Attachment G-1596603dwg09of11_C.pdf

LEGEND

EXISTING UTILITY

REMOVAL/ABANDONMENT

CONCRETE PAVEMENT, SIDEWALK,

STAIRS AND DOCK REMOVAL

ASPHALT PAVEMENT

REMOVAL

GRAVEL REMOVAL

BUILDING REMOVAL

W x

G

FO

E x

W

C x

GENERAL NOTES:

1. UNDERGROUND FACILITIES, STRUCTURES AND UTILITIES HAVE BEEN PLOTTED FROM AVAILABLE SURVEYS, RECORDS AND INFORMATION, AND THEREFORE, DO NOT NECESSARILY

REFLECT THE ACTUAL EXISTENCE, NONEXISTENCE, SIZE, TYPE, NUMBER OF, OR LOCATION OF THESE FACILITIES, STRUCTURES, AND UTILITIES. THE CONTRACTOR WILL BE RESPONSIBLE FOR VERIFYING THE ACTUAL LOCATION OF ALL UNDERGROUND FACILITIES, STRUCTURES, AND UTILITIES, EITHER SHOWN OR NOT SHOWN ON THESE DRAWINGS.

THE UNDERGROUND FACILITIES, AND STRUCTURES, AND UTILITIES MUST BE LOCATED IN THE FIELD PRIOR TO ANY GRADING, EXCAVATION OR CONSTRUCTION OF IMPROVEMENTS.

2. EXISTING UTILITY AND TOPO MAPPING PROVIDED BY BRCJ. SEE EXISTING CONDITION / SURVEY SHEETS FOR AS SURVEYED CONDITIONS (V1012 THROUGH V1042).

3. COORDINATE LOCATION OF LAYDOWN AREAS, HAUL ROUTES AND STOCKPILE LOCATIONS WITH COR.

K

L

LBS

LF

LN

LP

LT

LTD

LS

MAT

MAX

MH

MIN

MJ

MM

MSE

N

NA

NBL

N.D.

NE

NF

NIC

NO , #

N.P.T.I.

NTS

NW

OBU

OC

OD

OF

O/H

OPNG

OPP

o/s

OS&Y

PB

PC

PCC

PCCP

PE

PERF

PERM

PG

PI

PP

PPB

PRC

PROP

PS

PSF

PSI

PSL

PT

PVC

PVI

PVMT

PVT

PW

Q

R , RAD

R/W , ROW

RC

RCP

RD

RDWY

RED.

REINF

REQ'D

RET

Ø

RPM

RT

RTE

S

SBL

SCI

SD

SDOT

SE

SF

RATE OF VERTICAL CURVE

LENGTH

POUNDS

LINEAR FEET

LANE

LOW POINT

LEFT

LIMITED

LUMP SUM

MATERIAL

MAXIMUM

MANHOLE

MINIMUM

MECHANICAL JOINT

MILLIMETER

MECHANICALLY STABILIZED EARTH

NORTH

NOT APPLICABLE

NORTH BOUND LANE

NOMINAL DIAMETER

NORTHEAST

NEAR FACE

NOT IN CONTRACT

NUMBER

NATIONAL PIPE THREAD INTERIOR

NOT TO SCALE

NORTHWEST

OFF BASE UTILITIES

ON CENTER

OUTSIDE DIAMETER, OVER FLOW ROOF

DRAIN

OUTSIDE FACE

OVERHEAD

OPENING

OPPOSITE

OFFSET

OPERATING STEM AND YOKE

PULL BOX

POINT OF CURVE, PRECAST CONCRETE

POINT OF COMPOUND CURVATURE,

PORTLAND CEMENT CONCRETE

PORTLAND CEMENT CONCRETE PIPE

PRIVATE ENTRANCE

PERFORATED

PERMANENT

PROFILE GRADE

POINT OF INTERSECTION

POWER POLE

PEDESTRIAN PUSH BUTTON

POINT OF REVERSE CURVE

PROPOSED, PROPERTY

POINT OF SWITCH

POUNDS PER SQUARE FOOT

POUNDS PER SQUARE INCH

PEDESTRIAN SIGNAL LIGHT

POINT OF TANGENT, POINT

POINT OF VERTICAL CURVE, POLYVINYL

CHLORIDE PIPE

POINT OF VERTICAL INTERSECTION

PAVEMENT

POINT OF VERTICAL TANGENT

PUBLIC WORKS

FLOW RATE IN CUBIC FEET PER SECOND

RADIUS

RIGHT OF WAY

REINFORCED CONCRETE

REINFORCED CONCRETE PIPE

ROAD, ROOF DRAIN

ROADWAY

REDUCING

REINFORCED

REQUIRED

RETAINING

ROUND

REFLECTIVE PAVEMENT MARKER

RIGHT

ROUTE

SOUTH, SEWER, SPREAD, SLOPE

SOUTHBOUND LANE(S)

