Attachment G- 1596603dwg02of11_C.pdf

LEGEND

EXISTING UTILITY

REMOVAL / ABANDONMENT

AGGREGATE FILTER STRIP

ASPHALT/CONCRETE PAVEMENT

REMOVAL / ABANDON

GRAVEL TO BE REUSED

AS ON-SITE FILL

SIDEWALK

SS

G

W x

SS

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 (V1011-V1051).

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 OR #

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 OR RAD

R/W OR 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 OR 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 OR CU FT

CU.

CY OR 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 OR 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 OR EL

ELEC OR ELC

EMB

EMER

EPA

E/P OR 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 OR '

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 OR "

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

E

GENERAL DEMOLITION NOTES:

1. CONTRACTOR TO REMOVE ALL UTILITIES AS SHOWN WITHIN THE NEW PAVEMENT SUBGRADE AND BUILDING FOUNDATION 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.

GENERAL GRADING NOTES:

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

2. WITH THE EXCEPTION OF SOIL WITH ORGANIC MATTER, THE COHESIVE SOILS AND GRAVEL MATERIAL 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.

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 OR 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 OR WIDE

WESTBOUND LANE(S)

WATER CLOSET

WITH

WATER LINE

WATER VALVE

WELDED WIRE FABRIC

ABBREVIATION DESCRIPTION

EXISTING WATER LINE

EXISTING SANITARY SEWER/FORCE MAIN

EXISTING GAS

EXISTING STORM SEWER

EXISTING OVERHEAD WIRE

EXISTING UNDERGROUND COMMUNICATIONS LINE

EXISTING FIBER OPTIC

EXISTING UNDERGROUND ELECTRIC

EXISTING UNDERGROUND TELEPHONE

EXISTING TREE LINE

WATER LINE

SANITARY SEWER

FORCE MAIN

STORM SEWER

UNDERDRAIN

GAS LINE

UNDERGROUND ELECTRIC

UNDERGROUND FIBER OPTIC

OVERHEAD ELECTRIC/FIBER OPTIC

FIRE HYDRANT

MANHOLE

BORE HOLE CALL-OUT

POWER POLES/SITE LIGHTING

FLARED END SECTION

CONCRETE PAVEMENT

ASPHALT PAVEMENT

AGGREGATE PAVEMENT

GRADING BREAKLINE

LIMITS OF DISTURBANCE

FENCE

B-#

SD

SD

C

(SURVEYOR LEGEND SYMBOLS MAY DIFFER FROM SYMBOLS SHOWN BELOW)

FM

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

G

G

G

G

G

G

G

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

S D

G

G

G

GG

G

G

G

G

G

G

G

G

C x

C x

C x

C x

C x

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

C x

C x

C x

C x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

E x

E x

E x

C x

W x

W x

W x

W x

W x

W x

W x

W x

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

H

I G

H

W

A

Y

H

I

G

H

W

100 101

REMOVAL COORDINATE POINT TABLE

POINT #

NORTHING

1326396.0986

1326390.8338

1326318.2628

1326282.6992

1326272.2785

1326320.8249

1326357.5473

1326425.0834

1326458.7790

1326339.4528

1326226.6371

1326175.7329

1326071.5534

EASTING

3010536.1777

3010554.1614

3010555.8940

3010535.1929

3010498.5036

3010968.8248

3011008.0430

3010824.4843

3010868.7224

3011026.3812

3011176.2355

3010998.7323

3011144.5185

DESCRIPTION

CONCRETE PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

CONCRETE PAVEMENT REMOVAL

WATERLINE REMOVAL

WATERLINE REMOVAL

FLUSH HYDRANT REMOVAL

STORM SEWER REMOVAL

STORM SEWER REMOVAL

LIMITS OF GUN BARREL REMOVAL

LIMITS OF GUN BARREL REMOVAL

LIMITS OF GUN BARREL REMOVAL

LIMITS OF GUN BARREL REMOVAL

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 50'

A1

DEMOLITION PLAN

GENERAL SHEET NOTES

1. SEE SHEET C-0011 FOR GENERAL NOTES.

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

CONDITION / SURVEY SHEET FOR AS SURVEYED CONDITIONS (V1011 TO

V1051).

3. DEMO OF ELECTRICAL AND TELECOM MUST BE COORDINATED WITH

ELECTRICAL AND TELECOM PLANS.

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

AND MARCH 31ST. COORDINATE WITH CONTRACTING OFFICER PRIOR TO

BEGINNING WORK.

5. ALL EXISTING UNDERGROUND UTILITIES MUST BE PROTECTED UNLESS

OTHERWISE NOTED OTHERWISE.

KEYNOTES

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

NOTE 4 FOR ALLOWABLE TIME FRAME FOR TREE REMOVAL.

EXISTING GRAVEL TO BE REMOVED, STOCKPILED AND REUSED AS ON-SITE FILL AS

NECESSARY. (APPROXIMATELY 2.50 ACRES).

REMOVE STORM SEWER PIPE & HEADWALL.

REMOVE EXISTING WATER LINE TEE AND EXISTING VALVE #1165, REFER TO SPECIFICATION 02

82 00 FOR HANDLING OF EXISTING TRANSITE WATER LINE. SECTION OF 8" DUCTILE IRON

WATER LINE TO BE REPLACED IN KIND.

REMOVE FLUSHING HYDRANT, PUMP CONTROL BOX AND PVC OUTLET PIPE.

REMOVE EXISTING TRANSITE WATER LINE, REFER TO SPECIFICATION 02 82 00. SECTION OF

EXISTING WATER LINE BELOW HIGHWAY 331 TO BE ABANDONED IN PLACE.

REMOVE ASPHALT PAVEMENT.

REMOVE CONCRETE PAVEMENT.

REMOVE BOLLARD (TYP).

MONITORING WELLS - TO BE PROTECTED IN PLACE.

MONITORING WELLS - TOP TO BE ADJUSTED.

REMOVE LIGHTNING PROTECTION WOOD POLES.

REMOVE OVERHEAD WIRES.

DISCONNECT UNDERGROUND WIRES AND ABANDON IN PLACE.

REMOVE UNDERGROUND WIRES AND CONDUITS.

REMOVE WOOD LIGHT/UTILITY POLES (MULTIPLE).

REMOVE POLE MOUNTED TRANSFORMER.

UTILITY POLE - DO NOT DISTURB.

EXISTING WETLAND - SEE C1121 TO C1151 FOR TEMPORARY FENCING LIMITS. WETLAND

DISTURBANCE NOT TO EXCEED 0.05 ACRES.

REMOVE APPROXIMATELY 70 EXISTING "I" BEAM POSTS AND WELDED GUN BARRELS. BARRELS

MUST BE CUT TO LENGTHS LESS THAN 20' AND PLACED IN A GOVERNMENT (DLA) PROVIDED

ROLLOFF DUMPSTER. DLA WILL HAUL OFF DUMPSTER AND DISPOSE OF BARRELS AS

REQUIRED.

