Attachment G-1596603dwg03of11_C.pdf

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W

W x

W x

W x

W x

W x

H

I

G

H

W

A

Y

HYMAX TYPE COUPLER,

EXACT LOCATION TO BE

DETERMINED IN FIELD

HYMAX TYPE COUPLER,

EXACT LOCATION TO BE

DETERMINED IN FIELD

8"X8"X8" TEE

8" GATE VALVE WITH VALVE SIGN,

SEE C4/C5051 AND A4/C5081

EXISTING 8" DI

WATER LINE

CASING PIPE, SEE

PROFILE FOR DETAILS

8" C900 PVC

(WATERLINE "A")

W

W

W

W

W

W

W

G

G

8"X8"X8" TEE

8" GATE VALVE

WITH VALVE SIGN,

SEE C4/C5051

AND A4/C5081

8" GATE VALVE WITH VALVE SIGN,

SEE C4/C5051 AND A4/C5081

8" C900 PVC

(WATERLINE "B") OR

(WATERLINE "B" **OPTION**)

8" C900 PVC

(WATERLINE "A")

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W

W

W

W

W

W

G

G

F

O

F

O

8" C900 PVC

(WATERLINE "A")

6" C900 PVC

(WATERLINE "C")

8"X8"X6" TEE

W

W

W

W

W x

W x

W x

W x

W

W x

W x

W x

W x

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S

S

S

S

S

S

S

H I G

H W

Y

HYMAX TYPE COUPLER,

EXACT LOCATION TO BE

DETERMINED IN FIELD

CASING PIPE, SEE

PROFILE FOR DETAILS

8" C900 PVC

(WATERLINE "A")

HYMAX TYPE COUPLER,

EXACT LOCATION TO BE

DETERMINED IN FIELD

8"X8"X8" TEE

8" GATE VALVE WITH VALVE SIGN,

SEE C4/C5051 AND A4/C5081

EXISTING 8" DI

WATER LINE

W W

W W

W

W

8"X8"X8" TEE

8" C900 PVC

(WATERLINE "A")

8" GATE VALVE WITH VALVE SIGN,

SEE C4/C5051 AND A4/C5081

8" GATE VALVE WITH VALVE SIGN,

SEE C4/C5051 AND A4/C5081

8" C900 PVC

(WATERLINE "B")

F F

W W

W W W W

8" C900 PVC

(WATERLINE "A")

8" GATE VALVE WITH VALVE SIGN,

SEE C4/C5051 AND A4/C5081

1-1/4" COPPER

8" C900 PVC

FIRELINE

8"X8"X8" TEE

TAPPING SADDLE, SEE C2/C5091

CENTERLINE OF SWALE

1-1/4" VALVE WITH VALVE SIGN,

SEE A4/C5081

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 10'

A1

WATERLINE CONNECTION DETAILS

1" = 10'

C1

WATERLINE CONNECTION DETAILS

1" = 10'

C3

WATERLINE CONNECTION DETAILS

1" = 10'

C4

WATERLINE CONNECTION DETAILS

1" = 10'

A3

WATERLINE CONNECTION DETAILS

1" = 10'

A4

WATERLINE CONNECTION DETAILS

G

G

G

S

S

S

S

S

S

W

W W W W

W

W

S

D

S

D

C

C

C

R10'10.0'

C5021 C3

C5021 A1

BOTTOM OF BASIN = 581.00

5.0'

10.0'

R5'

R5'

R5'

ST-6

OUTLET STRUCTURE

A1/C5041

ST-7

FES

167' OF 4"Ø

UNDERDRAIN

6" PVC CLEANOUT

WITH PLUG (TYP)

22' OF 4"Ø

UNDERDRAIN

84' OF 4"Ø

UNDERDRAIN

56' OF 4"Ø

UNDERDRAIN

29' OF 4"Ø

UNDERDRAIN

SEE A3/C5041 FOR BIORETENTION

BASIN DETAILS

A-A

B B

STATION

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

5' BERM

TOP OF BERM

EL = 583.80

EXISTING

GROUND

PROPOSED GRADE

3:1 MAX (TYP)

BIORETENTION MEDIA

SEE A3/C5041

BOTTOM OF BASIN

EL = 581.00

WIDTH VARIES

SEE PLAN VIEW

STATION

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

BIORETENTION MEDIA

SEE A3/C5041

EXISTING

GROUNDPROPOSED GRADE

3:1 MAX (TYP)

BOTTOM OF BASIN

EL = 581.00

WIDTH VARIES

SEE PLAN VIEW

POINT TABLE

POINT #

NORTHING

1326266.1174

1326286.3939

1326337.9679

1326262.1575

1326282.4108

1326359.8886

1326258.1975

1326278.4739

1326430.7778

1326261.5262

1326268.0974

1326253.6062

1326256.2175

1326342.3522

1326372.6498

1326345.5346

1326374.7525

1326403.1714

1326405.6016

1326432.1429

1326429.7669

EASTING

3010696.8050

3010705.5492

3010727.7907

3010705.9875

3010714.7851

3010748.1343

3010715.1700

3010723.9142

3010791.6836

3010694.8250

3010692.2137

3010713.1900

3010719.7612

3010724.2363

3010754.0897

3010726.4197

3010755.8929

3010776.2752

3010777.6494

3010789.0955

3010794.6050

DESCRIPTION

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

CLEANOUT

TOP OF BIORETENTION BASIN

TOP OF BIORETENTION BASIN

TOP OF BIORETENTION BASIN

TOP OF BIORETENTION BASIN

TOP OF BIORETENTION BASIN

TOP OF BIORETENTION BASIN

TOP OF BIORETENTION BASIN

TOP OF BIORETENTION BASIN

TOP OF BIORETENTION BASIN

TOP OF BIORETENTION BASIN

TOP OF BIORETENTION BASIN

TOP OF BIORETENTION BASIN

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 20'

C1

BIORETENTION BASIN DETAILS

H: 1" = 20' V: 1" = 5'

C3

BIORETENTION BASIN SECTION A-A

H: 1" = 20' V: 1" = 5'

A1

BIORETENTION BASIN SECTION B-B

S

D

S

D

S

D

C5031 C3

C5

A1

R5'

R10'

R5' R10'

GRADE BOTTOM

OF BASIN

@ 1% MIN.

ST-4

OUTLET STRUCTURE

C1/C5041

EXISTING WETLAND

DO NOT DISTURB

A A

B-B

0 58

STATION

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

EXISTING

GROUND

PROPOSED GRADE

3:1 MAX (TYP)

1 % M

IN

STATION

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

EXISTING

GROUND

PROPOSED GRADE

3:1 MAX (TYP)

1 % MIN

POINT TABLE

POINT #

NORTHING

1326522.4060

1326522.4060

1326512.4060

1326463.2444

1326458.2444

1326458.2444

1326460.2604

1326513.1897

EASTING

3010867.7758

3010947.7313

3010957.7313

3010957.7313

3010952.7313

3010915.6110

3010909.5898

3010863.8783

DESCRIPTION

ELEV. 580

ELEV. 580

ELEV. 580

ELEV. 580

ELEV. 580

ELEV. 580

ELEV. 580

ELEV. 580

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 20'

C1

DETENTION BASIN DETAILS

H: 1" = 20' V: 1" = 5'

C3

DETENTION BASIN SECTION A-A

H: 1" = 20' V: 1" = 5'

A1

DETENTION BASIN SECTION B-B

4'-0"

NOTES:

1. TRASH RACK TO BE CONSTRUCTED OF GLASS-REINFORCED

HDPE AS MANUFACTURED BY PLASTIC SOLUTIONS INC. OR

APPROVED EQUAL.