SINGLE CURB INLET

STORM DRAIN, SOAP DISPENSER

STATE DEPARTMENT OF TRANSPORTATION

SOUTHEAST , SUPER ELEVATION

SQUARE FEET

AASHTO

ABUT

AC

ACB

AGC

AGG

AHD

AI

AISI

ALIGN

ALT

ANG,

ANSI

APPR

APPV

APPROX

ARCH

ARD

ARTBA

ASB

ASPH

ASPH CONC

ASTM

ATG

ATGBO

AVE

AZ

B/C

BC

BE

BIT

B/L, BL,

BLDG

BLVD

BM

BOT

BPS

BRG

B/W, BW

BWS

C

CATV

CB

C-C

CE

CFS

C&G

CI, C.I.

CIP

CJ

CL

CLR

CM

CMP

CMU

CO, CO.

COL

COMM

CONC

CONST

CRM

COR

CORP

CS

CTS

CF , CU FT

CU.

CY , CU YD

D

DCI

DEPT

DHW

DI, D.I.

DIA

DIM

DIP

DIR

DND

DOH

DOT

DPP

DR

AMERICAN ASSOCIATION OF STATE

HIGHWAY AND TRANSPORTATION OFFICIAL

ABUTMENT

ACRE(S), ASPHALT CONCRETE

ASPHALT CONCRETE BASE

ASSOCIATED GENERAL CONTRACTORS

OF AMERICA

AGGREGATE

AHEAD

AREA INLET

AMERICAN IRON AND STEEL INSTITUTE

ALIGNMENT

ALTERNATE

AND

ANGLE

AMERICAN NATIONAL STANDARDS INSTITUTE

APPROACH

APPROVED

APPROXIMATE

ARCHITECTURAL

ACCESS ROAD

AMERICAN ROAD AND TRANSPORTATION

BUILDERS ASSOCIATION

AGGEGATE SUBBASE

ASPHALT

ASPHALT, ASPHALTIC CONCRETE

AMERICAN SOCIETY FOR TESTING AND

MATERIALS

AT

ADJUST TO GRADE

ADJUST TO GRADE BY OTHERS

AVENUE

AZIMUTH

BACK OF CURB

BOTTOM OF CURB

BOTTOM ELEVATION

BITUMINOUS

BASE LINE

BUILDING

BOULEVARD

BENCH MARK

BOTTOM

BOOSTER PUMP STATION

BEARING

BOTTOM OF WALL

BOARD OF WATER SUPPLY

CHORD LENGTH (ARC)

CABLE TELEVISION

CATCH BASIN

CENTER TO CENTER

COMMERCIAL ENTRANCE

CUBIC FEET PER SECOND

CURB & GUTTER

CURB INLET, CAST IRON

CAST IN PLACE

CONTROL JOINT

CENTER LINE

CENTER LINE, CLASS

CLEARANCE

CONSTRUCTION MANAGER

CORRUGATED METAL PIPE

CONCRETE MASONARY UNIT

CLEAN OUT, COMPANY

COLUMN

COMMUNICATION

CONCRETE

CONSTRUCTION

CONCRETE RUBBLE MASONRY

CONTRACTING OFFICER'S REPRESENTATIVE

CORPORATION

CURVE TO SPIRAL

CENTERS

CUBIC FEET

COPPER

CUBIC YARDS

DEGREE OF CURVE (ARC), DIAMETER, DRAIN

DELTA

DOUBLE CURB INLET

DEPARTMENT

DESIGN HIGH WATER

DRAIN INLET, DUCTILE IRON

DIAMETER

DIMENSION

DUCTILE IRON PIPE

DIRECTION

DO NOT DISTURB

DEPARTMENT OF HEALTH

DEPARTMENT OF TRANSPORTATION

DEPARTMENT OF PLANNING AND PERMITTING

DRIVE, DOOR

DS

DSFL

DTL

DTS

DWGS

DWL

DWY

E e

EA, EA.

Ea

EBL

E-E

EF

EJ

ELEV , EL

ELEC , ELC

EMB

EMER

EPA

E/P , EOP

e.p., ep

E.P., EP

EQ

e.s.

E.S., ES

ESMT

EST.

ETAL

ETC

Eu

EW

EXC

EXIST

E/COMM

E/D

E/S

E/W

EXP

EXT

F&G

FE

FES

F/C

F/W

FDN

FF

FG

FH, F.H.

FJ

FL, FL.