SAWCUT

EXISTING STORM SEWER TO REMAIN AND BE PROTECTED IN PLACE.

APPROXIMATE LOCATION OF EXISTING PIEZOMETER - TO BE REMOVED.

APPROXIMATE PROJECT LIMITS OF DISTURBANCE

WETLAND - 0.06 TOTAL ACRES ON-SITE TO BE REMOVED.

LEGEND

REMOVAL COORDINATE

POINT

EXISTING UTILITY

REMOVAL/ABANDONMENT

LIMITS OF DISTURBANCE

EXISTING GRAVEL TO BE REUSED AS ON-SITE FILL

REMOVE EXISTING ASPHALT/CONCRETE PAVEMENT

X

N

100'25' 50'

1" = 50'

GRAPHIC SCALE

H

I

G

H

W

I G

H

W

T

Y

P

T

Y

P

S

T

O

R

A

G

E

B

U

I

L

D

I

N

G

OPERATIONS

BUILDING

COVERED CANOPY

(CONTINUE AGGREGATE PAVEMENT BELOW CANOPY)

R

R

R

R

R

R

R

R

R

R

R

R

R

R

**OPTION** IF OPTION SCOPE IS TAKEN,

RELOCATE AGGREGATE PAVEMENT AND

PERIMETER SIDEWALK TO THE EAST TO

ACCOUNT FOR THE EXTENT OF THE

BUILDING. DRAWING SHOWS FINAL INTENT

IF THIS OPTION SCOPE IS TAKEN. BASE BID

DOES NOT INCLUDE OPTION SCOPE.

**OPTION** IF OPTION SCOPE IS TAKEN, EXPAND AGGREGATE

PAVEMENT, AGGREGATE FILTER STRIP AND SECURITY FENCING

AND RELOCATE BOLLARDS AS SHOWN. BASE BID DOES NOT

INCLUDE AGGREGATE, HOWEVER, GRADING AND SUBGRADE

PREPARATION OF THIS AREA SHALL BE INCLUDED.

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 50'

A1

OVERALL SITE PLAN

GENERAL SHEET NOTES

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

CONDITION / SURVEY SHEETS FOR AS SURVEYED CONDITIONS (V1011 TO

V1051).

KEYNOTES

1 6' FE-5 FENCE (FE5-TR-72), SEE SHEET C5101.

5' WIDE SIDEWALK, SEE C1/C5071.

ASPHALT PAVEMENT, SEE A1/C5071.

AGGREGATE PAVEMENT, SEE A2/C5071.

PROPOSED POV PARKING.

FULLY ELECTRONIC, LOW PROFILE CONCRETE DECK TRUCK SCALE WITH

INTERNAL SELF-CHECKING WEIGH BRIDGE. SEE ELECTRICAL AND TELECOM

DRAWINGS AND SPECIFICATION SECTION 10 88 00 SCALES FOR ADDITIONAL

INFORMATION.

10'X15' SINGLE TIP DUMPSTER ON CONCRETE PAD, SEE C4/C5071.

5' PERSONNEL GATE (FE5-72-SO-RA-5), SEE SHEET C5111.

38' SLIDE GATE, SEE SHEET C5111.

HEAVY DUTY CONCRETE PAVEMENT, SEE D2/C5071.

4" WIDE WHITE PAINTED PARKING LINE (TYP).

LOADING RAMP, SEE STRUCTURAL DRAWINGS.

BOLLARD GUARDING FIRE HYDRANT (TYP), SEE A2/C5061.

MONITORING WELLS - TO BE ADJUSTED AND CAPPED WITH H20 TRAFFIC

RATED COVER, SEE GRADING PLAN

MONITORING WELLS WITH BOLLARD PROTECTION - DO NOT DISTURB

RELOCATED LADLUM MEASUREMENTS, INC. RADIATION DETECTION SYSTEM.

SEE ELECTRICAL AND TELECOM DRAWINGS AND SPECIFICATION 10 88 00

SCALES FOR ADDITIONAL INFORMATION.

ABA ACCESSIBLE PARKING SIGN, SEE C1/C5081.

FIRE DEPARTMENT MAIN ACCESS.

MECHANICAL EQUIPMENT PAD, SEE STRUCTURAL PLANS FOR PAD DETAIL.

EXISTING WETLAND - TO BE PROTECTED IN PLACE.

CONCRETE MOW STRIP, SEE B1/C5071

AGGREGATE FILTER STRIP, SEE B2/C5071

CONCRETE PARKING BLOCK, SEE A4/C5071

**OPTION** - SHADED AREA DENOTES OPTIONAL SCOPE AND INCLUDES

BUILDING AND SITE DEVELOPMENT ASPECTS (INCLUDING, BUT NOT LIMITED

TO AGGREGATE PAVEMENT, FENCING, SITE LIGHTING, AND UTILITIES). BASE

BID DOES NOT INCLUDE OPTIONAL SCOPE.

TEMPORARY CONSTRUCTION FENCE, SEE A4/C5091.

CROSSWALK, SEE C4/C5081

PEDESTRIAN CROSSING SIGN, SEE C1/C5081

DO NOT ENTER SIGN, SEE C1/C5081

**OPTION** IF OPTION SCOPE IS TAKEN, PROVIDE 6' FE-5 FENCE (FE5-TR-72),

SEE SHEET C5101.

**OPTION** IF OPTION SCOPE IS TAKEN, PROVIDE BOLLARD GUARDING FIRE

HYDRANT (TYP).

LEGEND

ASPHALT PAVEMENT

CONCRETE PAVEMENT

CONCRETE SIDEWALK

AGGREGATE PAVEMENT

AGGREGATE FILTER STRIP

N

100'25' 50'

1" = 50'

GRAPHIC SCALE

S

S

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241 242

E

E

E

R

SEE C1/C5021 FOR

BIORETENTION BASIN

LAYOUT

SEE C1/C5031 FOR

DETENTION BASIN LAYOUT

H

I G

H

W

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 20'

A1

SITE LAYOUT PLAN

N

40'10' 20'

1" = 20'

GRAPHIC SCALEMATCHLINE - SEE SHEET C1141 FOR CONTINUATION

M A

T C

H L

I N

E

S

E

E

T

C

F

O R

N

T I N

U A

T I

N

G

G

G

G

G

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G

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G

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

F

F

W

W

W

W

W

W

W

W

W

W

W W W W W W

W

W

W

W

W

W

W

W

S

D

S

D

W

W

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W

G

G

S

D

S

D

S

D

S

D

S

D

R

R

R

R

R

E

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

GRAPHIC SCALEMATCHLINE - SEE SHEET C1151 FOR CONTINUATION

M A

T C

H L

I N

E

S

E

N

T I N

U A

T I O

N

1" = 20'

