK

REMOVAL

LIMITS OF DISTURBANCE

ASPHALT PAVEMENT

REMOVAL

CONCRETE PAVEMENT,

SIDEWALK, STAIRS AND

DOCK REMOVAL

BUILDING REMOVAL

GRAVEL REMOVAL

GRAPHIC SCALE

T

E

R

E V

I S

1. SEE SHEET C0012 FOR GENERAL NOTES.

2. REFER TO GENERAL DEMOLITION SHEETS FOR BUILDING AND SEPTIC TANK

DEMOLITION DETAILS.

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

CONDITION / SURVEY SHEETS FOR AS SURVEYED CONDITIONS (V1012

THROUGH V1042).

4. DEMO OF ELECTRICAL AND TELECOM MUST BE COORDINATED WITH

ELECTRICAL AND TELECOM PLANS.

5. THE TOP 12" OF ALL MATERIAL TO BE REMOVED WITHIN THE SWMU 21

BOUNDARY, REGARDLESS OF ITS FINAL DISPOSITION, MUST BE PROCESSED

FOR MUNITIONS AND EXPLOSIVES CONCERN (MEC) AND MATERIAL

POTENTIALLY PRESENTING AN EXPLOSIVE HAZARD (MPPE) IN ACCORDANCE

WITH THE EXPLOSIVE SAFETY SUBMISSION. RADIOLOGICAL ACTIVITIES TO BE

PERFORMED CONCURRENTLY WITH UNEXPLODED ORDINANCE/MUNITIONS

AND EXPLOSIVES OF CONCERN (UXO/MEC) SURVEYS IN ACCORDANCE WITH

THE SPECIFICATION.

6. TREE CLEARING ALLOWED ONLY BETWEEN THE DATES OF OCTOBER 1ST

AND MARCH 31ST. COORDINATE WITH CONTRACTING OFFICER PRIOR TO

BEGINNING WORK.

LIMIT OF DISTURBANCE BOUNDARY UPDATED IN REVISION 1

UED

HE

ETING

THE

D

E BEEN

LITIES

530 530

0 540

N o t e

N:1308474.70

E:3028150.18

N:1309294.68

E:3028058.95

N:1309812.53

E:3028246.88

N:1310244.92

E:3028336.03

N:1310173.23

E:3028455.95

N:1310151.48

E:3028480.08

N:1310114.41

E:3028494.17

N:1309942.84

E:3028516.79

N:1309860.66

E:3028530.73

N:1309501.62

E:3028561.23

N:1309313.46

E:3028604.24

N:1309210.49

E:3028642.17

N:1309111.24

E:3028659.11

N:1308725.84

E:3028708.80

N:1308581.32

E:3028732.83

SWMU 21 BOUNDARY

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 100'

A1

OVERALL GRADING AND DRAINAGE PLAN

GENERAL SHEET NOTES

GRAPHIC SCALE

N

200'50' 100'

1" = 100'

SHEET C1322

SHEET C1332

SHEET C1342

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. TOP OF INLET TO BE FLUSH WITH TOP OF BALLAST WITH BEEHIVE GRATE

EXTENDING PAST TOP OF BALLAST.

9. ALL REINFORCED CONCRETE PIPE MUST BE CLASS V.

10. SEE C2012 TO C2062 FOR STORM SEWER PROFILES AND STRUCTURE

INFORMATION.

11. SEE 31 23 00.00 20 - EXCAVATION AND FILL SPECIFICATION FOR ADDITIONAL

GRADING DETAILS

H W

Y

S

W M

U

B

O R

D E

R

A

D D

1 SWMU-21 BOUNDARY ADDED IN REVISION 1

UED

HE

ETING

THE

D

E BEEN

LITIES

532.26

#1247 - TIP OF FROG

N: 1308482.2109

E: 3028452.9432

24" CMP

INV = 516.02'

S

D

S

D

10" CMP

INV = 539.10'

24" CMP

INV = 513.15'

531.40

#1195 - ℄ TRACK @ T.R.

N: 1308413.7663

E: 3028446.9236

531.96'

#1198 - POINT OF SWITCH

N: 1308413.5848

E: 3028449.5350

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

Y

S

D

ST-6

ST-1

ST-2

253' OF 24" RCP

203' OF 12" PVC UNDERDRAIN

186' OF 12"

PVC UNDERDRAIN

TRANSITION FROM ASPHALT TO

BOTTOM OF BALLAST(TOP OF

SUBGRADE). SEE RAIL DRAWINGS

FOR TOP OF BALLAST AND TOP OF

RAIL ELEVATIONS

ST-7

108' OF 24" RCP

INLET-1

INLET-2

194' OF 12"

PVC UNDERDRAIN

INLET-3

INLET-4

192' OF 12"

PVC UNDERDRAIN

EXISTING

24" CMP

MATCH EXISTING ELEV.