FP

FT , '

FTG

G

GA

GAL

GALV

GC

GI

GMI

GND

G.P.

GR

GUT

GV

G.W.

HORIZ, H

HP

HR

HSE

HSG

HWE

HWY

IN , "

INDOT

ID

IE

IF

IN

INFO

INST

INT

INTERS

INV

JT

DOWNSPOUT

DOWNSTREAM FLOW LINE

DETAIL

DEPARTMENT OF TRANSPORTATION

SERVICES

DRAWINGS

DOWELS

DRIVEWAY

EAST, ELECTRICAL, EXTERNAL

SUPERELEVATION

EACH

ACTUAL SUPERELEVATION

EAST BOUND LANE

EDGE TO EDGE

EACH FACE

EXPANSION JOINT

ELEVATION

ELECTRICAL, ELECTRIC

EMBANKMENT

EMERGENCY

ENVIRONMENTAL PROTECTION AGENCY

EDGE OF PAVEMENT

EXISTING EDGE OF TRAVEL WAY

EDGE TRAVEL WAY

EQUAL

EXISTING EDGE OF SHOULDER

EDGE OF SHOULDER

EASEMENT

ESTATE

AND OTHERS

AND SO FORTH

UNBALANCED SUPERELEVATION

EACH WAY

EXCAVATION

EXISTING

EXISTING COMMUNICATIONS LINE

EXISTING DRAIN LINE

EXISTING SEWER LINE

EXISTING WATER LINE

EXPANSION

EXIT, EXTERIOR

FRAME AND GRATE

FLANGE END

FLARED END SECTION

FACE OF CURB

FACE OF WALL

FOUNDATION

FINISH FLOOR

FINISH GRADE

FIRE HYDRANT

FLANGE JOINT

FLOW LINE, FLANGE, FLOOR

FIRE PROTECTION

FEET

FOOTING

GAS

GAGE

GALLON

GALVANIZED

GENERAL CONTRACTOR

GRATE INLET

GALVANIZED MALLEABLE IRON

GROUND

GUARD POST, GUY POLE, GATE POST

GRADE

GUTTER

GATE VALVE

GUY WIRE

HORIZONTAL

HIGH POINT

HOUR

HOUSE

HOUSING

HIGH WATER ELEVATION

HIGHWAY

INCH

INDIANA DEPARTMENT OF

TRANSPORTATION

INSIDE DIAMETER

ID EST (THAT IS)

INFORMATION

INDIANA

INFORMATION

INSTALLED

INTERIOR

INTERSECTION

INVERSE

JOINT

B

L

C

L

ABBREVIATIONS:

ABBREVIATIONDESCRIPTION ABBREVIATION DESCRIPTION

ABBREVIATION DESCRIPTION

ES

E

GENERAL DEMOLITION NOTES:

1. CONTRACTOR TO REMOVE ALL UTILITIES AS SHOWN WITHIN THE NEW RAILROAD TRACK LIMITS. ALL UTILITIES OUTSIDE OF THESE LIMITS SHOWN FOR REMOVAL MAY BE TAKEN OUT

OF SERVICE, SEVERED AND ABANDONED IN PLACE, UNLESS OTHERWISE SHOWN. ELECTRICAL/COMMUNICATION WIRES OR CABLES LOCATED IN RACEWAYS AND UNDERGROUND CONDUIT/DUCTBANK TO BE ABANDONED IN PLACE ARE TO BE DISCONNECTED FROM BOTH ENDS (SOURCE AND EQUIPMENT CONNECTION) AND PULLED OUT AND REMOVED.

2. REFER TO GENERAL DEMOLITION SHEETS FOR BUILDING DEMOLITION DETAILS.

GENERAL GRADING NOTES:

1. THE PERSONNEL PERFORMING EXCAVATION ON SITE MUST HAVE COMPLETED THE 40 HOUR OSHA HAZWOPPER TRAINING.

2. WITH THE EXCEPTION OF SOIL WITH ORGANIC MATTER, THE COHESIVE SOILS ARE ANTICIPATED TO BE SUITABLE FOR REUSE AS ENGINEERED FILL PROVIDED THEY SATISFY THE SPECIFICATIONS. ALL SOIL WILL REQUIRE MOISTURE CONDITIONING PRIOR TO PLACEMENT FOR COMPACTION. THE AREAS INDICATED AT THE RECEIVING SITE TO HAVE ORGANIC

MATERIAL ARE NOT SUITABLE FOR FILL UNDER STRUCTURES OR PAVEMENT.