2. GRID MATERIAL MUST NOT EXCEED 6" ON CENTER.

3. UV PROTECTION MUST MEET OR EXCEED ASTM D 2565-99.

4. LOAD RATING: 2030 LBS./SF

5. ANCHOR BOLTS MUST BE STAINLESS STEEL AND LOCATED

PER MANUFACTURER'S PRE-DRILLED HOLES.

PLAN VIEW

FRONT ELEVATION

BOTTOM OF BASIN = 579.00

OVERFLOW WEIR

ELEV. 582.70

TOP OF BERM = 584.50

P

R

O

P

R

A

D

E

OVERFLOW WEIR

ELEV. 582.70

TRASH RACK

ASSEMBLY - ROOF

MOUNT

SECTION A-A

BOTTOM OF BASIN = 579.00

4'

2.7' 4'

OUTLET PIPE

TRASH RACK

PROP. CONC.

FOOTING

11" ORIFICE IN

CONTROL STRUCTURE

INV. 579.00

CONTROL STRUCTURE:

INDOT CATCH BASIN - TYPE "A"

TOP OF BOX

TRASH RACK

TOP OF BOX

TRASH RACK

COMPACTED SUBGRADE

OUTFLOW PIPE SIZE

AND ORIENTATION

SEE PLAN

INV. 579.00

CONTROL STRUCTURE:

INDOT CATCH BASIN - TYPE "A"

11" ORIFICE

INV. 579.00

PCC INFILLPCC INFILL

TRASH RACK ASSEMBLY

TRASH RACK

ASSEMBLY SIDE

MOUNT

NOTES:

1. TRASH RACK TO BE CONSTRUCTED OF GLASS-REINFORCED

HDPE AS MANUFACTURED BY PLASTIC SOLUTIONS INC. OR

APPROVED EQUAL.

2. GRID MATERIAL MUST NOT EXCEED 6" ON CENTER.

3. UV PROTECTION MUST MEET OR EXCEED ASTM D 2565-99.

4. LOAD RATING: 2030 LBS./SF

5. ANCHOR BOLTS MUST BE STAINLESS STEEL AND LOCATED

PER MANUFACTURER'S PRE-DRILLED HOLES.

PLAN VIEW

FRONT ELEVATION

BOTTOM OF BASIN = 581.00

OVERFLOW WEIR

ELEV. 582.55

TOP OF BERM = 583.50

P

R

O

R

A

D

E

OVERFLOW WEIR

ELEV. 582.55

TRASH RACK

ASSEMBLY - ROOF

MOUNT

SECTION A-A

BOTTOM OF BASIN = 581.00

4'

1.55'

4'

OUTLET PIPE

TRASH RACK

PROP. CONC.

FOOTING

4" UNDERDRAIN

INV. 578.84

4" UNDERDRAIN

INV. 577.50

CONTROL STRUCTURE:

INDOT CATCH BASIN - TYPE "A"

TOP OF BOX

TRASH RACK

TOP OF BOX

TRASH RACK

COMPACTED SUBGRADE

OUTFLOW PIPE SIZE

AND ORIENTATION

SEE PLAN

INV. 577.47

CONTROL STRUCTURE:

INDOT CATCH BASIN - TYPE "A"

THREADED PLUG

INV. 577.50

4" Ø UNDERDRAIN

(SCHEDULE 40 PVC OR SDR 35)

CLEANOUT/OBSERVATION WELL

INV. 578.84

6" ORIFICE

INV. EL. 581.40

6" ORIFICE

INV. EL. 581.40

TRASH RACK ASSEMBLY

TRASH RACK

ASSEMBLY SIDE

MOUNT

24" (MIN.) THICK

BIORETENTION

SOIL MEDIA

EXISTING SOIL SUBGRADE,

TILLED OR "RIPPED" 12"

DEEP BEFORE BACKFILLING

4" Ø SCHEDULE 40 PVC OR SDR 35

PERFORATED PIPE, 3/8" Ø HOLES, TWO

SIDES, FACING DOWN, 2" OFF BOTTOM

FILTER FABRIC

(SIDES ONLY)

2" THICK MULCH

SLOPE VARIES, SEE

GRADING PLAN (TYP.)

6" THICK SAND (ASTM C-33

FINE AGGREGATE)

6" THICK 3/8" Ø GRAVEL

(ASTM C-33 NO. 8)

6" THICK 3/4" Ø GRAVEL

(ASTM C-33 NO. 6 OR 67)

NOTE:

ALL SAND AND GRAVEL TO BE NATURAL, UNCRUSHED.

VEGETATION NOT SHOWN FOR CLARITY. BOTTOM OF BASIN TO BE PLANTED WITH SWAMP MILKWEED (ASCLEPIAS INCARNATE) AT 2' CENTERS

(#1 CONTAINER).

THE PLANTING SOIL MUST BE A SANDY LOAM OR LOAMY SAND CONTAINING A MINIMUM OF 60 PERCENT SAND, BY VOLUME. THE CLAY

CONTENT MUST BE LESS THAN 10 PERCENT BY VOLUME. A SATURATED HYDRAULIC CONDUCTIVITY OF AT LEAST 2.0 FEET PER DAY (1.0 INCHES

PER HOUR) IS REQUIRED. THE SOIL MUST BE FREE OF STONES, STUMPS, ROOTS, OR OTHER WOODY MATERIAL OVER 1 INCH IN DIAMETER AND

MUST BE FREE OF BRUSH OR SEEDS FROM NOXIOUS WEEDS, SUCH AS JOHNSON GRASS, MUGWORT, NUTSEDGE AND CANADIAN THISTLE.

PLACEMENT OF THE PLANTING SOIL MUST BE IN LIFTS OF 12 TO 18 INCHES, LOOSELY COMPACTED (RUBBER WHEELED HEAVY EQUIPMENT AND

MECHANICAL TAMPING DEVICES ARE NOT RECOMMENDED FOR COMPACTION). THE PH RANGE MUST BE BETWEEN 5.2 AND 8.0. ORGANIC

MATTER MUST BE BETWEEN 1.5 AND 5%. MAGNESIUM, PHOSPHORUS AND POTASSIUM MUST BE APPLIED AT MINIMUM RATES OF 35, 75 AND 85

LBS. PER ACRE.

THE MULCH LAYER MUST BE STANDARD LANDSCAPE STYLE, SINGLE OR DOUBLE SHREDDED HARDWOOD MULCH. THE MULCH LAYER MUST BE

FREE OF OTHER MATERIALS, SUCH AS WEED SEEDS, SOIL, ROOTS, ETC.

WIDTH VARIES, SEE PLAN VIEW

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

1" = 20'

A1

BIORETENTION BASIN OUTLET STRUCTURE

1" = 20'

C1

DETENTION BASIN OUTLET STRUCTURE

1" = 20'

A3

BIORETENTION TYPICAL

M I N

V A

R I E

S

M

I N

#3 BAR ALL AROUND (W/ 6"

OVERLAP)

DUCTILE IRON (TO MAIN)

WITH TRACE WIRE

NTS

A2

THRUST BLOCK

NTS

C2

POST INDICATOR VALVE

NTS

C4

VALVE AND VALVE BOX

NTS

A1

TYPICAL UTILITY TRENCHING - UNPAVED

NTS

C1

TYPICAL UTILITY TRENCHING - PAVED

1"

ROUND CONCRETE COLLAR

(4000 PSI CONCRETE)

6" TYP.

6"

THERMITE WELD

GATE VALVE

WATER LINE

WITH TRACE WIRE

THRUST BLOCK

REFER TO DETAIL ON THIS SHEET

POST INDICATOR

GROUND LINE

DUCTILE IRON (TO BUILDING)

3'-0" MIN.

3'-6" MIN.