537.00+--

MATCH EXISTING ELEV.

535.50+--

MATCH EXISTING ELEV.

533.50+--

4' WIDE FLAT

BOTTOM SWALE

@ 1%

APPROXIMATE EDGE OF BALLAST

APPROXIMATE EDGE

OF BALLAST

TEMPORARY CONSTRUCTION

FENCE, SEE A4/C5102

WETLAND TO BE

PROTECTED IN PLACE

SEE GENERAL NOTE 13

3:1 MAX

M

I N

M

I N

SEE GENERAL NOTE 13

3:1 MAX

EL. = 533.50

SEE GENERAL NOTE 12

N o t e

LIMITS OF DISTURBANCE (LOD)

SWMU 21 BOUNDARY

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

MA

TC

HL

INE

C -13

1" = 30'

A1

GRADING AND DRAINAGE PLAN

GENERAL SHEET NOTES

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

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. TOP OF INLET TO BE FLUSH WITH TOP OF BALLAST WITH BEEHIVE GRATE

EXTENDING PAST TOP OF BALLAST.

9. ALL REINFORCED CONCRETE PIPE MUST BE CLASS V.

10. SEE C2012 TO C2062 FOR STORM SEWER PROFILES AND STRUCTURE

INFORMATION.

11. SEE 31 23 00.00 20 - EXCAVATION AND FILL SPECIFICATION FOR ADDITIONAL

GRADING DETAILS.

12. AREA BENEATH BALLAST SHALL BE OVEREXCAVATED 12" (MIN.) AND

BACKFILLED WITH EXISTING GRAVEL MATERIAL THAT WAS PREVIOUSLY

REMOVED. GRAVEL MATERIAL TO BE COMPACTED AS REQUIRED BY 31 23

00.00 20 - EXCAVATION AND FILL SPECIFICATION.

AREA BETWEEN EDGE OF BALLAST AND 1' OUTSIDE OF FENCE

(APPROXIMATELY 27' WIDE) TO BE OVEREXCAVATED 6" (MIN.) AND

BACKFILLED WITH EXISTING GRAVEL MATERIAL THAT WAS PREVIOUSLY

REMOVED. GRAVEL TO BE COMPACTED. GRAVEL MATERIAL TO BE

COMPACTED AS REQUIRED BY 31 23 00.00 20 - EXCAVATION AND FILL

SPECIFICATION.

13. GRADING SHOWN IN THESE AREAS REPRESENT THE MAXIMUM ALLOWABLE

GRADING LIMITS FOR DISPOSING OF EXCESS MATERIALS. GRADING LIMITS

AND/OR HEIGHT OF FILL MAY BE REDUCED AS NECESSARY, PROVIDED

MINIMUM AND MAXIMUM SLOPES ARE MET AND THE GRADING FALLS WITHIN

THE LIMITS SHOWN.

O

D

R

E V

I S

1 LIMIT OF DISTURBANCE BOUNDARY UPDATED IN REVISION 1

UED

HE

ETING

THE

D

E BEEN

LITIES

16" CMP

INV = 566.08'

8" CMP

INV = 552.45'

8" CMP

INV = 554.19'

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

96' OF 24" RCP

190' OF 12" PVC UNDERDRAIN

197' OF 12" PVC UNDERDRAIN

215' OF 12" PVC UNDERDRAIN

INLET-7

INLET-5

ST-9

84' OF 24" RCP

104' OF 24" RCP

ST-4

ST-5

INLET-6

INLET-8

ST-10

209' OF 12"

PVC UNDERDRAIN

ST-11

ST-8

63' OF 24" RCP

106' OF 24" RCP

54' OF 24" RCP

88' OF 24" RCP

ST-12

ST-3

200' OF 12" PVC UNDERDRAIN

200' OF 12"

PVC UNDERDRAIN

INLET-9

INLET-10

APPROXIMATE EDGE OF BALLAST

APPROXIMATE EDGE OF BALLAST

APPROXIMATE EDGE OF BALLAST

WETLAND TO BE

PROTECTED IN PLACE

TEMPORARY CONSTRUCTION

FENCE, SEE A4/C5102

SEE GENERAL NOTE 12

LIMITS OF DISTURBANCE (LOD)

SWMU 21 BOUNDARY

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

MA

TC

HL

INE

C -13

MA

TC

HL

INE

C -13

1" = 30'

A1

GRADING AND DRAINAGE PLAN

GENERAL SHEET NOTES

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

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. TOP OF INLET TO BE FLUSH WITH TOP OF BALLAST WITH BEEHIVE GRATE

EXTENDING PAST TOP OF BALLAST.

