Drawings_(Part_7_of_9).pdf

FORCE MAIN

AIR VACUUM VALVE

UNISEAL

SEWER MAIN

1-1/4" GRAVITY DRAIN W/ BALL

CHECK VALVE

PIPE SUPPORT

(AS REQUIRED)

ENVIRON

BOOTS (TYP)

UNION (TYP)

TEE

GATE VALVE

(2) PRESSURE TEST

(3) VALVES & GAUGES

BALL OR SWING

CHECK VALVE

VENT (TYP)

ACCESS HATCH SHALL WITHSTAND

LIVE LOAD OF 300 LBS/FT2 (TYP)

PROVIDE FIBERGLASS OR

ALUMINUM SAFETY GRATING (TYP)

FINISHED GRADE

PROVIDE GEOTECH MAT

UNDERNEATH STONE PAD.

MIN 5' AROUND WETWELL

AND VALVE VAULT

RAIL SUPPORT, S.S.

1" S.S. GUIDE RAILS

STAINLESS STEEL OR DUCTILE IRON PIPE.

GRINDER PUMP

FILLET

SQUARE FIBERGLASS ANTI-FLOAT

CONCRETE ANTI-FLOTATION RING

6" MIN.

" CRUSHED STONE

4" GROUT BASE UNDER PUMP

FIBERGLASS VALVE

BOX WALL

BACKER PLATE

ALUM. END PLATE

" S.S. BOLTS

AIR RELEASE

VALVE

ALUM. K

U-BOLT

BACKER

PLATE

S.S. BOLTS

FIBERGLASS VALVE

BOX WALL

END PLATE

ALUM. K

S.S. BOLTS,

WASHERS & NUTS

FIBERGLASS

VALVE BOX

CONCRETE SUPPORT

BLOCK

UNION

BALL VALVE

SERVICE

SADDLE

BRACKET SUPPORT

(SEE DETAIL BELOW)

SEWAGE AIR/VACUUM

VALVE

SIZED, DESIGNED

AND REINFORCED PER

MANUFACTURER'S

RECOMMENDATIONS

AND DESIGN ENGINEER.

ACCESS HATCH SHALL WITHSTAND LIVE

LOAD OF 300 LBS/FT2 (TYP)

PROVIDE FIBERGLASS SAFETY GRATING (TYP)

LOCK AND HANDLE

PVC PIPE TO

PUMP STATION

HOLD OPEN BAR

2" VENT

AUTOMATIC AIR RELEASE

& VALVE PIT

YARD HYDRANT

WITH BACKFLOW

PREVENTION

(MAINTAIN THE

MINIMUM CLEARANCE

BETWEEN UTILITY LINES)

FLOW

SEE CRANE

MANUFACTURER

SPECIFICATIONS

54" DIAMETER

CONCRETE SUPPORT

BLOCK

SUPPORT COLUMN

FOR CRANE

GRINDER PUMP

FIBERGLASS BASIN

FLOW

AIR /VACUUM VALVE

NOTE:

THREADED OR FLANGED FITTINGS MAY BE PROVIDED IN THE

VALVE VAULT AS DIRECTED BY AW PROJECT MANAGER.

NOTE:

AIR/VACUUM VALVE PIPING AND BRACKET ASSEMBLY IS

NOT REQUIRED IF AIR/VACUUM VALVE IS NOT REQUIRED.

CRANE NOTES:

1. EXCAVATE HOLE AS NEAR TO COLUMN DIMENSIONS AS POSSIBLE TO PLACE

REBAR IN CENTER. FILL ENTIRE HOLE WITH CONCRETE TO CONTACT IN-SITU

SOIL ON ALL SIDES.

2. PRIOR TO DESIGN, THE CONTRACTOR SHALL CONFIRM WITH THE AW PROJECT

MANAGER WHETHER A GANTRY OR PEDESTAL CRANE IS REQUIRED.