3. MOISTURE CONDITIONING OF FILL MATERIAL AND EXPOSED SUBGRADE AFTER REMOVAL OF UNCONTROLLED FILL WILL REQUIRE AT A MINIMUM AERATION AND COMPACTION IN ORDER TO MEET THE SPECIFICATIONS. HOWEVER, DUE TO LARGE AREA AND WEATHER CONDITIONS, CHEMICAL MODIFICATION MAY BE NECESSARY TO MEET THE SPECIFICATIONS.

SHLD

SHT

SL

S.L.

SMH

SPA

SPEC

SQ

SS

SSFM

ST

STA

STD

STRUCT

SUBST

SW

SY

SYMM

T

TBA

TBA&F

TBR

TBRBO

TBR&R

TBR&RBO

TBR&REL

TBR&RELBO

TE

TEMP

T/C, TC

T/CMU

T/FIN

TMK

T/P

T/R

TR

T/RP

T/SLAB

T/SW

T/W, TW

TSL

TSLB

TSPB

TSS

TYP

UIP

U/G

U.P.

USFL

USGS

UTIL

UTPB

VC

VCP

VERT, V

VHB

W

WBL

WC

W/

WL

WV

WWF

SHOULDER

SHEET

SEWER LINE

STREET LIGHT

SEWER MANHOLE

SPACES

SPECIFICATIONS

SQUARE

SANITARY SEWER, STAINLESS STEEL

SANITARY SEWER FORCE MAIN

STREET , STORM SEWER

STATION

STANDARD

STRUCTURAL

SUBSTRUCTURE

SOUTHWEST

SQUARE YARD(S)

SYMMETRICAL

TANGENT, TELEPHONE, TOP

TO BE ABANDONED

TO BE ABANDONED & FILLED

TO BE REMOVED

TO BE REMOVED BY OTHERS

TO BE REMOVED & REPLACED

TO BE REMOVED & REPLACED BY

OTHERS

TO BE REMOVED & RELOCATED

TO BE REMOVED & RELOCATED BY

OTHERS

TOP ELEVATION

TEMPORARY

TOP OF CURB

TOP OF CONCRETE MASONRY UNIT

TOP OF FINISH

TAX MAP KEY

TOP OF PAVEMENT

TOP OF RAIL

TRUSTEE

TOP OF RAMP

TOP OF SLAB

TOP OF SIDEWALK

TOP OF WALL

TRAFFIC SIGNAL LIGHT

TRAFFIC SIGNAL LIGHT BOX

TRAFFIC SIGNAL PULL BOX

TRAFFIC SIGNAL STANDARD

TYPICAL

USE IN PLACE

UNDERGROUND

UTILITY POLE

UP STREAM FLOW LINE

UNITED STATES GEOLOGICAL

SURVEY (DATUM)

UTILITY

UNTREATED PERMEABLE BASE

VERTICAL CURVE

VITRIFIED CLAY PIPE

VERTICAL

VERY HIGH BOND

WATER, WEST , WIDE

WESTBOUND LANE(S)

WATER CLOSET

WITH

WATER LINE

WATER VALVE

WELDED WIRE FABRIC

ABBREVIATION DESCRIPTION

EXISTING WATER LINE

EXISTING GAS

EXISTING OVERHEAD WIRE

EXISTING FIBER OPTIC

EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

EXISTING STORM SEWER

EXISTING TREELINE

WATER LINE

UNDERGROUND PRIMARY ELECTRIC

UNDERGROUND SECONDARY ELECTRIC

STORM SEWER

UNDERDRAIN

FIRE HYDRANT

MANHOLE/CATCH BASIN

FLARED END SECTION

GRAVEL PAVEMENT

EXISTING ASPHALT

NEW ASPHALT

COMPACTED GRAVEL

CONSTRUCTION LIMITS

EXISTING TRACK REMOVAL

SD

SD

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

Ex

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

200'50' 100'

1" = 100'

1" = 100'

A1

OVERALL DEMOLITION 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).

ZONE OF PROTECTION: NO EXPLOSIVE ORDINANCE

ALLOWED OUTSIDE OF THIS AREA - FOR INFORMATION

ONLY

LEGEND

GRAPHIC SCALE

SHEET C1022

SHEET C1032

SHEET C1042

H W

Y

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, SEPTIC TANK AND

OIL/WATER 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, REGARDLESS OF ITS FINAL

DISPOSITION, MUST BE PROCESSED FOR MUNITIONS AND EXPLOSIVES

CONCERN (MEC) AND MATERIAL POTENTIALLY PRESENTING AN EXPLOSIVE

HAZARD (MPPEH).

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

AND MARCH 31ST. COORDINATE WITH CONTRACTING OFFICER PRIOR TO

BEGINNING WORK.

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.

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

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.