FINISH GRADE

FINAL BACKFILL

COMPACT TO 95% ASTM 1557

UTILITY MARKING TAPE

TRACE WIRE (TAPE TO PIPE)

UTILITY BEDDING MATERIAL

- SEE SPECIFICATION

VARIES

MIN. WIDTH REQUIRED FOR SAFE UTILITY

INSTALLATION PER OSHA REQUIREMENTS

PIPE O.D. + 18"

MINIMUM

PIPE O.D. + 18"

MINIMUM

6"

SEE DETAIL ON

SHEET C-5071

UTILITY BEDDING

MATERIAL - SEE

SPECIFICATION

TRACE WIRE (TAPE

TO PIPE)

PAVEMENT

FINISHED PAVED AREA

VARIES

COVER, LABELED "WATER"

UTILITY MARKING TAPE

VARIES

MIN. WIDTH REQUIRED FOR SAFE UTILITY

INSTALLATION PER OSHA REQUIREMENTS

PLUS 1' ON EACH SIDE

12"

BACKFILL MATERIAL

6"

THRUST BLOCK,

REFER TO DETAIL

ON THIS SHEET

EXTEND TRACER WIRE FROM SPLICE ALONG

VALVE BOX AND EXTEND 3 FEET OF EXTRA

TRACER WIRE INSIDE OF VALVE BOX

SPLICE VALVE TRACER WIRE TO PIPE

TRACER WIRE WITH BRASS OR

ALUMINUM WIRE CLAMP

PROVIDE

" X 12" LONG SCH. 40 PVC PIPE BURIED WITH

CAP JUST ABOVE GROUND LEVEL. EXTEND TRACER

WIRE FROM SPLICE ALONG VALVE BOX AND EXTEND TO

GROUND SURFACE, LOOP AT TOP AND DRAPE BACK TO

BOTTOM OF PVC PIPE. CONNECT LOOP TO CAP.

SPLICE VALVE TRACER WIRE TO

PIPE TRACER WIRE WITH BRASS

OR ALUMINUM WIRE CLAMP

REMOVABLE FLOWABLE FILL

PER INDOT STANDARD

SPECIFICATION, SECTION 213

8"

NOTES:

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

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

3. PIPE JOINTS AND BOLTS MUST BE ACCESSIBLE.

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

FUTURE ACCESS TO THE FASTENERS AT THE JOINTS.

5. THRUST BLOCKING ON VALVE SHALL HAVE THE SAME SOIL BEARING AREA AS A 45° ELBOW .

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

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

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

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

9. ALL WATERLINES MUST BE RESTRAINED USING MECHANICAL JOINTS.

B

BA

1'-3"

1'-0"

8"

6" dxe

C B

6"

6"

8"

5"

ACB

6"

6"

1'-0"

7"

8"

6"x4"

4"x2" e

A

B

8" 1'-1"

A

A d

A

B

8" 1'-6" d

B

1'-1"

C

R E

D U

C E

R S

AC

B

6"

6"

1'-4"

10"

ACB

6"

6"

1'-1" 1'-4"

Ad

4"

2"-2.5"

1'-1"

B

E N

D S

8"

A

2'-0" d

B

B

E N

D S

8"

B

A

1'-8" d d

B

2'-0"

C

B

6"

B

A C d

1'-8" 1'-6"

1'-0"

T E

E

N D

C

P

S

B E

N D

S

MINIMUM SIZE OF 2500 PSI CONCRETE THRUST BLOCKS FOR WATER MAINS

CB

3'-7" 2'-3"

A

2'-3"

V

E R

T I C

A L

B

E N

D

10" 1'-5"

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

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

2'-0" 1'-6"

10" 8"x6"

C

A

B

C

V

E R

T I C

A L

B

E N

D

5" 8"

10" 7"

5'-6" 3'-7"

3'-7"

#4

REIN.

BAR

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

2'-4" 4'-4"

3'-5" 4'-4"

12" 1'-9"

1'-9"10"

CB

Ad

4"

2"-2.5"

6"

C R

O S

S E

S

8"

10"

10" 8"

10" d

B

A

A

B

B

B

A

A

C

C

1'-0" 6"

4"x2

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

CRANE ARMY AMMO ACTIVITY

11/21/2019

NTS

C2

TYPICAL FIRE HYDRANT SETTING

E D

O

F

P

A V

E M

E N

T

ROUND CONCRETE COLLAR

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

CONCRETE BLOCK

2'-0" SQ. X 6"

CONCRETE BLOCK

1'-3" MIN. SQ.

CONCRETE BLOCK

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

3'-6" (TYP.)

2'-0" MAX. (LOW PROFILE)

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

1'-6" MIN.

FINISHED GRADE

SEE VALVE BOX DETAIL

FOR CONCRETE COLLAR

EXTEND TRACER WIRE

FROM SPLICE ALONG

VALVE BOX AND

EXTEND 3 FEET OF

EXTRA TRACER WIRE

INSIDE OF VALVE BOX

SPLICE VALVE TRACER WIRE

TO PIPE TRACER WIRE WITH

BRASS OR ALUMINUM WIRE

CLAMP

COMBINATION AIR VALVE

8" PIPE

CONCRETE BASE

1'-0" X 2'-0" X 5'-0"

WITH #5 REBAR ON

12" CENTERS

GRADE

CAST IRON FRAME AND COVER,

SET TOP 3" ABOVE

SURROUNDING GRADE

GRADE

SUPPORT PIPE WITH UNISTRUT

CHANNEL AND U-BOLT

PROVIDE ASPHALT

WATERPROOF COATING

2" BRASS NIPPLE

48" I.D. PRECAST

CONCRETE MANHOLE

" SQUARE JOINT SEALANT

(KENT-SEAL NO.2 OR EQUAL)

" DIAMETER PRESSURE

GAGE (0-300 PSI) (SEE NOTE 1)

" BALL VALVE

8" PIPE

2" COMBINATION AIR VALVE

2" BRASS UNION

2" BALL VALVE

2" THEADED TAP

FILL TO TOP OF PIPE WITH

GRANULAR BACKFILL

NOTE:

1. FACE OF PRESSURE GAGE MUST BE VIEWABLE THROUGH THE AIR RELEASE

VALVE VAULT HATCH WITHOUT ENTERING THE VAULT.

STEP 16" O.C. (TYP.)

SECTION "A-A"

PLAN

NTS

A4

AIR RELEASE VALVE

48" I.D. PRECAST

CONCRETE MANHOLE

PROVIDE MECHANICAL JOINT

RESTRAINTS BETWEEN TEE

AND VALVE

ITEM ITEM / DESCRIPTION

NOTES:

1. AUTOMATIC FLUSHING DEVICE MUST HAVE A 2" STAINLESS STEEL FIP INLET THAT WILL LEAD

VERTICALLY TO THE BOTTOM OF A 2” AUTOMATIC FLUSHING VALVE.

2. THE FLUSHING VALVE MUST CONTROL THE FLOW OF WATER THROUGH THE HYDRANT AND ITS

DIAPHRAGM WITH THE EXTENSION AND RETRACTION OF A DC LATCHING SOLENOID AND HAVE A 220 PSI

RATING.