SUPPORT BRACKET DETAILS

ELEVATION

SECTION A - A

AIR RELEASE VALVE DETAIL

PEDESTAL DETAIL FOR CRANE

PLAN W/O TOP SLAB

342.50

344.00

348.50

343.50

349.00

342.50

30.77

2.5"

FLOAT CONTROL

S.S. GUIDE RAILS

SUBMERSIBLE GRINDER

R E

D

R

I V

E R

A

M

Y

D

E P

O T

H

O O

K S

T

E X

A S

F Y

D

L

G

N

E R

P

U R

P O

S

W

R

E H

O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t e d b y

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

T

O R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-511

L I F

T

S

T A

T I O

N

D E

T A

I L

S

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

TOP & BOTTOM.

#3 BARS, 8" BOTH WAYS

MAIN OR VALVE.

VALVE BOX NOT TO TOUCH

SAND BEDDED POLYETHYLENE (PE)

SDR 11 BALL VALVE & SDR 11 PE PIPE.

SPECIAL WRENCH FOR

(1" MIN. LETTERS)

REMOVAL, WITH "GAS"

CAST IN COVER.

SET FLUSH

WHEN IN A

SIDEWALK.

VENTED VALVE BOX, 6" MIN. OPENING SIZE

WITH 12" BELL, ADJUSTABLE EXTENSION

TYPE, SLIP TYPE OF ABS PLASTIC WITH CAST

IRON COLLAR (HEAVY DUTY CAST IRON COLLAR

IN ROADWAYS).

NOTES:

SIDEWALK, SET

2" ABOVE GRADE.

YELLOW COLORED

LOCKING COVER REQUIRINGIF NOT IN

ROADWAY OR

CONCRETE DISK

A SIDEWALK OR

FINISHED GRADE

WHEN NOT IN

IN ROADWAY.

1. LENGTH OF BOXES SHALL ACCOMODATE THE

VALVE LOCATION WITHOUT FULL EXTENSION.

DEPTH OF COVER OVER THE PIPE AT THE

2. TRACER WIRES SHALL BE BROUGHT UP IN

EACH VALVE BOX, WITH MINIMUM OF 12"

SPARE LEAD ABOVE FINISHED GRADE.

VALVES LOCATED IN PAVED AREAS.

EACH LIFT COMPACTED TO 100% DENSITY.

BASE SHALL BE 2 EACH 4" MIN. LIFTS,

ALL PAVED AREAS: 4" MIN. HMAC, 3'

MIN. DIA., ON TOP OF BASE MATERIAL.

CONCRETE DISK 2' DIA. X 8" THK. CAST

AROUND TOP OF EACH VALVE BOX, EXCEPT

NO CONCRETE DISK.

BASE SHALL BE 2 EACH 4" MIN. LIFTS,

EACH LIFT COMPACTED TO 100% DENSITY.

FOR STABILIZED SHOULDER OF ROADWAY,

WITH CONCRETE DISK.

4"MIN.

6"MIN.

PIPE

O.D.

S A

N D

B E

D

3 TIMES PIPE

(6" MIN.).

12" FOR MAINS &

32" MINIMUM FOR ALL MAINS.

24" MIN. FOR CANTONMENT AREA

SERVICE LINES.

TOP OF FINISHED GRADE

4 MIL MINIMUM X 6-INCH WIDE, POLYETHYLENE

MARKING TAPE (NO FOIL BACKING), YELLOW, WITH

IDENTIFYING LETTERING (1750 PSI LENGTHWISE

SANDBEDDING

LEADS BROUGHT UP ABOVE GRADE AT ALL RISERS

AND VALVE BOXES (KEEP ISOLATED FROM PIPE).

POLYETHYLENE 2406, SDR 11 MINIMUM, GAS PIPE

AND FITTINGS (CENTERED IN TRENCH).

COMPACT EACH LAYER TO 95% MAXIMUM DENSITY.

BACKFILL MATERIAL CLASSIFIED SATISFACTORY; PLACE

IN LIFTS NOT EXCEEDING 6 INCHES (LOOSE) FOR HAND

OPERATED MACHINE COMPACTORS (8" FOR OTHERS).

X 1500 PSI CROSSWISE MINIMUM STRENGTH).

DIAMETER FOR

TRENCH WIDTH

CANTONMENT SERVICE LINES.