REMOVE CONCRETE BARRIER.

REMOVE CHAIN LINK FENCE/GATE.

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, SEPTIC TANK AND

OIL/WATER 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, REGARDLESS OF ITS FINAL

DISPOSITION, MUST BE PROCESSED FOR MUNITIONS AND EXPLOSIVES

CONCERN (MEC) AND MATERIAL POTENTIALLY PRESENTING AN EXPLOSIVE

HAZARD (MPPEH).

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

AND MARCH 31ST. COORDINATE WITH CONTRACTING OFFICER PRIOR TO

BEGINNING WORK.

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

1. SEE SHEET C0012 FOR GENERAL NOTES.

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

OIL/WATER 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, REGARDLESS OF ITS FINAL

DISPOSITION, MUST BE PROCESSED FOR MUNITIONS AND EXPLOSIVES

CONCERN (MEC) AND MATERIAL POTENTIALLY PRESENTING AN EXPLOSIVE

HAZARD (MPPEH).

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

AND MARCH 31ST. COORDINATE WITH CONTRACTING OFFICER PRIOR TO

BEGINNING WORK.

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

200'50' 100'

1" = 100'

1" = 100'

A1

OVERALL SITE AND UTILITY 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. SEE SHEETS C1212 TO C1215 FOR SITE AND UTILITY LAYOUT INFORMATION.

3. SEE SHEETS C1312 TO C1342 FOR GRADING AND DRAINAGE INFORMATION.

ZONE OF PROTECTION

LEGEND

GRAPHIC SCALE

SHEET C1122

SHEET C1132

SHEET C1142

H W

Y

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

T

Y P

Wx

Wx

Wx

532.26

#1247 - TIP OF FROG

N: 1308482.2109

E: 3028452.9432

SD

SD

Ex

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 x

B-03

B-02

B-01

M

I N

T O

E

D G

E

O

F

T

I E

M

I N

G

E

O

F

T

I E

C L E

R

Z

N

E

C L E

N

E

T

Y P

T

Y P

C E

N T

F

R

A I L

T

O

F

E N

C E

150.0 ' M

AX.

TO E

DGE O

F

TRAVELED W

AY

OF H

W

Y 5

21.0'

M

A

X

P#1

P#2

P#3

P#22

P#23

P#24

T

Y P

T

Y P

E D

G

B

A L L A

S

P

A S

T

F

E N

C E

T

Y P

E D

B

A L L A

P

A S

T

F

E N

C E

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

MA

TC

HL

INE

C -11

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

1" = 30'

A1

SITE AND UTILITY PLAN

GRAPHIC SCALE

KEYNOTES

EXISTING ASPHALT PAVEMENT

NEW ASPHALT PAVEMENT

AGGREGATE PAVEMENT

TOP OF RAILROAD SUBGRADE, SEE RAILROAD

DRAWINGS FOR INFORMATION ON BALLAST AND RAIL.

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 MATERIAL TO BE COMPACTED AS

REQUIRED BY 31 23 00.00 20 - EXCAVATION AND FILL

SPECIFICATION.

LEGEND

6' FE-6 FENCE (FE6-TR-72), SEE C5052 TO C5082.

RAILROAD TRACKS, SEE SHEETS R1122 TO R1142.

NEW ASPHALT PAVEMENT, SEE A2/C-5022.

EXISTING ASPHALT PAVEMENT.

AGGREGATE PAVEMENT SEE C1/C5022.

LIGHTNING PROTECTION POLE (TYP), SEE ELECTRICAL DRAWINGS.

NEW PAVEMENT TO BE FLUSH WITH EXISTING PAVEMENT. SEE GRADING

PLAN FOR ELEVATIONS.

6" C900 (SDR 21) WATER MAIN.

FIRE HYDRANT WITH 6" SERVICE LINE, VALVE AND VALVE SIGN (TYP)

SEE A1/C5012 AND A4/C5022.

CONNECT TO EXISTING 8" DUCTILE IRON WATER LINE, SEE SHEET C5012

FOR DETAILS.

20' DOUBLE SWING GATE, SEE C5072 TO C5082.

40' DOUBLE SWING GATE, SEE C5072 TO C5082.

CASING PIPE, SEE PROFILE FOR DETAILS.

TEMPORARY CONSTRUCTION FENCE, SEE A4/C5102

CATCH BASIN, SEE SHEET A1/C5042

INLET, SEE SHEET B1/C5032

4' DIAMETER MAN HOLE, SEE B1/C5042

NOT USED.

NOT USED.

LIGHT POLE (TYP), SEE ELECTRICAL DRAWINGS.

NOT USED.