3. EACH UNIT MUST BE FURNISHED WITH A STAND-ALONE VALVE CONTROLLER. THE VALVE CONTROLLER

WILL NOT REQUIRE A SECOND HAND-HELD DEVICE FOR PROGRAMMING. CONTROLLER MUST HAVE

MINIMUM OF 12 POSSIBLE FLUSHING CYCLES PER DAY. CONTROLLER MUST BE SUBMERSIBLE TO 12

FEET, OPERATE WITH A 9 VOLT BATTERY, AND HAVE RESIN-SEALED ELECTRICAL COMPONENTS. THE

SOLENOID MUST HAVE NO LOOSE PARTS WHEN REMOVED FROM THE VALVE. EACH UNIT MUST HAVE A

ALL STAINLESS STEEL SAMPLING POINT. REMOVAL OF THE 2" VALVE SHALL BE POSSIBLE VIA AN O-RING

CONNECTOR LOCATED BENEATH THE VALVE AFTER THE ABOVE GROUND DISCONNECTION OF THE

STAINLESS STEEL ACCESS PLATE. VALVE ASSEMBLY MUST BE HOUSED IN A PVC ENCLOSURE AND

EACH UNIT MUST BE SELF-DRAINING, NON-FREEZING. ALL ABOVE-GROUND COMPONENTS MUST BE

CONTAINED WITHIN A UV-RESISTANT LOCKING COVER.

4. WATER LINES MUST BE FREE OF DEBRIS PRIOR TO INSTALLATION.

5. UNIT MODEL # MUST BE ECLIPSE 9800, OR APPROVED EQUAL.

42"

MIN.

R

4" AIR GAP

NTS

A1

FLUSH HYDRANT

NTS

A2

FIRE HYDRANT BOLLARD LOCATION DETAIL

UV RESISTANT LOCKABLE LID

DIFFUSER / TRAP

2" PVC BALL VALVE

SAMPLING POINT

2" STAINLESS STEEL QUICK DISCONNECT

REMOVABLE ACCESS PLATE

DECHLOR BASKET

6" 45° PVC ELBOW

CONTROLLER

SDR 35 PVC PIPE

AUTOMATIC DRAIN

2" AUTOMATIC VALVE

O-RING CONNECTOR

1" CLEAN ROCK

2" BRASS FIP INLET

2" MIP x COMPRESSION ADAPTER

DEBRIS PLATE

6" PVC PIPE

SCHEDULE 80 PVC PIPE

6" PVC P TRAP

DEPTH AS REQUIRED

SEE WATER

LINE PROFILES

T

Y

P

EDGE OF TRAVELWAY

NOTES:

1. USE WHERE SHOWN ON PLANS.

2. REFER TO FIRE HYDRANT DETAIL FOR HYDRANT INSTALLATION AND CONNECTION TO

FIRE MAIN.

3. REFER TO BOLLARD DETAIL FOR CONSTRUCTION.

3'-0"

FENCE

HYDRANT OR PIV

WATER MAIN WITH

TRACE WIRE

6" DIA. D.I.

AS REQUIRED

VALVE

VALVE BOX

GRAVEL

#3 BAR ALL AROUND

(W/6" OVERLAP)

PAINT HYDRANT TOP AND NOZZLE CAP AS

REQUIRED BY NFPA 291

PAINT HYDRANT BARREL YELLOW IN

ACCORDANCE WITH UFC 3-600-01

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

C1

SIDEWALK

PREMOLDED STRIP OR JOINT

SEALER WHEN SAWED

FLUSH WITH SURFACE

T/3 MIN.

1/8"

T

T

LUBRICATE ONE END

1"Ø SMOOTH DOWEL

BAR 18"LG. @ 12" CTRS.

NTS

D2

HEAVY DUTY CONCRETE PAVEMENT

NTS

C2

CONCRETE PAVEMENT

TRANSVERSE CONTRACTION JOINT

NTS

B1

CONCRETE MOW STRIP

NTS

A1

ASPHALT PAVEMENT

W

4" PCC SIDEWALK

DUMMY JOINT (MADE

WITH 3/4" CENTER GROVER)

4" AGGREGATE BASE

COURSE

UNDISTURBED EARTH OR

COMPACTED FILL

PREPARED SUBGRADE

1/2" PREMOLDED EXPANSION

JOINT FILLER WITH JOINT

SEALER.

NOTES:

1. W = WIDTH OF SIDEWALK

2. SPACE DUMMY JOINTS AT W. PLACE EXPANSION JOINTS AT 3 x W.

3. EXPANSION JOINT MUST BE PLACED THROUGH THE FULL DEPTH OF THE SIDEWALK.

1.5" HMA, PG 64-22, 9.5 MM SURFACE

2.5" HMA, PG 64-22, 19.0 MM INTERMEDIATE

6" NO. 53 AGGREGATE BASE COURSE

PREPARED SUBGRADE

TACK COAT

8" P.C. CONCRETE (NON-REINFORCED)

PREPARED SUBGRADE

4" AGGREGATE BASE COURSE, EXTEND 4" MIN. BEYOND

PAVEMENT EDGE

PREPARED SUBGRADE

2' WIDE CAST IN PLACE CONCRETE (4" THICK) SLOPE 1%

AWAY FROM BUILDING

FACE OF BUILDING

FINISHED GRADE, TOPSOIL AND SEED

4"

6" NO. 53 AGGREGATE BASE COURSE

1/2" PREMOLDED EXPANSION JOINT

FILLER WITH JOINT SEALER.

1-1/4" ROLLER CUT

DOWEL SLEEVE

NOTE: 12' MAXIMUM JOINT SPACING

NOTES:

1. CONCRETE MATERIAL TO

MATCH SIDEWALK

2. PLACE JOINTS TO MATCH

SIDEWALK DETAIL (C1,

THIS SHEET)

NTS

A2

AGGREGATE PAVEMENT

6" INDOT #2 CRUSHED AGGREGATE

PREPARED SUBGRADE

NTS

B2

AGGREGATE FILTER STRIP

PREPARED SUBGRADE

6" INDOT #2 CRUSHED STONE

NTS

C4

CONCRETE DUMPSTER PAD

8" P.C. CONCRETE

PREPARED SUBGRADE

4" AGGREGATE BASE COURSE

6" INDOT #53 CRUSHED AGGREGATE

NOTES:

1. PORTLAND CEMENT CONCRETE MUST BE MIN. 4500 PSI COMPRESSIVE STRENGTH.

2. PRIOR TO PLACING BASE MATERIALS, THE SUBGRADE SOIL MUST BE PREPARED PER

GEOTECHNICAL REPORT. FILL MATERIALS WITHIN PAVEMENT AREAS MUST BE PLACED IN

LIFTS NOT EXCEEDING 8 INCHES AND COMPACTED TO A MIN. 95% OF THE SOIL'S

MODIFIED PROCTOR (ASTM D 1557) MAXIMUM DRY DENSITY.

3. AGGREGATE BASE MUST BE COMPACED TO A MIN. 95% OF MODIFIED PROCTOR MAXIMUM

DRY DENSITY (ASTM D 1557).

4. CONCRETE PAVEMENT IN THE TRASH ENCLOSURE AREA MUST BE REINFORCED WITH #4

@ 12" EACH DIRECTION.

NTS

A4

CONCRETE PARKING BLOCK

2'-8" MIN. TO

8"

EDGE OF PARKING

LOT

3" NO. 8 AGGREGATE BASE COURSE

2-#4 BARS THRU WHEEL STOP &

PARKING SURFACE, MIN 18" LONG.

PARKING SURFACE

6' LONG PRECAST CONC. WHEEL STOP

W/2-#4 BARS CONT. 5'-9" LONG

UNDISTURBED SOIL/COMPACTED FILL

PER PROJECT SPECIFICATIONS

BIAXIAL GEOGRID

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

C1

MUTCD SIGNAGE

NTS

C2

SIGN MOUNTING

NTS

C4

CROSSWALK

NTS

A1

BOLLARD

WASHER

M

I N

M

A X

3"

FINISH GRADE

CONCRETE

SLOPE TO DRAIN

3/8" DIA. PAN HEAD

MACHINE SCREW

W/HEX NUT &

WASHERS

3LB U-CHANNEL

GALVANIZED

STEEL (12 GAUGE)

NOT TO SCALE

NOT TO SCALE

SIGN MOUNTING POST

SIGN PANEL ATTACHMENT

3.4"

1.3"

MUTCD STANDARD SIGN DESIGNATION SHOW AS (X-1)

MOUNTING HEIGHT - 60" FROM BOTTOM OF SIGN TO

PAVEMENT IN NON-PEDISTRIAN AREAS AND 84" IN

PEDISTRIAN AREAS.