A1

SITE LAYOUT PLAN

40'10' 20'

1" = 20'

G

G

G

G

G

G

G

G

G

G

G

G

G

G

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

G

G

G

G

G

G

G

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

W

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

GRAPHIC SCALE

MATCHLINE - SEE SHEET C1121 FOR CONTINUATION

M A

T C

H L

I N

E

S

E

N

T I N

U A

T I O

N

1" = 20'

A1

SITE LAYOUT PLAN

W

W

W

W

W

W

W

W

W

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W

W

W

W

W

R

R

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

G

G

G

G

G

G

G

G

G

G

G

G

G

F

O

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

W

W

W

W

W

W

W

W

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

GRAPHIC SCALE

MATCHLINE - SEE SHEET C1131 FOR CONTINUATION

M A

T C

H L

I N

E

S

E

N

T I N

U A

T I O

N

MATCHLINE - SEE THIS SHEET FOR CONTINUATION

MATCHLINE - SEE THIS SHEET FOR CONTINUATION

1" = 20'

A1

SITE LAYOUT PLAN

LAYOUT COORDINATE POINT TABLE

POINT #

NORTHING

1326399.5445

1326388.7648

1326389.1653

1326400.1746

1326405.1418

1326417.2239

1326434.1371

1326422.0550

1326421.5957

1326546.3552

1326568.4060

1326568.4060

1326548.4060

1326548.4060

1326507.7457

1326503.8483

1326491.3200

1326498.6582

1326502.4851

1326462.3886

1326432.7405

1326389.6366

1326385.4189

1326373.3368

1326339.5105

1326351.5926

1326352.0518

1326316.6166

1326276.8895

1326358.4699

1326314.9088

1326223.0842

1326266.6453

1326568.4060

1326557.6824

1326453.2037

1326376.8016

1326245.3917

1326228.5693

1326211.8777

1326007.9359

1326104.1779

1326191.4079

1326427.3392

1326438.4089

1326473.5565

1326356.8973

1326326.3365

1326298.7516

1326270.4550

EASTING

3010536.4483

3010546.6717

3010562.4292

3010592.4794

3010593.8713

3010584.1619

3010605.2081

3010614.9175

3010619.1352

3010774.3825

3010802.3977

3010885.1838

3010885.1838

3010857.4780

3010838.7462

3010841.8783

3010826.2885

3010820.3914

3010785.2438

3010735.3488

3010698.4554

3010644.8182

3010644.3589

3010654.0683

3010611.9758

3010602.2664

3010598.0487

3010553.9540

3010535.2804

3010793.2630

3010894.2701

3010854.6691

3010753.6620

3011176.0113

3011221.0639

3011428.0988

3011444.1865

3011336.0885

3011309.2795

3011282.5784

3011113.6644

3010890.5058

3010928.1243

3010822.9617

3010836.7366

3010840.5635

3011370.3414

3011376.7765

3011354.0852

3011237.2560

DESCRIPTION

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

BUILDING

BUILDING

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

EOP

CONC. PVMT.

CONC. PVMT.

EOP

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

AGGREGATE PVMT.

LAYOUT COORDINATE POINT TABLE

POINT #

NORTHING

1326397.7863

1326426.9696

1326370.6086

1326393.8734

1326412.3128

1326428.3556

1326431.4876

1326411.7431

1326390.1423

1326332.8848

1326488.1879

1326495.5261

1326498.5877

1326459.7436

1326548.4060

1326543.0442

1326475.3966

1326493.2519

1326423.3788

1326378.7407

1326453.0775

1326470.9328

1326538.5804

1326543.4060

1326543.4060

1326543.4060

1326510.8768

1326506.9803

1326497.7157

1326581.9060

1326581.9060

1326517.5207

1326508.8631

1326417.0930

1326290.5519

1326307.0893

1326304.6416

1326420.9737

1326520.6821

1326431.9620

1326422.7482

1326428.7889

1326436.4792

1326527.4460

1326507.8067

1326603.4371

1326603.4371

1326603.4371

1326571.4060

1326603.4371

EASTING

3010942.0075

3010903.6594

3010656.2608

3010685.2215

3010705.8912

3010692.9990

3010696.8965

3010712.7635

3010688.5500

3010617.3003

3010822.3910

3010816.4940

3010788.3759

3010740.0401

3011034.4372

3011056.9635

3011191.0139

3011200.0245

3011349.5830

3011327.0567

3011179.7508

3011188.7613

3011054.7108

3011034.4372

3010885.1838

3010857.5590

3010842.6445

3010845.7758

3011202.2771

3011074.4964

3011058.3153

3010956.3243

3010869.2790

3010755.0841

3010695.9076

3010657.5603

3010663.2360

3010759.9131

3010961.6357

3010502.2795

3010569.2118

3010577.1811

3010551.0852

3010701.9853

3010721.6246

3010777.9763

3010808.0738

3010981.5731

3010981.5731

3011155.0724

DESCRIPTION

AGGREGATE PVMT.

AGGREGATE PVMT.

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

CONC. PVMT.

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

SIDEWALK

CONC. PVMT.