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. SEE SHEETS C1212 TO C1215 FOR SITE AND UTILITY LAYOUT INFORMATION.

3. SEE SHEETS C1312 TO C1342 FOR GRADING AND DRAINAGE INFORMATION.

S

D

S

D

S D

S D

S D

S

D

S

D

S

D

S D

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

C L E

N

E

C L E

N

E

M

I N

G

E

O

F

T

I E

M

I N

G

E

O

F

T

I E

T

Y P

T

Y P

E

E

E

E

E

E

P#4

P#5

P#6

P#7

P#8

P#9

P#16

P#17

P#18

P#19

P#20

P#21

T

Y P

T

Y P

E D

B

A L L A

P

A S

T

F

E N

C E

T

Y P

E D

B

A L L A

P

A S

T

F

E N

C E

8 8

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

MA

TC

HL

INE

C -11

1" = 30'

A1

SITE AND UTILITY PLAN

MA

TC

HL

INE

C -11

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

GRAPHIC SCALE

KEYNOTES

TOP OF RAILROAD SUBGRADE, SEE RAILROAD

DRAWINGS FOR INFORMATION ON BALLAST AND RAIL.

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 MATERIAL TO BE COMPACTED AS

REQUIRED BY 31 23 00.00 20 - EXCAVATION AND FILL

SPECIFICATION.

LEGEND

6' FE-6 FENCE (FE6-TR-72), SEE C5052 TO C5082.

RAILROAD TRACKS, SEE SHEETS R1122 TO R1142.

NOT USED.

NOT USED.

AGGREGATE PAVEMENT SEE C1/C5022.

LIGHTNING PROTECTION POLE (TYP), SEE ELECTRICAL DRAWINGS.

CATCH BASIN, SEE SHEET A1/C5042

INLET, SEE SHEET B1/C5032

4' DIAMETER MAN HOLE, SEE B1/C5042

NOT USED.

NOT USED.

TEMPORARY CONSTRUCTION FENCE, SEE A4/C5102.

FOR INFORMATION ONLY - 1,800' ESQD STORAGE ZONE - INTRALINE MARK

TO BUILDING 151 EXPLOSIVE STORAGE LIMIT. NO ORDINANCE STORAGE

ALLOWED BEYOND THIS POINT.

PAD MOUNTED TRANSFORMER. SEE ELECTRICAL DRAWINGS.

ELECTRICAL METER WITH ANTENNA. SEE ELECTRICAL DRAWINGS.

TELECOMMUNICATIONS CABINET. SEE ELECTRICAL DRAWINGS.

NEW 15kV CABLE IN EXISTING PVC CONDUIT. SEE ELECTRICAL DRAWINGS.

NEW WOOD POLE. SEE ELECTRICAL DRAWINGS.

RELOCATED EXISTING OVERHEAD WIRES. SEE ELECTRICAL AND TELECOM

DRAWINGS.

LIGHT POLE (TYP), SEE ELECTRICAL DRAWINGS.

PROVIDE (2) TWO INCH CONDUITS ENCASED IN CONCRETE. SEE TELECOM

DRAWINGS.

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. SEE SHEETS C1212 TO C1215 FOR SITE AND UTILITY LAYOUT INFORMATION.

3. SEE SHEETS C1312 TO C1342 FOR GRADING AND DRAINAGE INFORMATION.

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

INFORMATION.

B-12

B-13 B-11

C

L

E

N

E

C L E

N

E

M

I N

G

E

O

F

T

I E

M

I N

G

E

O

F

T

I E

T

Y P

Y

P

P#10

P#11

P#12

P#13

P#14

P#15

T

Y P

E D

B

A L L A

P

A S

T

F

E N

C E

T

Y P

E D

B

A L L A

P

A S

T

F

E N

C E

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

MA

TC

HL

INE

C -11

1" = 30'

A1

SITE AND UTILITY PLAN

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

GRAPHIC SCALE

KEYNOTES

6' FE-6 FENCE (FE6-TR-72), SEE C5052 TO C5082.

RAILROAD TRACKS, SEE SHEETS R1122 TO R1142.

NOT USED.

NOT USED.

NOT USED.

LIGHTNING PROTECTION POLE (TYP), SEE ELECTRICAL DRAWINGS.

CATCH BASIN, SEE SHEET A1/C5042

INLET, SEE SHEET B1/C5032

NOT USED.

NOT USED.

NOT USED.

NOT USED.

FOR INFORMATION ONLY - 1,800' ESQD STORAGE ZONE - INTRALINE MARK

TO BUILDING 151 EXPLOSIVE STORAGE LIMIT. NO ORDINANCE STORAGE

ALLOWED BEYOND THIS POINT

NOT USED.