ALL SIGNS MUST BE MOUNTED TO 3LB "U-CHANNEL" POST.

ALL ROAD WAY SIGNAGE MUST BE HIGH INTENSITY

SHEETING

SIGNS MUST MEET THE REQUIREMENTS OF THE MANUAL

ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD).

SIGNS MUST BE FABRICATED FROM ALUMINUM ALLOY

SHEETS.

ALL MOUNTING HARDWARE MUST BE GALVANIZED.

NOTES:

FLOW OF TRAFFIC

6" D

C

L

NOTES:

1. POSTS MUST BE PAINTED CATERPILLAR YELLOW.

1.

2.

3.

4.

5.

6.

7.

ACCESSIBLE PARKING (R7-8 AND R7-8A)

NOT TO SCALE

1.9"

2' TYP.

PIANO KEY MARKING, WHITE

8'

2'

18"

6"

4'

4'

2"

PAVEMENT OR SIDEWALK

6" Ø SCHEDULE 80 STEEL PIPE FILLED WITH

CONCRETE AND PAINTED SAFETY YELLOW

SLOPE TO DRAIN (TYP)

FINISHED GRADE

CONCRETE

PEDESTRIAN CROSSING

SIGN

20'

VAN

ACCESSIBLE

RESERVED

PARKING

NTS

A2

ACCESSIBLE STALL MARKING

PEDESTRIAN CROSSING (W11-2)

NOT TO SCALE

DO NOT ENTER (R5-1)

NOT TO SCALE

SIGN PANEL ATTACHMENT

WASHER

3/8" DIA. PAN HEAD

MACHINE SCREW W/HEX

NUT & WASHERS

SIGN MOUNTING POST

FINISHED GRADE

PAINTED 3-LB

B-CHANNEL

GALVANIZED STEEL

(12 GAUGE)

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

BE MOUNTED PARALLEL TO THE LINE THE VALVE/HYDRANT

IS ASSOCIATED WITH. VALVE/HYDRANT NUMBER SHOWN ON

PLATE TO BE COORDINATED WITH CONTRACTING OFFICER.

NTS

A4

VALVE/HYDRANT LOCATION SIGN

KEYED NOTES:

9"(TYP.)

4"(TYP.)

T

Y P

T

Y P

4" (TYP.)

1. TYPICAL VAN ACCESSIBLE SPACE.

2. TYPICAL STANDARD ACCESSIBLE SPACE.

3. RESERVED PARKING SYMBOL

4. 4" WIDE WHITE STRIPING (TYP.)

5. RESERVED PARKING SIGN

6. CONC. SIDEWALK

7. CONCRETE WHEEL STOP

TYPICAL STANDARD ACCESSIBLE LAYOUT

TYP. PARKING LOT STRIPING

9'

9'9'9'

6" Ø CONCRETE BOLLARD CAP

PAINTED SAFETY YELLOW

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

A3

ROOF DRAIN CONNECTION

6" DIA. PVC

PIPE

4"X6" PVC ENLARGER

6" 90° PVC ELBOW

PLAN

PROFILE

SEE PLAN

12" DIA. PVC PIPE

6" DIA. PVC PIPE

12"x6" 45° PVC WYE

SIDEWALK / DOCK / MOW STRIP / GRASS, SEE PLANS

4" DIA. PVC PIPE

NOTES:

1. ALL CONNECTIONS MUST BE WATER TIGHT

12"x6" 45°

PVC WYE

6" 45° PVC ELBOW

6" 45° PVC

BEND

12" DIA. PVC PIPE

PROPOSED

BUILDING

CAST IRON DOWNSPOUT ADAPTER

NEW DOWNSPOUT,

SEE ARCHITECTURE FOR DETAILS

1%

MANUFACTURER'S STANDARD TRANSITIONAL

COUPLING

NTS

C4

PRECAST CONCRETE END SECTION

DIA. WALL

A

(+/-1")

B

(+/-1")

C

(+/-1")

E

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

15"

18"

7"

11"

4'-0"

4'-1"

2-1/4"

2-1/2 "

6'-3"

6'-2"

2'-6"

3'-0"

24"

DIMENSIONS

B

C

A

E

PLAN VIEW

SECTION A-A

END VIEW

8"

WALL

DIA.

A A

DIA.

WALL

6"

D

WALL +6"

D

DIA.

E

WALL

TOE WALL

A1

A1

MANHOLE DETAILS

NTS

C1

MANHOLE FRAME AND COVER DETAILS

SECTION"A-A"

PLAN

A

A

1.75"

1.0"

SANITARY SEWER

MANHOLE BASE SET ON

6" OF #8 STONE

8"

3" MIN. ABOVE BASE

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

PRECAST CONCRETE SECTIONS

FILL WITH CONCRETE, SLOPE SIDES AT 1/2"/FOOT

(MIN)

NOTES:

1. MANHOLE MUST CONFORM TO ASTM C-478.

2. JOINTS MUST CONFORM TO ASTM C-443.

3. PROVIDE STEEL LADDER WITH RUNGS SPACED AT 12" ON

CENTER FOR STRUCTURE GREATER THAN 12 FEET DEEP.

4' DIAM. MIN.

O-RING GASKET BETWEEN ALL RISER AND CONE

SECTIONS, PLUS 1/2" EXTRUDABLE GASKET (KENT

SEAL OR EQUAL)

ECCENTRIC CONE SECTION

BUTYL RUBBER BASE EXTERIOR BACKPLASTER

MATERIAL. 1/4"±1/16" MIN. THICKNESS FROM 2"

BELOW TOP OF CONE TO CASTING.

PRECAST CONCRETE ADJUSTER RINGS

4" MIN. - 12" MAX.

FRAME AND COVER

TOP OF FRAME ELEVATION (SEE PLANS)

34" OR 36", DEPENDENT

UPON O.D. OF RING SECTION IN USE

26"

21"

MACHINED BEARING SURFACE

22.75"

SELF-SEALING APPLICATON

7" OR 9"

FRAME AND COVER WITH

"SELF-SEALING" APPLICATION

TYPE "B" LID DESIGN

CONCEALED PICKHOLES

12" O.C.

24" MAX.

24" MAX.

"WATER", "SANITARY SEWER" OR "WATER"

AS APPROPRIATE.

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

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

D

(+/-1")

24"

24"

24"

24"

BLAZE ORANGE HIGH

DENSITY

POLYETHYLENE

FABRIC FENCE

STEEL POSTS

GROUND LINE

GROUND PLATES

10'-0"

NTS

A4

CONSTRUCTION FENCE DETAIL

TAPPING SADDLE WITH NEOPRENE

GASKET

TAPPING SADDLE BAND

DOUBLE STRAP

(8-INCH PIPE & LARGER)

COPPER TUBING

COPPER TUBING GOOSENECK

COPPER TUBING

COMPRESSION JOINT

COMPRESSION JOINT

CORPORATION STOP

ACP, PVC, DI OR CI PIPE

SINGLE BOLT & NUT (SHOWN)

TAPPING SADDLE BAND SINGLE STRAP

6-INCH PIPE & SMALLER

NTS

C2

TAPPING SADDLE FOR COPPER WATER SERVICE

AIR GAP

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

B R

I

D

T H

6"

10'-0" MAXIMUM

6"

M

I N

16" MIN. DIA.