ST-1

ST-2

ST-3

ST-4

ST-5

ST-6

ST-7

END OF PIPE

END OF PIPE

END OF PIPE

CONNECT TO EX. WATER

BEND

TEE

HYDRANT

TEE

HYDRANT

BEND

TEE

TEE

HYDRANT

TEE

LAYOUT COORDINATE POINT TABLE

POINT #

NORTHING

1326603.4371

1326565.1343

1326533.2035

1326435.7120

1326336.9217

1326328.9844

1326220.2739

1326312.2588

1326316.8132

1326330.0788

1326338.2931

1326099.2023

1325985.5205

1326034.8668

1326041.2942

1326098.9552

1326186.1854

1326224.5952

1326231.0227

1326261.4228

1326455.1901

1326455.1901

1326480.7319

1325647.0727

1326570.9060

1326160.5971

1326092.2751

1326433.3643

1326603.4371

1326522.3793

1326521.0146

1326487.6769

1326486.6116

1326428.5157

1326322.9804

1326282.4457

1326422.0093

1326283.9802

1326040.9505

1326370.8346

1326331.7038

1326403.1301

1326498.8437

1326570.5604

1326570.7517

1326570.9647

1326502.8494

1326432.7707

1326282.0614

1326184.2737

EASTING

3011160.0724

3011289.4562

3011276.2300

3011480.9528

3011399.1510

3011408.7366

3011302.5626

3011155.4749

3011157.4391

3011114.1539

3011117.6965

3011202.3111

3011108.1786

3011025.9733

3011028.7451

3010877.3635

3010914.9818

3010825.9170

3010828.6888

3010740.5195

3010808.0738

3010840.8923

3010808.0738

3010808.3340

3011155.0724

3011244.0014

3010910.5294

3010573.7130

3011196.9851

3011153.1169

3011158.0288

3011135.6046

3011140.6676

3010743.7560

3010612.4308

3010561.9904

3010743.6415

3010571.8819

3010624.7253

3011367.8717

3011435.7594

3010590.8070

3010711.1078

3010801.0403

3010994.4634

3011187.8567

3011334.3075

3011473.0706

3011368.0133

3011263.1745

DESCRIPTION

TEE

TEE

HYDRANT

BEND

TEE

HYDRANT

TEE

TEE

FLUSH HYDRANT

BEND

HYDRANT

AIR RELEASE VALVE

BEND

TEE

HYDRANT

BEND

BEND

TEE

HYDRANT

BEND

TEE

HYDRANT

TEE

CONNECT TO EX. WATER

POST INDICATOR VALVE

HYDRANT

HYDRANT

BEND

BEND

BEND

BEND

BEND

BEND

SANITARY CLEANOUT

LIFT STATION

CONNECT TO EX. FORCEMAIN

GAS

GAS

CONNECT TO EX. GAS

GAS

CONNECT TO EX. GAS

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LAYOUT COORDINATE POINT TABLE