NOT USED.

NOT USED.

NOT USED.

NOT USED.

NOT USED.

LIGHT POLE (TYP), SEE ELECTRICAL DRAWINGS.

NOT USED.

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. SEE SHEETS C1212 TO C1215 FOR SITE AND UTILITY LAYOUT INFORMATION.

3. SEE SHEETS C1312 TO C1342 FOR GRADING AND DRAINAGE INFORMATION.

TOP OF RAILROAD SUBGRADE, SEE RAILROAD

DRAWINGS FOR INFORMATION ON BALLAST AND RAIL.

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 MATERIAL TO BE COMPACTED AS

REQUIRED BY 31 23 00.00 20 - EXCAVATION AND FILL

SPECIFICATION.

LEGEND

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

200'50' 100'

1" = 100'

1" = 100'

A1

OVERALL SITE AND LAYOUT 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. SEE SHEETS C1312 TO C1342 FOR GRADING AND DRAINAGE INFORMATION.

ZONE OF PROTECTION

LEGEND

GRAPHIC SCALE

SHEET C1222

SHEET C1232

SHEET C1242

H W

Y

W

W

W

W

W

W

W

W

S

D

S

D

S

D

S

D

S

D

H

I G

H

W

S

D

Wx

Wx

Wx

532.26

#1247 - TIP OF FROG

N: 1308482.2109

E: 3028452.9432

SD

SD

Ex

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 x

B-03

B-02

B-01

0+00

1+00

2+00

3+00

4+00

4+22

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

MA

TC

HL

INE

C -12

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

1" = 30'

A1

SITE LAYOUT PLAN

GRAPHIC SCALE

LEGEND

COORDINATE POINT

X

S

D

S

D

S D

S D

S D

S

D

S

D

S

D

S D

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

E

E

E

E

E

E

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

MA

TC

HL

INE

C -12

1" = 30'

A1

SITE LAYOUT PLAN

MA

TC

HL

INE

C -12

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

GRAPHIC SCALE

LEGEND

COORDINATE POINT

X

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. SEE ELECTRICAL SHEETS (E0012 THROUGH E5013) FOR ELECTRIC LINE

DETAILS.

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

MA

TC

HL

INE

C -12

1" = 30'

A1

SITE LAYOUT PLAN

GRAPHIC SCALE

N

60'15' 30'

1" = 30'

GRAPHIC SCALE

LEGEND

COORDINATE POINT

X

LAYOUT COORDINATE POINT TABLE

POINT #

NORTHING

1308539.1769

1308696.1129

1308695.9197

1308621.9846

1308622.4238

1308546.4340

1308547.7589

1308548.3783

1308555.5693

1308562.2981

1308538.8711

1308526.5096

1308800.4963

1308800.4963

1308698.1014

1308691.6730

1308605.3418

1308564.3383

1308547.9793

1308668.3335

1308783.4034

1308898.3581

1309013.4034

1309128.4206

1309243.4034

1309358.4034

1309473.4034

1309588.4034

1309703.4034

1309703.4236

1309588.4242

1309473.4027

1309358.4034

1309243.3819

1309128.4027

1309013.4242

1308898.4242

1308783.4242

1308668.4238

1308610.8112

1308725.8548

1308840.8354

1308955.8394

1309070.8374

1309185.8335

1309300.8516

1309415.8878

1309530.8313

1309639.0787

1309758.8515

EASTING

3028327.4087

3028316.8397

3028326.1345

3028332.5196

3028353.1909

3028358.9505

3028401.8651

3028409.9620

3028409.4140

3028497.6272

3028492.0446

3028416.6997

3028196.2360

3028290.5827

3028529.3706

3028562.7802

3028542.8362

3028541.7141

3028544.6774

3028352.1245

3028341.3916

3028334.1008

3028332.2891

3028330.4809

3028328.6701

3028326.8560

3028325.0450

3028338.6569

3028351.2526

3028468.8072

3028485.1214

3028501.4362

3028517.7505

3028526.2226

3028528.0488

3028529.8750

3028531.7016

3028533.5503

3028516.1643

3028358.0559

3028349.7599

3028339.4086

3028335.8313

3028334.2024

3028332.2683

3028330.7700

3028328.8787

3028332.9943

3028347.7801

3028355.0470

DESCRIPTION

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

AGGREGATE PAVEMENT

AGGREGATE PAVEMENT

AGGREGATE PAVEMENT

AGGREGATE PAVEMENT

AGGREGATE PAVEMENT

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LP POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LAYOUT COORDINATE POINT TABLE