CONCRETE BASE

TENSION WIRE

BRACE RAIL

LINE POST

LINE POST

GRADE

HOG RINGS (TYP.)

10" MIN. DIA.

TOP RAIL OR TENSION WIRE

PULL POST

LINE POST

LINE POST

TRUSS ROD

TRUSS ROD

10'-0" MAX.

10'-0" MAX.

NO SCALE

NO SCALE

STEEL POST SCHEDULE

USE AND SECTION

MINIMUM OUTSIDE DIMENSIONS (NOMINAL)

FABRIC WIDTH 72" OR LESS

FABRIC WIDTH 84" TO 96"

FABRIC WIDTH 108" AND OVER

CORNER, END & PULL POSTS

TUBULAR - ROUND

TUBULAR - SQUARE

C-SECTION (ROLL-FORMED)

LINE POSTS

TUBULAR - ROUND

H-SECTION

C-SECTION (ROLL-FORMED)

TOP, BOTTOM & BRACE RAILS

TUBULAR - ROUND

TUBULAR - SQUARE

H-SECTION

C-SECTION (ROLL-FORMED)

BRACE RAILS

BRACE RAILS

2"

CHAIN-LINK SECURITY FENCE DETAIL

BRACE PANEL DETAIL

PROVIDE BRACE PANEL WHENEVER STRAIGHT

RUNS EXCEED 500 FEET.

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

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

NOTE:

2.375" O.D.

2.00" SQ.

3.50" X 3.50"

2.875" O.D.

2.50" SQ.

3.50" X 3.50"

4.00" O.D.

3.00" SQ.

1.90" O.D.

2.25" X 1.70"

1.875" X 1.625"

2.375" O.D.

2.25" X 1.70"

2.25" X 1.70"

2.875" O.D. 2.25" X

1.70"

CORNER, END,

OR PULL POST

TIE WIRES OR

CLIPS (TYP.)

TIE WIRES OR HOG

RINGS (TYP.)

TENSION WIRE

BOTTOM OF FABRIC

1.66" O.D.

1.50" SQ.

1.625" X 1.50"

1.625" X 1.25"

NOTES:

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

FENCE SECTIONS AND METHODS OF INSTALLATION THAT COMPLY WITH THE SPECIFICATIONS.

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

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

ALIGNMENT. CHAIN-LINK FABRIC MUST BE PLACED ON THE SIDE OPPOSITE THE SECURE AREA.

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

OUTWARD FROM THE AREA BEING PROTECTED.

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

CONCRETE UP TO THE TOP OF THE FOUNDATION.

FENCE LEGEND:

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

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

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

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

TR - FENCE WITH TOP RAIL AND TENSION WIRE AT BOTTOM

TBR - FENCE WITH TOP AND BOTTOM RAILS

TWB - TENSION WIRE TOP AND BOTTOM

TWBR - FENCE WITH TOP TENSION WIRE AND BOTTOM RAIL

FINAL NUMBER IS FABRIC WIDTH IN INCHES.

EXAMPLES

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

INCH FABRIC WIDTH.

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

FABRIC WIDTH.

10'-0" O.C. MAXIMUM

LINE POSTS TO BE EQUALLY SPACED

0" MIN

2" MAX

TENSION WIRE

NTS

A1

FENCE DETAILS

REFER TO FENCE DETAIL

ABOVE FOR BASE DIMENSIONS

REFER TO FENCE DETAIL

ABOVE FOR BASE DIMENSIONS

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

N C

E

F

A B

R

L A

N

BRACE RAIL

LATCH

BRACE RAIL

GRADE LINE

TRUSS ROD

TRUSS

ROD

10"

GATE POST SCHEDULE

GATE LEAF WIDTH OUTSIDE DIMENSION

(NOMINAL)

(NOMINAL)

6' OR LESS

2.875" OD

2.5" SQ

4.0" OD

MORE THAN 18'

8.625" OD

6.625" OD

GATE OPENING

GATE LEAF

HINGE

HINGE

TOP TENSION WIRE

OR RAIL AS SPECIFIED

STANDARD HINGE

GATE KEEPER

(TO HOLD GATE OPEN)

NOTES:

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

ASSEMBLY AND GATE KEEPERS EXCEPT AS NOTED.

GATE

POST

NO SCALE

PERSONNEL GATE

TYPE FE-5 FENCE

LATCH ASSEMBLY

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

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

METHODS OF INSTALLATION WHICH COMPLY WITH THE SPECIFICATIONS.

4. GATES WILL BE DESIGNATED AS FOLLOWS:

FENCE TYPE - FE5, FE6, ETC.

FENCE HEIGHT - INCHES

TYPE OPENING - SO (SINGLE)

- DO (DOUBLE)

HINGE - RA (STANDARD)

- HO (OFFSET)

OPENING - FEET (CLEAR OPENING BETWEEN GATE POSTS)

EXAMPLES: FE6-84-DO-RA-24

FE5-48-SO-HO-6

GREATER THAN 6' TO 12'

GREATER THAN 12' TO 18'

BOTTOM TENSION

WIRE OR RAIL AS

SPECIFIED

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

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

WILL BE OF WELDED CONSTRUCTION OR WILL BE ASSEMBLED USING

HEAVY FITTINGS. AT CONTRACTOR'S OPTION A WELDED HORIZONTAL

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

FRAMES. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE PROPER RIGID

CONSTRUCTION OF ALL GATES SUPPLIED.

NTS

A1

GATE DETAILS

OFFSET HINGE

10'-0" MAXIMUM

M

I N

16" MIN. DIA.

CONCRETE BASE

BRACE RAIL

LINE POST

GUIDE WHEEL

ELEVATION

PLAN

2" MAX. CLEAR TOP

& BOTTOM MEMBERS

TIE WIRES OR

CLIPS (TYP.)

TRUSS ROD

(3/8" MIN. DIA.)

4" DIA. GATE POST

(1 OF 3)

4" O.D.

POST

GATE

SECTION

BAR & BANDS

3/8" DIA.

TRUSS ROD

2" O.D. PIPE

(TYP.)

WELDED PLATE

WITH HOLE FOR

TRUSS ROD

TRUSS RODS

WELDED AT

UPPER CORNERS

10'-0"

GATE

OUTSIDE

INSIDE

38'-0" GATE FRAME

38'-0" CLEAR OPENING

1'-3"

POST DIA. 4"

GATE OPENING 38'-0"

STRETCHER

TOP TENSION WIRE

2 1/2" O.D. PIPE (TYP.)

SLIDE GATE (TYPE FE-5 FENCE)

NO SCALE

BACK FRAME AS REQUIRED

BY MANUFACTURER

5. GATE DIMENSIONS MAY VARY, DEPENDING ON GATE MANUFACTURER.

10" MIN. DIA.

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

2'

1' 2'

R

#3 BAR

DIRECTION

OF FLOW

SECURE ENDS OF

STAKES AS DIRECTED

DIRECTION

OF FLOW

1/2"

REBAR STAKE FOR

EROSION CONTROL

FILTER SOCK LAP DETAIL

NOTE: STAKES SHOULD EXTEND 8" BELOW SOCK.

PARALLEL OVERLAPS - SAME MAT

NOTES:

1. INSTALLATION OF EROSION CONTROL MAT/BLANKETS WILL

COMPLY WITH MANUFACTURER'S SPECIFICATIONS.

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

OR SOD PIN (SEE DETAIL).

3. PERMANENT EROSION CONTROL BLANKETS USE 12" SOD PIN

(SEE DETAIL).