POINT #

NORTHING

1326088.5126

1326061.2110

1326226.1613

1326341.5489

1326404.6768

1326353.7584

1326297.2609

1326581.9060

1326359.5688

1326376.4819

1326382.1196

1326408.4411

1326431.0965

1326438.8914

1326482.7403

1326474.9454

1326551.3895

1326559.4655

1326568.8617

1326560.7857

1326451.3000

1326426.7460

1326552.3909

1326560.2309

1326575.8913

1326567.8152

1326573.4060

1326573.4060

1326573.4060

1326573.4060

1326570.5523

1326562.1462

1326457.6676

1326448.4854

1326421.1001

1326389.5815

1326369.3443

1326242.2153

1326230.5680

1326223.7107

1326218.1406

1326208.6884

1326104.7401

1326100.1187

1326001.8651

1326101.5665

1326188.7966

1326264.0340

1326433.9108

1326457.2588

EASTING

3011183.5322

3010983.6869

3010841.2015

3010783.3832

3010936.9078

3011057.8036

3011178.1925

3011068.3153

3010607.4026

3010628.4489

3010635.4643

3010602.7659

3010685.2350

3010678.9709

3010733.5353

3010739.7994

3010781.2228

3010774.7327

3010786.4251

3010792.9152

3010597.8301

3010617.5622

3010774.0036

3010767.7032

3010787.1905

3010793.6806

3010800.6377

3010837.0238

3010857.4780

3011176.0113

3011200.3247

3011223.3166

3011430.3514

3011443.4026

3011459.1246

3011457.1909

3011444.5264

3011339.9500

3011326.7078

3011310.4600

3011297.2311

3011286.4291

3011200.3284

3011196.5018

3011115.1168

3010883.9348

3010921.5530

3010747.0907

3010820.3498

3010766.2092

DESCRIPTION

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

LIGHT POLE

END OF PIPE

STRIPE

STRIPE

STRIPE

STRIPE

TRUCK SCALE

TRUCK SCALE

TRUCK SCALE

TRUCK SCALE

DUMPSTER PAD

DUMPSTER PAD

DUMPSTER PAD

DUMPSTER PAD

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

MAN GATE POST

MAN GATE POST

FENCE

FENCE

FENCE

FENCE

FENCE

FENCE

LAYOUT COORDINATE POINT TABLE

POINT #

NORTHING

1326410.5250

1326368.6739

1326369.4534

1326374.1304

1326392.0587

1326421.6793

1326420.4265

1326422.9322

1326393.3115

1326390.8058

1326368.6471

1326494.7240

1326516.4727

1326489.5113

1326089.6507

1326162.4583

1326190.2480

1326117.4404

1326521.9909

1326519.5194

1326490.8799

1326467.9837

1326463.9757

1326305.1102

1326293.4145

1326283.9954

1326310.2609

1326460.0532

1326414.5549

1326444.2031

1326536.1348

1326518.1137

1326509.1861

1326527.2072

1326490.9992

1326418.9150

1326383.2045

1326455.2887

1326499.8302

1326482.0344

1326484.7127

1326475.9274

1326453.1620

1326459.1693

1326464.5256

1326467.3038

1326469.9821

1326487.7779

1326412.3041

1326420.0990

EASTING

3010716.3082

3010664.2299

3010663.6035

3010659.8450

3010645.4375

3010621.6338

3010620.0749

3010623.1928

3010646.9965

3010643.8786

3010652.0640

3010814.5605

3010841.6239

3010855.9656

3010845.4399

3010876.8532

3010812.4441

3010781.0308

3010987.7948

3011034.4025

3011036.8456

3011059.2662

3011099.1371

3011334.2289

3011319.4860

3011256.1002

3011192.9468

3010987.7948

3010713.0697

3010749.9630

3011092.8514

3011128.5620

3011124.0567

3011088.3462

3011204.4883

3011347.3304

3011329.3093

3011186.4672

3011273.5540

3011308.8182

3011310.1698

3011327.5786

3011316.0902

3011304.1869

3011306.8899

3011301.3845

3011302.7361

3011267.4719

3010661.8503

3010655.5861

DESCRIPTION

FENCE

FENCE

MAN GATE POST

MAN GATE POST

SLIDE GATE POST

SLIDE GATE POST

BOLLARD

BOLLARD

BOLLARD

BOLLARD

ABA ACCESSIBLE SIGN

DO NOT ENTER SIGN

DO NOT ENTER SIGN

PEDESTRIAN CROSSING SIGN

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

TEMPORARY CONSTRUCTION FENCE

TEMPORARY CONSTRUCTION FENCE

BUILDING CORNER

BUILDING CORNER

CANOPY CORNER

CANOPY CORNER

CANOPY CORNER

CANOPY CORNER

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

BUILDING CORNER

LOADING DOCK CORNER

LOADING DOCK CORNER

LOADING DOCK CORNER

LOADING DOCK CORNER

LOADING DOCK CORNER

LOADING DOCK CORNER

LOADING DOCK CORNER

LOADING DOCK CORNER

LOADING DOCK CORNER

LOADING DOCK CORNER

RAMP

RAMP

LAYOUT COORDINATE POINT TABLE

POINT #

NORTHING

1326501.5327

1326493.7378

1326493.5076

1326502.4353

1326500.7313

1326485.6138

1326475.0264

1326452.2609

1326462.8483

1326468.2051

1326488.6790

1325903.6227

1325984.8051

1325981.3941

1325941.7593

1326077.6110

1325929.5540

1325997.0019

1325880.3919

1325979.5827

1325897.5476

1325982.1939

1326403.1051

1326358.4670

1326400.8940

1326365.1834

1326398.6413

EASTING

3010756.9200

3010763.1841

3011260.0023

3011264.5076

3011271.7685

3011308.3842

3011329.3642

3011317.8757

3011296.8958

3011299.5990

3011265.6864

3011027.2674

3010839.0262

3011095.1542

3010932.1818

3010876.3362

3011052.6403

3010841.0222

3011021.1285

3010825.8838

3011028.7281

3010832.4550

3011389.7573

3011367.2310

3011383.0409

3011365.0198

3011387.5047

DESCRIPTION

RAMP

RAMP

EDGE OF CONC. PAD

EDGE OF CONC. PAD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

BOLLARD

**OPTION** AGG. PVMT.

**OPTION** AGG. PVMT.

**OPTION** LIGHT POLE

**OPTION** LIGHT POLE

**OPTION** LIGHT POLE

**OPTION** HYDRANT

**OPTION** HYDRANT

**OPTION** TEE

**OPTION** BEND

**OPTION** FENCE

**OPTION** FENCE

**OPTION** CONC. PVMT.

**OPTION** SIDEWALK

**OPTION** BLDG CORNER

**OPTION** BLDG CORNER

**OPTION** SIDEWALK

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

B-1

B-2 B-3

B-4

B-5

B-6

B-7

B-8

B-9

B-10

B-11

B-13

B-12

B-14

B-16

B-15

B-17

B-18

B-19

B-20

B-21

B-22

B-23

B-24

B-25

B-26

B-27

B-28

B-29

B-30

B-31

B-32

H

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B

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V

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OPERATIONS BUILDING

FF ELEV. 100.00 (ARCH.)

FF ELEV 585.75 (CIVIL)

601.00

595.00

593.00

588.16

591.80

592.36

588.40

588.73

584.75

584.50

585.50

585.90

593.01

592.94

593.26

593.64

594.50

590.66

ST-1

ST-2

ST-3

ST-4

ST-5

ST-6

ST-7

3:1 MAX. SLOPE (TYP)

591.61

585.13

115' OF 15" RCP

10' OF 15" RCP

140' OF 18" RCP

36' OF 15" RCP

-2.4%

-1 .2

3' WIDE FLAT BOTTOM

GRASS SWALE @ 1.15%

BIORETENTION BASIN

RIDGE

RIDGE

RIDGE

12" PVC HEADER PIPE

OUTLET INV. EL 591.00

SEE STRUCTURAL PLANS

FOR LOADING RAMP DETAILS

EXISTING

WETLAND

RIDGE

12" PVC HEADER PIPE

OUTLET INV. EL 578.50±

TBM #1

TBM #2

COVERED

CANOPY

RIDGE

CLEANOUT (TYP.)

CLEANOUT (TYP.)

579.50

579.50

579.25

579.25

12" PVC HEADER PIPE

SEE A3/C5091 FOR

CONNECTION

TO ROOF DRAINS

MATCH EX. ELEV.

583.72±

MATCH EX. ELEV.

580.26±

TOP OF BERM.

EL. = 583.80

**OPTION** IF OPTION SCOPE IS TAKEN,

RELOCATE AGGREGATE PAVEMENT AND

PERIMETER SIDEWALK TO THE EAST TO

ACCOUNT FOR THE EXTENT OF THE

BUILDING. DRAWING SHOWS FINAL INTENT

IF THIS OPTION SCOPE IS TAKEN. BASE BID

DOES NOT INCLUDE OPTION SCOPE.

**OPTION** IF OPTION SCOPE IS TAKEN, EXPAND AGGREGATE

PAVEMENT, AGGREGATE FILTER STRIP AND SECURITY FENCING

AS SHOWN. BASE BID DOES NOT INCLUDE AGGREGATE,

HOWEVER, GRADING AND SUBGRADE PREPARATION OF THIS

AREA MUST BE INCLUDED. GRADES SHOW FINAL INTENT IF THIS

OPTION SCOPE IS TAKEN.

TRANSITION FROM GRASS SWALE

TO EXISTING CONCRETE SWALE

EL 576.00 +/-

EXTEND RIP RAP APRON 15' FROM

END OF CONCRETE SWALE

4' WIDE FLAT BOTTOM

GRASS SWALE @ 0.95%

DETENTION BASIN

595.00

594.00

597.39

592.00

593.99

593.90

593.90

593.71

593.94

593.85

593.90

593.90

592.41

592.38

594.92

591.26

589.28

585.04

587.94

588.74

585.89

587.69

594.15

596.15

594.88

593.31

593.79

593.40

591.23

592.21

592.43

583.58

583.48

584.13

583.82

584.00

584.36

584.38

584.99

587.89586.72

584.28 583.88

580.81

582.34

582.10

583.85

RIDGE

583.57

585.50

585.75

585.40

585.40

585.40

585.34

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 50'

A1

SITE GRADING AND DRAINAGE PLAN

GENERAL SHEET NOTES

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

CONDITION / SURVEY SHEETS FOR AS SURVEYED CONDITIONS (V1011 TO

V1051).

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. REFER TO SHEETS B1011 TO B1111 FOR BORING LOGS.

6. SEE SHEET C-0011 FOR ADDITIONAL GRADING INFORMATION.

7. CONTRACTOR MUST INSTALL ORANGE CONSTRUCTION FENCE, OR ANOTHER

APPROVED MEANS OF DEMARCATION, AROUND WETLANDS PRIOR TO

BEGINNING LAND DISTURBANCE. NO LAND DISTURBANCE IN WETLANDS IS

PERMITTED OUTSIDE OF THE LIMITS OF CONSTRUCTION SHOWN ON THIS

SHEET.

10. ALL REINFORCED CONCRETE PIPE (RCP) 18" AND BELOW MUST BE CLASS III.

ALL RCP LARGER THAN 18" MUST BE CLASS V.

11. SEE C2011 TO C2051 FOR STORM SEWER PROFILES AND STRUCTURE

INFORMATION.

12. SEE C5021 FOR BIORETENTION BASIN DETAILS AND CROSS SECTIONS.

13. SEE C5031 FOR DETENTION BASIN DETAILS AND CROSS SECTIONS.

N

100'25' 50'

1" = 50'

GRAPHIC SCALE

CONTROL POINTS

HORIZONTAL DATUM: REFERENCE FRAME NAD 83 (2011) EPOCH 2010.0000 INDIANA

STATE PLANE COORDINATES ZONE WEST, U.S. SURVEY FEET.

VERTICAL DATUM: NAVD88 (COMPUTED USING GEOID 12A), U.S. SURVEY FEET

TBM - CONTROL POINTS

POINT NO. NORTHING EASTING ELEVATION DESCRIPTION

1 1326098.2930 3010410.2011 579.48 SI WIT

2 1326457.5197 3010567.8633 582.80 FI 5/8" WIT

KEYNOTES

**OPTION** - SHADED AREA DENOTES OPTIONAL SCOPE AND INCLUDES

BUILDING AND SITE DEVELOPMENT ASPECTS (INCLUDING, BUT NOT LIMITED

TO AGGREGATE PAVEMENT, FENCING, SITE LIGHTING, AND UTILITIES). BASE

BID DOES NOT INCLUDE OPTIONAL SCOPE.