9. ALL REINFORCED CONCRETE PIPE MUST BE CLASS V.

10. SEE C2012 TO C2062 FOR STORM SEWER PROFILES AND STRUCTURE

INFORMATION.

11. SEE 31 23 00.00 20 - EXCAVATION AND FILL SPECIFICATION FOR ADDITIONAL

GRADING DETAILS.

12. AREA BENEATH BALLAST SHALL BE OVEREXCAVATED 12" (MIN.) AND

BACKFILLED WITH EXISTING GRAVEL MATERIAL THAT WAS PREVIOUSLY

REMOVED. GRAVEL MATERIAL TO BE COMPACTED AS REQUIRED BY 31 23

00.00 20 - EXCAVATION AND FILL SPECIFICATION.

AREA BETWEEN EDGE OF BALLAST AND 1' OUTSIDE OF FENCE

(APPROXIMATELY 27' WIDE) TO BE OVEREXCAVATED 6" (MIN.) AND

BACKFILLED WITH EXISTING GRAVEL MATERIAL THAT WAS PREVIOUSLY

REMOVED. GRAVEL TO BE COMPACTED. GRAVEL MATERIAL TO BE

COMPACTED AS REQUIRED BY 31 23 00.00 20 - EXCAVATION AND FILL

SPECIFICATION.

O

D

R

E V

I S

1 LIMIT OF DISTURBANCE BOUNDARY UPDATED IN REVISION 1

UED

HE

ETING

THE

D

E BEEN

LITIES

0 540

B-12

B-13 B-11

S

D

54' OF 24" RCP

INLET-12

INLET-11

289' OF 12"

PVC UNDERDRAIN

204' OF 12"

PVC UNDERDRAIN

ST-13

125' OF 15" RCP

GRASS "V" DITCH @0.7%

APPROXIMATE EDGE OF BALLAST

APPROXIMATE EDGE OF BALLAST

SEE GENERAL NOTE 12

LIMITS OF DISTURBANCE (LOD)

SWMU 21 BOUNDARY

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

MA

TC

HL

INE

C -13

1" = 30'

A1

GRADING AND DRAINAGE PLAN

GENERAL SHEET NOTES

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

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. TOP OF INLET TO BE FLUSH WITH TOP OF BALLAST WITH BEEHIVE GRATE

EXTENDING PAST TOP OF BALLAST.

9. ALL REINFORCED CONCRETE PIPE MUST BE CLASS V.

10. SEE C2012 TO C2062 FOR STORM SEWER PROFILES AND STRUCTURE

INFORMATION.

11. SEE 31 23 00.00 20 - EXCAVATION AND FILL SPECIFICATION FOR ADDITIONAL

GRADING DETAILS.

12. AREA BENEATH BALLAST SHALL BE OVEREXCAVATED 12" (MIN.) AND

BACKFILLED WITH EXISTING GRAVEL MATERIAL THAT WAS PREVIOUSLY

REMOVED. GRAVEL MATERIAL TO BE COMPACTED AS REQUIRED BY 31 23

00.00 20 - EXCAVATION AND FILL SPECIFICATION.

AREA BETWEEN EDGE OF BALLAST AND 1' OUTSIDE OF FENCE

(APPROXIMATELY 27' WIDE) TO BE OVEREXCAVATED 6" (MIN.) AND

BACKFILLED WITH EXISTING GRAVEL MATERIAL THAT WAS PREVIOUSLY

REMOVED. GRAVEL TO BE COMPACTED. GRAVEL MATERIAL TO BE

COMPACTED AS REQUIRED BY 31 23 00.00 20 - EXCAVATION AND FILL

SPECIFICATION.

O

D

R

E V

I S

1 LIMIT OF DISTURBANCE BOUNDARY UPDATED IN REVISION 1

UED

HE

ETING

THE

D

E BEEN

LITIES