S

L

O

P

E

F

L

O

W

S

L

O

P

E

WASHRACK

(OPTIONAL)

INDOT TYPE 2A

GEOTEXTILE

WASHRACK (OPTIONAL)

2"-3" CRUSHED AGGREGATE

PLAN

A A

SECTION

A

NTS

IF WASH RACK IS USED, DISCHARGE MUST DRAIN

TO A EROSION CONTROL BMP.

NOTES:

24"

M

I N

20' MIN.

1. WASHOUT LOCATION TO BE COORDINATED WITH

CONTRACTING OFFICER.

2. DRY CONCRETE TO BE REMOVED FROM THE SITE

PERIODICALLY AND DISPOSED OF BY APPROVED METHODS.

3. THE CONCRETE WASHOUT SIGN WILL BE INSTALLED

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

NOTES:

WOOD POSTS

4" x 4" x 8'

0.5" LAG SCREWS

3/8 " TREATED PLYWOOD

48" x 24" PAINTED WHITE

CONCRETE

WASHOUT

BURY LINING

IN STONE

BERM (#8 STONE)

10 MIL. PLASTIC LINING

TO TERMINATE IN STONE

BERM (#8 STONE)

LATH & FLAGGING ON

ALL SIDES

10 MIL. PLASTIC LINING

M

I N

M

I N

70' MINIMUM

NTS

D1

FILTER SOCK EROSION CONTROL DETAILS

NTS

B1

EROSION CONTROL BLANKET

NTS

C3

TEMPORARY CONSTRUCTION EXIT

NTS

A1

CONCRETE WASHOUT WITH SIGN

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

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

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

LOOSE END OF FABRIC, BACKFILL W/ EXCAVATED

MATERIAL & COMPACT

MAINTAIN BY REMOVING ACCUMULATED SILT

36" EIDE NON-WOVEN POLYPROPYLENE GEOTEX

FABRIC (4.5 OZ/S.Q YARD)

WOOD LATH TO SECURE TO STAKES

V A

R I E

S

T

Y P

DOWN SLOPE

NTS

C4

SILT FENCE DETAIL

NTS

A3

RIP-RAP APRON

4"

1'

RIP-RAP

SECTION B-B

DDD

MIN. 3D

18" MIN.

D

SECTION A-A

3DL

FLARED END SECTION PLAN

RIP-RAP

3D

MIN.

D

D

D

B

B

D

A

A

FILTER FABRIC

FILTER FABRIC

D

D

FLARED END SECTION

FLARED END SECTION

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

B1

PUMP/VALVE VAULT PLAN VIEW

INVERT ELEVATION

HIGH LEVEL ALARM

2ND PUMP START

1ST PUMP START

PUMPS STOP

LOW LEVEL ALARM

BASE OF LIFT STATION

PROPOSED OPERATING LEVELS

0°

90°

180°

270°

VALVE VAULT BASE

CENTER

6" INLET PIPE

INVERT

GENERAL SHEET NOTES

KEYNOTES

2" SCHEDULE 80 PVC FORCED MAIN.

2" SCHEDULE 80 PVC FORCED MAIN. REFER TO A1 / C1411 FOR CONTINUATION.

2" BALL VALVE.

5' DIAMETER VALVE VAULT.

2" CHECK VALVE.

ELECTRICAL CONDUIT CONNECTIONS.

OUTLINE OF ACCESS HATCH CLEAR OPENING ABOVE.

LADDER.

3" SCHEDULE 80 PVC DRAIN PIPE. SLOPE TO LIFT STATION WET WELL.

GUIDE RAILS.

5' DIAMETER PUMP VAULT.

SUBMERSIBLE CENTRIFUGAL GRINDER PUMP (QTY. 2). PROVIDE 4HP/208V/3PH, LEAK

DETECTION, STAINLESS STEEL LIFTING CHAIN, AND 20' OF ELECTRICAL CABLE. REFER TO

SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

6" INLET PIPE. REFER TO A1 / C1411 FOR CONTINUATION.

FLANGED COUPLING ADAPTOR OR VANSTONE FLANGE (TYP.)

LOCKABLE ACCESS HATCH. SIZE AND POSITION OF HATCH AS RECOMMENDED BY PUMP

STATION MANUFACTURER.

4" VENT PIPE WITH ODOR CONTROL CANISTER AND INSECT SCREEN.

PIPE SIZE FLANGED FLEX CONNECTOR IN SCHEDULE 80 PVC PIPE.

MANUFACTURER'S PROVIDED CONTROL PANEL SUPPLIED WITH PRE-MANUFACTURED LIFT

STATION. REFER TO ELECTRICAL DRAWINGS FOR POWER SUPPLIED TO PANEL AND

DISCONNECT INSTALLED ADJACENT TO PANEL.

SQUARE METAL TUBE SUPPORT BRACE FOR MANUFACTURER'S PROVIDED PANEL. SECURE

TO CONCRETE LIFT STATION PAD WITH CONCRETE ANCHORS.

REINFORCED CONCRETE FOUNDATION. FOUNDATION MUST BE DESIGNED BY LICENSED

PROFESSIONAL ENGINEER IN STATE OF INDIANA.

2" VENT PIPE WITH ODOR CONTROL CANISTER AND INSECT SCREEN.

LADDER WITH "LADDER-UP" RETRACTABLE POLE.

3"RUBBER DUCKBILL CHECK VALVE.

STAINLESS STEEL GUIDE RAIL SUPPORT (TYP.).

STAINLESS STEEL PIPE SUPPORT (TYP.).

2" SCHEDULE 80 PVC MALE ADAPTER (4 REQUIRED).

3/4" SCHEDULE 40 STAINLESS STEEL GUIDE RAIL PIPE.

GUIDE RAIL (TYP.).

STAINLESS STEEL PIPE THRUST RESTRAINT (TYP.).

STAINLESS STEEL CROSS BAR (1/4" x 2" x 40 4/16" APPROX.) WITH U-BOLT FOR PIPE

SUPPORT.

2" SCHEDULE 80 PVC PIPE AND FITTINGS.

JUNCTION BOX.

FLOAT SWITCHES TO BE PROVIDED BY PACKAGED LIFT STATION MANUFACTURER.

STAINLESS STEEL FLOAT BRACKET.

2" TEMPORARY PUMP CONNECTION. COORDINATE OUTLET CONNECTION

TYPE WITH PWD CRANE.

18'-0"

0°

270°

CONCRETE PAD, REFER

TO DETAIL D3 / C5131

NTS

D1

PUMP/VALVE VAULT "A-A" SECTION VIEW

NTS

A1

PUMP/VALVE VAULT ELEVATION

577.50'

576.75'

576.25'

575.75'

572.67'

572.25'

571.33'

1. SEE SHEET C0011 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. TREE CLEARING ALLOWED ONLY BETWEEN THE DATES OF OCTOBER 1ST

AND MARCH 31ST. COORDINATE WITH CONTRACTING OFFICER PRIOR TO

BEGINNING WORK.

4. ALL EXISTING UNDERGROUND UTILITIES MUST BE PROTECTED UNLESS

OTHERWISE NOTED OTHERWISE.

5. FOR ORIENTATION OF PIPING REFER TO SITE UTILITY PLAN.

6. WET WELL (CYLINDER) AND VALVE VAULT MUST BE FACTORY

PRE-ASSEMBLED. REFER TO SPECIFICATIONS FOR REQUIREMENTS.

7. REFER TO C5141 FOR LIFT STATION CONTROLS.

8'-0"

90°

180°

NTS

D3

CONCRETE LIFT STATION PAD

4" P.C. CONCRETE

4" AGGREGATE BASE

COURSE

UNDISTURBED EARTH

OR COMPACTED FILL

PREPARED SUBGRADE

10'-0"

NOTES:

1. PORTLAND CEMENT CONCRETE MUST BE MIN. 4500 PSI COMPRESSIVE

STRENGTH.