EXISTING WETLAND - DO NOT DISTURB

APPROXIMATE CONSTRUCTION LIMITS/LIMITS OF DISTURBANCE

TEMPORARY CONSTRUCTION FENCE, SEE A4/C5091.

FENCE DELINEATES LIMITS OF ALLOWABLE WETLAND DISTURBANCE.

DISTURBANCE NOT TO EXCEED 0.05 ACRES.

CONNECT TO DOWNSPOUT, SEE A2021

H

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OPERATIONS BUILDING

3:1 MAX. SLOPE (TYP)

APPROXIMATE CONSTRUCTION LIMITS

BIORETENTION BASIN

SEE A3/C5041 FOR

PLANTING DETAILS

LOADING RAMP

EXISTING

WETLAND

EXISTING WETLAND

(DO NOT DISTURB)

COVERED

CANOPY

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

S

F

APPROXIMATE

CONSTRUCTION LIMITS

**OPTION** IF OPTION SCOPE IS TAKEN,

RELOCATE AGGREGATE PAVEMENT AND

PERIMETER SIDEWALK TO THE EAST TO

ACCOUNT FOR THE EXTENT OF THE

BUILDING. DRAWING SHOWS FINAL INTENT

IF THIS OPTION SCOPE IS TAKEN. BASE BID

DOES NOT INCLUDE OPTION SCOPE.

**OPTION** IF OPTION SCOPE IS TAKEN, EXPAND AGGREGATE

PAVEMENT, AGGREGATE FILTER STRIP AND SECURITY FENCING

AND RELOCATE BOLLARDS AS SHOWN. BASE BID DOES NOT

INCLUDE AGGREGATE, HOWEVER, GRADING AND SUBGRADE

PREPARATION OF THIS AREA MUST BE INCLUDED. GRADES AND

SUBSEQUENT EROSION CONTORL MEASURES SHOW FINAL

INTENT IF THIS OPTION SCOPE IS TAKEN.

3' WIDE FLAT BOTTOM

GRASS SWALE @ 1.15%

4' WIDE FLAT BOTTOM

GRASS SWALE @ 0.95%

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 50'

A1

EROSION CONTROL PLAN

N

100'25' 50'

1" = 50'

GRAPHIC SCALE

SILT FENCE

EROSION CONTROL MAT / INCLUDING

SEEDING

SEEDING

EROSION CONTROL SOCK

KEYNOTES

1 SILT FENCE, SEE C4/C5121

EROSION CONTROL BLANKET, SEE B1/C5121

SEEDING

EROSION CONTROL FILTER SOCK, SEE D1/C5121

TEMPORARY CONSTRUCTION FENCE, SEE A4/C5091

TEMPORARY CONSTRUCTION EXIT, SEE C3/C5121

**OPTION** - SHADED AREA DENOTES OPTIONAL SCOPE AND

INCLUDES BUILDING AND SITE DEVELOPMENT ASPECTS (INCLUDING,

BUT NOT LIMITED TO AGGREGATE PAVEMENT, FENCING, SITE

LIGHTING, AND UTILITIES). BASE BID DOES NOT INCLUDE OPTIONAL

SCOPE.

LEGEND

GENERAL SHEET NOTES

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

EXISTING CONDITION / SURVEY SHEETS FOR AS SURVEYED CONDITIONS

(VP1011 THROUGH VP1051).

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 MUST 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, MUST 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. WASTE LOCATION TO BE COORDINATED WITH

CONTRACTING OFFICER.

4. CONTRACTOR MUST 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. THE CONTRACTOR MUST SEED ALL DISTURBED AREAS AS SHOWN

WITHIN THE GRADING LIMITS. ADDITIONALLY, ANY AREAS DISTURBED

OUTSIDE OF GRADING LIMITS MUST ALSO BE SEEDED (INCLUDING, BUT

NOT LIMITED TO, AREAS DISTURBED FOR UTILITY INSTALLATION).

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

CONTRACTING OFFICER.

SF

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W

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G

G

G

G

G

S

S

S

S

W

W

W

W

W

W

W

W

W

W

W W W W

W

W

S

D

W

W

W

W

W

W

W

W

W

W

G

S

DC

C

W

W

F

M

G

G

G

G

G

G

G

G

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

C x

G

G

G

GG

G

G

G

G

G

G

G

G

C x

C x

C x

C x

C x

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

F

O

C x

C x

C x

C x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

W x

C x

W x

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

S

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S

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10 17

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OPERATIONS

BUILDING

COVERED

CANOPY

WATERLINE "A"

STA 0+00

WATERLINE "A"

STA 21+33

WATERLINE "A": STA 3+16

WATERLINE "B" **OPTION**: STA 3+50

WATERLINE "A": STA 17+59

WATERLINE "B": STA 0+00

WATERLINE "A"

WATERLINE "B"

WATERLINE "A"

INV. EL.

582.75

CLEANOUT

(TRANSITION FROM 4" TO 6"

AT CLEANOUT)

SEE PLUMB. PLANS

14+0015+0016+0017+00

1+24

0+00

1+00

1+40

8+98

0+00

2+00

2+20

0+00

WATERLINE "C"

**OPTION** IF OPTION SCOPE IS TAKEN, RELOCATE WATERLINE "B"

(FROM STA 6+15 TO STA 8+81), HYDRANTS AND LIGHT POLES AS SHOWN.

WATERLINE "B"

WATERLINE "A": STA 4+52

WATERLINE "B": STA 8+98

WATERLINE "B": STA 6+40

WATERLINE "B**OPTION**": STA 0+00

WATERLINE "B" **OPTION**

3+50

0+00

**OPTION** IF OPTION SCOPE IS TAKEN,

RELOCATE GAS ENTRY INTO THE BUILDING

TO THE EAST TO ACCOUNT FOR THE EXTENT

OF THE BUILDING. DRAWING SHOWS FINAL

INTENT IF THIS OPTION SCOPE IS TAKEN.

BASE BID DOES NOT INCLUDE OPTION

SCOPE.

EXISTING WETLAND -

PROTECT IN PLACE

EXISTING WETLAND -

PROTECT IN PLACE

LIFT STATION

SEE SHEETS C5131 AND

C5141 FOR DETAILS

STEEL CASING PIPE,

SEE PROFILES FOR

DETAILS

LOADING RAMP

TEST PITS MUST BE DUG WHERE

WATERLINE CROSSES EXISTING UTILITIES

TO VERIFY DEPTH OF EXISTING UTILITY. A

MINIMUM VERTICAL CLEARANCE OF 1.5'

MUST BE MAINTAINED BETWEEN THE

WATERMAIN AND EXISTING FORCE MAIN

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

N

100'25' 50'

1" = 50'

1" = 50'

A1

SITE UTILITY PLAN

GENERAL SHEET NOTES

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

CONDITION / SURVEY SHEET FOR AS SURVEYED CONDITIONS (V1011 TO

V1051).