GENERAL NOTES: GAS CONSTRUCTION SHALL COMPLY WITH THE MORE STRINGENT REQUIREMENTS OF 49 CFR, PART 192, ASME B31.8, AGA-01, AND

#10 AWG, THWN, CU, YELLOW TRACER WIRE, 12" MINIMUM

APPROVED VALVE BOXES WITH LOCKING LIDS. ALL ROAD CROSSINGS SHALL BE BORED, ENCASED IN SCHEDULE 40 BLACK STEEL PIPE WITH PROTECTIVE

FITTINGS ALLOWED IN CASINGS, EXCEPT COUPLINGS, WHICH SHALL BE AVOIDED WHERE POSSIBLE. IN AREAS WHERE EXISTING AGGREGATE BASE MATERIAL

IS DISTURBED, 12 INCHES OF NEW STABILIZED AGGREGATE BASE COURSE COMPACTED TO 100% MAXIMUM DENSITY SHALL BE PLACED ON TOP OF THE

CORRESPONDING, DECREASED, COMPACTED BACKFILL SPECIFIED IN DETAIL BELOW. SURFACE SHALL BE SEAL-COATED, AS APPLICABLE TO MATCH EXISTING.

FOR PAVED SURFACES, 9 INCHES OF GOVERNMENT-APPROVED BASE MATERIAL SHALL BE PLACED AND COMPACTED AS MENTIONED ABOVE. EXISTING

PAVING SHALL BE SAWCUT, STEPPED BACK 12 INCHES EACH SIDE OF TRENCH, AND 3 INCHES (MINIMUM, MATCH EXISTING IF GREATER) HMAC PLACED

AND COMPACTED TO 97%-100% MAXIMUM DENSITY, FLUSH WITH EXISTING TOP SURFACE. ALL CONNECTIONS OF NEW PIPE TO EXISTING MAINS SHALL

HIGH PRESSURE SIDE OF THE REGULATOR.

THE MANUFACTURERS RECOMMENDATIONS. UNDERGROUND VALVES SHALL BE FULL-SIZED POLYETHYLENE BALL VALVES, AND SHALL BE IN GOVERNMENT-

COATING. THE PIPE SHALL BE SEPARATED FROM THE CASING BY INSULATING SPACERS, AND CASING SEALED AT THE ENDS WITH CASING BUSHINGS. NO

BE ACCOMPLISHED BY HOT TAP. GOVERNMENT-APPROVED ANODELESS RISER SHALL BE USED AT ALL SERVICE RISERS. GAS SERVICE REGULATOR SHALL

HAVE HIGH PRESSURE AUTOMATIC SHUTOFF, INTERNAL RELIEF, AND LOW PRESSURE AUTOMATIC SHUTOFF, MANUAL RESET. UNIONS ARE NOT ALLOWED ON

EDGE OF

PAVEMENT

M

I N

10.0" (MIN.)

PIPE O.D.

N.T.S.

RUNNER

14"

WARNING SIGN (SEE DETAIL,

THIS SHEET), ON BOTH SIDES

OF 2" DIA. GALV. STEEL PIPE

(SCH 40)

3 " DIA. GALV.

STEEL (SCH 40)

VENT GOOSENECK

WITH RODENT/INSECT

SCREEN, PAINTED RED

GAS MAIN

NOTES:

1. CASING SHALL BE AT LEAST 4" (NOMINAL)

GREATER DIAMETER THAN CARRIER PIPE.

2. CASING SHALL BE BURIED A MINIMUM OF

3.0 FEET FOR NEW GAS LINES.

32# ANODE FOR

STEEL PIPE (SPACE

ANODES AT 6096

INTEVALS)

STAINLESS STEEL

BAND CASING

SPACERS WITH

POLYETHYLENE

RUNNERS, OR HIGH

DENSITY POLY-

ETHYLENE CASING

SPACERS. (ADVANCED

PRODUCTS &

SYSTEMS, INC.,

LAFAYETTE, LA.,

337-233-6116

OR APPROVED EQUAL)

PIPE

BELL

NOTE:

CONSTRUCT WATER-TIGHT

END SEAL AT EACH END

OF CASING.