2. PRIOR TO PLACING BASE MATERIALS, THE SUBGRADE SOIL MUST BE

PREPARED PER GEOTECHNICAL REPORT. FILL MATERIALS WITHIN

PAVEMENT AREAS MUST BE PLACED IN LIFTS NOT EXCEEDING 8 INCHES

AND COMPACTED TO A MIN. 98% OF THE SOIL'S STANDARD PROCTOR

(ASTM D 698) MAXIMUM DRY DENSITY.

3. AGGREGATE BASE MUST BE COMPACED TO A MIN. 98% OF MODIFIED

PROCTOR MAXIMUM DRY DENSITY (ASTM D 1557).

4. CONCRETE PAVEMENT IN THE LIFT STATION AREA MUST BE

REINFORCED WITH #4 @ 12" EACH DIRECTION.

A A

EL. 581.33' TOP

EL. 581.00'

GRADE

EL. 577.50'

EL. 576.33'

EL. 581.00'

GRADE

EL. 577.50'

LIFT STATION BASE

10'-0"

1'-0"

EL. 571.33'

5 5

CONCRETE BLOCK

EXISTING 8"

DUCTILE IRON PIPE

SMITH BLAIR 2" SS

SINGLE STRAP DUCTILE

IRON BODY SADDLE

CLAMP OR EQUAL

SADDLE CLAMP

VALVE BOX

2" SS THREADED

PIPE NIPPLE

INTEGRITY FUSION PRODUCTS,

INC. STANDARD NPT MALE

TRANSITION SDR 11 OR EQUAL NEW 2" HDPE

FORCE MAIN

EXISTING 8"

DUCTILE IRON PIPE

FINISHED GRADE

SEE VALVE BOX DETAIL

FOR CONCRETE COLLAR

VALVE BOX

NEW 2" HDPE

FORCE MAIN

2" BALL VALVE

TRACE WIRE

NTS

A3

FORCE MAIN TAPPING DETAIL

2" SS BALL VALVE W/

NUT OPERATOR

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

PUMP

NO. 1

TSH

PMP210A

PUMP

NO. 2

YS

PMP210B

TSH

PMP210B

SANITARY LIFT STATION

LSLL

PMP210

YS

PMP210A

SEAL LEAK

LSL

PMP210

LSH

PMP210

LSH

PMP210

YL

PMP210B

FAULT

PUMPING STATION CONTROL PANEL (PROVIDED BY PRE-PACKAGE LIFT STATION MANUFACTURER)

LCP-PMP210A/B

HS

PMP210B

HOA

YL

PMP210A

FAULT

HS

PMP210A

HOA

NOTE 1

NOTES:

1. INSTALL THE LEVEL SWITCH INTRINSICALLY SAFE RELAYS IN THE SANITARY

PUMP STATION LOCAL CONTROL PANEL. ALSO INSTALL THE PUMP VENDOR

SUPPLIED SEAL LEAK DETECTION RELAYS IN THE LOCAL CONTROL PANEL.

NEW CLEANOUT

EX. 8"

NOTE: VALVES ARE THE SAME SIZE AND SPECIFICATION AS THE

LINE THEY ARE IN UNLESS STATED OTHERWISE ON THE DRAWING.

ARV AIR RELEASE VALVE

VL

VP

VY

VN

VO

ANGLE

BUTTERFLY

PLUG

NEEDLE

PINCH

DESIGNATION

VG

VK

VC

VD

VA

VB

SYMBOL

KNIFE GATE

GLOBE

DIAPHRAGM

CHECK

GATE

BALL

TYPE

OPTIONAL

DESIGNATION

NONE

NONE

NONE

NONE

NONE

NONE

NONE

TP

NONE

ST

FLC

PSE

CC

QCU

QCH

SCOPE, SUPPLY OR LOCATION

CHANGE IN SPECIFICATION,

(XXX) (XXX)

ECCENTRIC REDUCER

FOT = FLAT SIDE ON TOP

FOB = FLAT SIDE ON BOTTOM

FLEXIBLE CONNECTION

MECHANICAL COUPLING

PRESSURE SAFETY ELEMENT

RUPTURE DISC -

HOSE COUPLING

QUICK COUPLING

TRAP

STRAINER

FLOOR DRAIN

HUB DRAIN

FLANGED CONNECTION

CONCENTRIC REDUCER

FOB

SYMBOL

UNION

TYPE

BLIND FLANGE

CAP/PLUG

SYMBOL

(CENTRIFUGAL)

SUBMERSIBLE PUMP

CENTRIFUGAL PUMP

TYPE

MUD (DRAIN)

MUD

ELECTRIC MOTOR

M

TW

3 WAY

SUBMERSIBLE MOTOR

M

NONE

CHECK VALVE

*= 24VDCFIELD DEVICE ELECTRICAL

120 VACPOWER SUPPLY

ES*

UNIQUE NUMBER WITHIN AREA CODE/FUNCTION CODE

TYPE OR OPERATIONAL INFO (AS REQUIRED)

PLC INTERLOCK

IN-LINE INSTRUMENT

PANEL MOUNTED DEVICE

ISA INSTRUMENT FUNCTION CODE

FIELD MOUNTED INSTRUMENT

EXAMPLE SYMBOLS

AREA CODE (AS REQUIRED)

TYPE OR OPERATIONAL INFO (AS REQUIRED)

PLC INTERFACE

NODE FUNCTION

X = NUMBER

NOTE X

AI

P#X

N = NETWORK

I = INPUT

O = OUTPUT

# = AREA

A = ANALOG

D = DISCRETE

SIGNAL TYPE PLC INFORMATION

X = PLC NO.

A1 / C1411

6"GRAVITY SANITARY

SEWER FROM

OPERATIONS BUILDING

EX. 8

PLC/COMPUTER COMMUNICATION SIGNAL

D = DEVICENET

C = CONTROLNET

P = PROFIBUS

E = ETHERNET

INSTRUMENTATION (ANALOG, DISCRETE

OR NETWORK SIGNAL)

PRIMARY PROCESS PIPING/FLOW

SKID/VENDOR PACKAGE BOUNDARY

EXISTING PIPING

SOURCE/DESTINATION

DESCRIPTION

CAPILLARY LINE

NEW 2"

FORCED MAIN

VALVE BOX

2VB1

2VB1

3 DRAIN

P & ID LINE LEGEND

INTERFACE SYMBOLS

A1 / C1411

EXISTING 8"

FORCED MAIN

A1 / C1411

EXISTING 8"

FORCED MAIN

PIPING & PIPING EQUIPMENT SYMBOLS

INSTRUMENT IDENTIFICATION

VALVE SYMBOLS

PIPING & PIPING EQUIPMENT SYMBOLS

2VC

2VC

PRESSURE GAUGE WITH

DIAPHRAGM SEAL AND

ISOLATION VALVE.

PRESSURE GAUGE WITH

DIAPHRAGM SEAL AND

ISOLATION VALVE.

2" TEMPORARY PUMP

CONNECTION

VALVE VAULT

2VB1

F I E

L D

2"X8" TAPPING

TEE

2VB1

2VC

LSHH

PMP210

PLC CONTROLLER

501 North Broadway

Saint Louis, MO 63102

(314) 335-4000

LAUREN SHIPMAN

2020-02-04T15:09:16-0500

2020-02-04T15:09:36-0500

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2020-02-05T07:21:36-0500

2020-02-05T07:21:37-0500

2020-02-05T07:23:09-0500

2020-02-05T07:23:10-0500

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2020-02-05T07:23:14-0500

2020-02-05T07:23:16-0500

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