2. SEE SHEET C1121 TO C1161 FOR UTILITY LAYOUT INFORMATION.

3. REFER TO RESPECTIVE DISCIPLINE DRAWINGS FOR CONTINUATION OF

SERVICES INTO BUILDINGS.

4. SEE SHEET C1211 FOR GRADING AND DRAINAGE INFORMATION.

5. CONTRACTOR WILL BE RESPONSIBLE FOR TRENCHING AND VECTREN IS

RESPONSIBLE FOR INSTALLING THE GAS LINE.

KEYNOTES

1 2" HDPE (200 PSI PRESSURE RATING) SANITARY SEWER FORCE MAIN.

CONNECT TO EXISTING FORCE MAIN. SEE A3/C5131.

NATURAL GAS LINE, 3" ASSUMED - FINAL SIZE AND CONSTRUCTION TO BE

DETERMINED BY VECTREN (NATURAL GAS UTILITY).

CONNECT TO EXISTING GAS LINE, COORDINATE WITH VECTREN (NATURAL

GAS UTILITY).

8" C900 (SDR 21) WATER MAIN. SEE C2011 TO C2041 FOR PROFILE.

UNDERGROUND FIBER OPTIC. SEE TELECOM PLANS FOR DETAILS.

2" DOMESTIC WATER SERVICE LINE (COPPER).

1-1/4" DOMESTIC WATER SERVICE LINE (COPPER).

8" C900 (SDR 21) FIRE WATER SERVICE LINE (DUCTILE IRON BUILDING SIDE

OF PIV).

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

SEE C2/C5061 AND A4/C5081.

CONNECT TO EXISTING 8" DUCTILE IRON WATER LINE, SEE SHEET C5011

FOR DETAILS.

BORE WATERLINE UNDER ROADWAY (STEEL ENCASEMENT), SEE PROFILES

FOR DETAILS.

OVERHEAD ELECTRIC, SEE ELECTRICAL PLANS FOR DETAILS.

LIGHT POLE (TYP), ELECTRICAL LINES NOT SHOWN FOR CLARITY. SEE

ELECTRICAL PLANS FOR DETAILS.

POST INDICATOR VALVE, SEE C2/C5051.

CONNECT TO 3/4" GAS LINE FROM BUILDING AT GAS METER. METER TO BE

SET BY UTILITY COMPANY. SEE PLUMBING PLANS FOR CONTINUATION.

UNDERGROUND ELECTRIC, SEE ELECTRICAL PLANS FOR DETAILS

OVERHEAD FIBER OPTIC. SEE TELECOM PLANS FOR DETAILS.

FIRE DEPARTMENT CONNECTION.

6" PVC GRAVITY SANITARY SEWER.

**OPTION** - SHADED AREA DENOTES OPTIONAL SCOPE AND INCLUDES

BUILDING AND SITE DEVELOPMENT ASPECTS (INCLUDING, BUT NOT

LIMITED TO AGGREGATE PAVEMENT, FENCING, SITE LIGHTING, AND

UTILITIES). BASE BID DOES NOT INCLUDE OPTIONAL SCOPE.

OVERHEAD ELECTRIC AND FIBER OPTIC. SEE ELECTRICAL AND TELECOM

PLANS FOR DETAILS.

COMBINATION AIR RELEASE VALVE AND MANHOLE, SEE A4/C5061.

FLUSH HYDRANT AND CONTROL BOX, SEE A1/C5061.

FULLY ELECTRONIC, LOW PROFILE CONCRETE DECK TRUCK SCALE WITH

INTERNAL SELF-CHECKING WEIGH BRIDGE. E1001, TXXXX AND SEE

SPECIFICATION SECTION 10 88 00 SCALES FOR POWER AND TELECOM

REQUIREMENTS.

RELOCATED LADLUM MEASUREMENTS, INC. RADIATION DETECTION

SYSTEM. SEE ELECTRICAL AND TELECOM DRAWINGS, AND SPECIFICATION

10 88 00 SCALES FOR POWER AND TELECOM REQUIREMENTS.

**OPTION** 8" C900 WATER MAIN. SEE C2041 FOR PROFILE.

**OPTION** FIRE HYDRANT WITH 6" SERVICE LINE, VALVE AND VALVE SIGN

(TYP). SEE C2/C5061 AND A4/C5081.

**OPTION** LIGHT POLE (TYP), ELECTRICAL LINES NOT SHOWN FOR

CLARITY. SEE ELECTRICAL PLANS FOR DETAILS.

GRAPHIC SCALE

STATION

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50

EXISTING GROUND

FINISHED GRADE

PROPOSED 8" WATERLINE

STEEL

CASING

PIPE

48" MIN.

C HWY 5L

CO

NN

EC

T

TO

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XI

ST

IN

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8" D

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W

AT

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ST

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ST

A

- 0 3+

.89

HY

DR

AN

T

ST

A

- 0 6+

.89

HY

DR

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AT

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+1

5.8 2 =

W

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ER

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+5

0.0

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8.4

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EX

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- 0 1+

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ST

A

- 0 3+

.52

ST

A

- 0 5+

.62

ST

A

- 0 6+

.01

ST

A

- 0 0+

.17

STATION

9+00 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00

EXISTING GROUND

FINISHED GRADE

PROPOSED 8" WATERLINE

48" MIN.

ST

A

- 1 0+

.92

° B

EN

D

ST

A

- 1 4+

.78

1-

1/4 " C

OP

PE

R

DO

ME

ST

IC

W

AT

ER

S

ER

VI

CE

LI

NE

ST

A

- 0 9+

.54

HY

DR

AN

T

ST

A

- 0 9+

.15

GA

S

LIN

E

CR

OS

SI

NG

ST

A

- 1 2+

.77

HY

DR

AN

T

ST

A

- 1 5+

.28

HY

DR

AN

T

ST

A

- 1 3+

.86

.5°

B

EN

D

ST

A

- 1 4+

.78

8"

C

FI

RE

W

AT

ER

S

ER

VI

CE

LI

NE

ST

A

- 0 9+

.85

ST

A

- 1 0+

.47

ST

A

- 1 2+

.77

ST

A

- 0 8+

.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

A1

WATER LINE "A" PROFILE

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

C1

WATER LINE "A" PROFILE

17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50

EXISTING GROUND

PROPOSED 8" WATERLINE

STEEL CASING PIPE

48" MIN.