POINT #

NORTHING

1309873.9125

1309989.1199

1310114.1770

1309645.8794

1309530.8977

1309415.8878

1309300.9536

1309185.9012

1309070.8576

1308955.9285

1308840.9286

1308725.8914

1308610.8996

1309067.7457

1308543.0532

1308560.9197

1308591.7916

1308609.3764

1308665.3322

1308579.6441

1308699.7972

1308591.3563

1308660.6732

1308967.9790

1308969.8353

1308925.3155

1308889.4150

1309508.7252

1309503.1889

1309566.3174

1309582.7299

1309676.8103

1308573.5443

1308766.7191

1309166.4875

1309366.4628

1309376.4615

1309854.5178

1308576.0884

1308767.5852

1309167.4512

1309367.4063

1309365.7767

1309572.5838

1309774.8723

1308953.0548

1308542.3403

1308660.0702

1308690.7836

1308709.9222

EASTING

3028366.7177

3028378.6482

3028365.3749

3028473.9160

3028490.1747

3028506.6265

3028521.9625

3028524.1252

3028525.9773

3028527.6806

3028529.5918

3028524.1238

3028504.2573

3028155.3895

3028135.6809

3028310.7148

3028301.9554

3028317.0476

3028312.7794

3028556.1854

3028547.0201

3028313.9945

3028560.4949

3028306.5999

3028402.5403

3028565.7616

3028667.9043

3028227.4431

3028310.9912

3028393.1470

3028534.9033

3028334.5856

3028423.2964

3028408.5612

3028399.4435

3028396.2943

3028396.1368

3028405.9070

3028456.6487

3028464.3463

3028460.6859

3028457.2802

3028473.4532

3028447.2701

3028421.4381

3028464.0622

3028357.2550

3028348.3319

3028346.9274

3028346.6260

DESCRIPTION

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

WOOD POLE

CONNECT TO EX. WATER

TEE

BEND

BEND

HYDRANT

BEND

HYDRANT

CATCH BASIN

STORM MANHOLE

CATCH BASIN

STORM MANHOLE

STORM MANHOLE

FES

CATCH BASIN

CATCH BASIN

STORM MANHOLE

FES

CATCH BASIN

INLET

INLET

INLET

INLET

INLET

INLET

INLET

INLET

INLET

INLET

INLET

STORM MANHOLE

INLET

STORM MANHOLE

FENCE

FENCE

FENCE

FENCE

LAYOUT COORDINATE POINT TABLE

POINT #

NORTHING

1308774.8665

1308789.4811

1308853.3289

1309550.1469

1309561.3078

1309984.5135

1310013.6509

1310153.0898

1310181.4506

1310188.9949

1310174.3390

1310162.4989

1310014.7531

1309880.6327

1309353.2147

1309290.7225

1308820.8589

1308659.2419

1308560.1753

1308558.6253

1308557.1041

1308555.5829

1308553.7272

1308546.4981

1308545.7439

1308544.9874

1308544.2308

1309508.3165

1309582.0190

1308891.4645

1308810.9481

1308811.1507

1308927.1580

1308948.6354

1309000.9171

1308996.9489

1308958.0546

1308945.8277

1308934.8312

1309231.5955

1309234.1447

1309035.9897

1308922.2659

1308916.4733

EASTING

3028337.4351

3028335.3668

3028330.3659

3028319.3924

3028330.2072

3028376.5600

3028376.1012

3028351.4639

3028366.1199

3028389.8000

3028418.1608

3028421.9329

3028446.0925

3028448.2046

3028522.8446

3028529.5560

3028537.4028

3028519.7004

3028496.0933

3028475.7723

3028455.8303

3028435.8882

3028411.5602

3028412.1116

3028402.1612

3028392.1793

3028382.1974

3028233.6106

3028528.7633

3028662.0730

3028178.3914

3028194.6037

3028186.6060

3028295.7873

3028298.2171

3028280.6656

3028277.0014

3028169.7673

3028593.8033

3028557.3202

3028575.3854

3028640.1473

3028648.4613

3028614.0303

DESCRIPTION

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

GATE POST

GATE POST

GATE POST

FENCE

FENCE

GATE POST

GATE POST

GATE POST

END OF PIPE

END OF PIPE

END OF PIPE

TEMP. CONSTRUCTION FENCE

TEMP. CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

530 530

0 540

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

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

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

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.

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

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

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

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

2020-02-04T13:58:49-0500

2020-02-04T13:59:58-0500

2020-02-04T14:00:02-0500

2020-02-04T14:00:04-0500

2020-02-04T14:01:35-0500

2020-02-04T14:01:37-0500

2020-02-04T14:03:09-0500

2020-02-04T14:03:10-0500

2020-02-04T14:03:12-0500

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