C HWY 331L

W

AT

ER

LIN

E "A

S

TA

+5

8.7 8 =

W

AT

ER

LIN

E "B

S

TA

+0

0.0

ST

A

- 1 7+

.87

° B

EN

D

ST

A

- 1 8+

.34

HY

DR

AN

T

ST

A

- 2 0+

.58

HY

DR

AN

T

ST

A

- 2 0+

.58

° B

EN

D

CO

NN

EC

T

TO

E

XI

ST

IN

G

" D

.I.

W

AT

ER

MA

IN

ST

A

- 2 1+

.19ST

A

- 2

0+

.17

EX

. F

OR

CE

M

AI

N

ST

A

- 1 7+

.55

ST

A

- 1 8+

.14

ST

A

- 2 0+

.79

ST

A

- 2 0+

.52

ST

A

- 2 0+

.52

ST

EE

L C

AS

IN

G

PI

PE

B

EG

IN

S

ST

A

- 2 1+

.52

ST

EE

L C

AS

IN

G

PI

PE

E

ND

S

STATION

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

PROPOSED 8" WATERLINE

48" MIN.

ST

A

- 0 0+

.00

CO

NN

EC

T

TO

W

AT

ER

LIN

E

"A

- S

TA

+5

7.2

ST

A

- 0 2+

.00

HY

DR

AN

T

FINISHED GRADE

EXISTING GROUND

ST

A

- 0 1+

.00

FL

US

HI

NG

H

YD

RA

NT

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 "A" PROFILE

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

A1

WATER LINE "C" PROFILE

0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50

EXISTING GROUND

FINISHED GRADE

PROPOSED 8" WATERLINE

48" MIN.

15" RCP

ST

A

- 0 1+

.76

HY

DR

AN

T

ST

A

- 0 4+

.25

HY

DR

AN

T

ST

A

- 0 1+

.71

2"

C

OP

PE

R

DO

ME

ST

IC

W

AT

ER

S

ER

VI

CE

LI

NE

ST

A

- 0 6+

.34

HY

DR

AN

T

ST

A

- 0 0+

.00

CO

NN

EC

T

TO

W

AT

ER

LIN

E

"A

- S

TA

+5

8.7

ST

A

- 0 6+

.24

W

AT

ER

LIN

E

"B

**O

PT

IO

N*

ST

A

- 0 8+

.08

HY

DR

AN

T

ST

A

- 0 3+

.25

° B

EN

D

ST

A

- 0 5+

.24

° B

EN

D

ST

A

- 0 1+

.76

ST

EE

L C

AS

IN

G

PI

PE

B

EG

IN

S

ST

A

- 0 1+

.76

ST

EE

L C

AS

IN

G

PI

PE

E

ND

S

42' OF 12" DIA. X 0.188" CASING PIPE

ST

A

- 0

1+

.36

.25 ° B

EN

D

STATION

9+00 9+50 10+00

FINISHED GRADE

PROPOSED 8" WATERLINE

ST

A

- 0 8+

.49

CO

NN

EC

T

TO

W

AT

ER

LIN

E

"A

- S

TA

+5

2.4

48" MIN.

EXISTING GROUND

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

A1

WATER LINE "B" PROFILE

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

WATER LINE "B" PROFILE

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

FINISHED GRADE EXISTING GROUND

PROPOSED 8" WATERLINE

ST

A

- 0 0+

.00

CO

NN

EC

T

TO

W

AT

ER

LIN

E

"B

- S

TA

+4

0.2

ST

A

- 3 +5

0.0 5'

CO

NN

EC

T

TO

W

AT

ER

LIN

E

"A

- S

TA

+1

5.9

48" MIN.

ST

A

- 0 1+

.01

HY

DR

AN

T

ST

A

- 0 1+

.00

° B

EN

D

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

WATER LINE "B" PROFILE **OPTIONAL SCOPE**

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

ST

-2

4'

DI

A.

M

H

ST

A.

0+

RI

M:

9.9

IN

V:

5.0

114.4' OF 15" RCP @ 4.37%

ST

-3

FE

S

ST

A.

1+

IN

V:

0.0

ST

-1

FE

S

ST

A.

0+

IN

V:

7.0

10.0' OF 15" RCP @ 20.00%

EXISTING GROUND

FINISHED GRADE

SIDEWALK

AGGREGATE PAVEMENT

WITH GRANULAR BACKFILL

STATION

0+00 0+50 1+00

ST

-6

OU

TL

ET

S

TR

UC

TU

RE

ST

A.

0+

IN

V:

7.4

35.6' OF 15" @ 0.62% EXISTING GROUND

FINISHED GRADE

ST

-7

FE

S

ST

A.

0+

IN

V:

7.2

STATION

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

140.3' OF 18" RCP @ 0.36%

ST

-5

FE

S

ST

A.

1+

IN

V:

8.5

EXISTING GROUND

FINISHED GRADE

ST

-4

OU

TL

ET

S

TR

UC

TU

RE

ST

A.

0+

IN

V:

9.0

AGGREGATE PAVEMENT

WITH GRANULAR BACKFILL

WATERLINE "B"

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

A1

STORM SEWER PROFILE

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

C3

STORM SEWER PROFILE

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

STORM SEWER PROFILE

2020-02-04T13:56:34-0500

2020-02-04T13:56:38-0500

2020-02-04T13:56:39-0500

2020-02-04T13:56:39-0500

2020-02-04T13:56:40-0500

2020-02-04T13:56:41-0500

2020-02-04T13:56:42-0500

2020-02-04T13:56:42-0500

2020-02-04T13:56:44-0500

2020-02-04T13:56:44-0500

2020-02-04T13:56:45-0500

2020-02-04T13:56:46-0500

2020-02-04T13:56:47-0500

2020-02-04T13:56:48-0500

2020-02-04T13:56:49-0500

2020-02-04T15:05:14-0500

2020-02-04T15:05:38-0500

2020-02-04T15:05:38-0500

2020-02-04T15:05:39-0500

2020-02-04T15:05:40-0500

2020-02-04T15:05:41-0500

2020-02-04T15:05:42-0500

2020-02-04T15:05:44-0500

2020-02-04T15:05:45-0500

2020-02-04T15:05:46-0500

2020-02-04T15:05:47-0500

2020-02-04T15:05:48-0500

2020-02-04T15:05:49-0500

2020-02-04T15:05:50-0500

2020-02-04T15:05:51-0500

2020-02-04T15:05:52-0500

2020-02-05T07:28:58-0500

2020-02-05T07:29:58-0500

2020-02-05T07:30:01-0500

2020-02-05T07:30:03-0500

2020-02-05T07:30:06-0500

2020-02-05T07:30:09-0500

2020-02-05T07:30:11-0500

2020-02-05T07:30:14-0500

2020-02-05T07:30:17-0500

2020-02-05T07:30:19-0500

2020-02-05T07:30:22-0500

2020-02-05T07:30:25-0500

2020-02-05T07:30:27-0500

2020-02-05T07:30:30-0500

2020-02-05T07:30:33-0500

2020-02-05T07:30:36-0500