CASING PIPE

FINISHED GRADE

CASING FOR

NEW GAS PIPE

G

A

S

L

I

N

E

N

E

W

PIPE ENCASEMENT

OF NEW GAS LINE

BURIED GAS

CAUTION SIGN

3' MIN BELOW FINISHED GRADE

3.0' (MIN)

FINISHED GRADE

C.I. COVER LABELED "GAS"

1 1/4" PLUG

1 1/4" STOP COCK

STANDARD C.I. VALVE BOX

1 1/4" NIPPLE OF SUFFICIENT

LENGTH TO CLEAR MAIN

1 1/4" ELL

1 1/4" STREET ELL

1 1/4" WELDED COUPLING FOR

STREET MAIN, TAPPED TEE

OR PIPE SADDLE FOR CAST

IRON MAIN.

M

I N

GAS MAIN

R E

D

R

I V

M

Y

D

E P

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H

O O

K S

T

E X

A S

D

N

E R

R

P O

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O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-512

N A

T U

R A

L

G

D

T

A I L

S

J

E

N N

I S

J

E

N N

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M

C K

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Z I E

P

PLAN VIEW

E

E

P

L A

N

F

I M

E N

S I O

N S

CONCRETE ENCASED

UTILITY PIPE

O D

P

E

#4 @ 1'-6"

#4 CONTINUOUS

SANITARY SEWER

6" 6"

O.D. OF

PIPE

ENCASEMENT SECTION

NOTES:

1. PROVIDE CONCRETE ENCASEMENT WHEN MINIMUM SEPARATION

REQUIREMENTS CANNOT BE MET AND AS DIRECTED IN THESE PLANS.

R E

D

R

I V

M

Y

D

E P

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H

O O

K S

T

E X

A S

D

N

E R

R

P O

R

E H

O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-513

S T

O R

M

D

R A

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D E

T A

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S

I

J

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N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

PLAN

EXTRA REINF. EACH

SIDE OF OPENING

CAST IRON MANHOLE FRAME AND COVER,

30" DIA. OPENING, H20 WHEEL LOAD

CAPACITY (HEAVY DUTY)

E

Q

U I R

E D

C (TYP.)

D

REINF. @ 12"

O.C.E.W. @

CENTER (TYP.)

OPTIONAL

CONST. JOINT

(TYP.)

EXTRA REIN.

EA. SIDE OF

OPENING

HOOP ONE BAR

AROUND EACH

PIPE OPENING

CONSTRUCTION

JOINT (TYP.)

4'-0"

6" BETWEEN

OPENINGSW OPNG.

6"

L O. TO O.

1 1/2" BATTER

1'-5"

1'-6"

V A

R I E

S

6" 6"

5 1/2"

4'-0"

PLAN

PART FRONT ELEVATION

M

I N

O U

T E

R

D

I A

P L U

S

2'-6" MIN.

OUTER DIA

PLUS 12"

PIPE SIZE A

DIMENSION SCHEDULE

36" 4'-0"

DIMENSION SCHEDULE

UP TO 25K WHEEL LOAD

C

8"

D

10"

E

12"

R E

D

R

I V

M

Y

D

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O T

H

O O

K S

T

E X

A S

D

N

E R

R

P O

R

E H

O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-514

S T

O R

M

D

R A

I N

D E

T A

I L

S

I

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

SECTION A

PLAN

A

DIMENSION SCHEDULE

PIPE SIZE A

NUMBER

OF GRATES

B

36" 0R LESS 4'-0"

4'-0"

42"

48"

54"

60"

72"

84"

66"

4'-6"

5'-0"

5'-6"

6'-0"

7'-0"

7'-6"

8'-6"

6'-0"

8'-0"

DIMENSION SCHEDULE

NON-TRAFFIC AREA

UP TO 25K WHEEL LOAD

C D E

6" 8" 8"

8" 10" 12"

USE 3000 PSI CONCRETE

ALL LAPS AND EXTENSIONS

OF REINF. TO BE 30x DIAM.

OF BAR

STD. PRE-CAST SURFACE

INLETS MAY BE USED INSTEAD

WHERE ECONOMICAL.

1.

2.

3.

NOTES

C B C

C A

C

GRATE FRAME (SEE DETAIL)

ADD REINFORCING

@ 12" WHERE SIZE

OF INLET REQUIRES

REINF. @ 12"

O.C.E.W. @

CENTER (TYP.)

2 BARS, 4 SIDES

OF OPENING

OPTIONAL

CONST. JOINT

(TYP.)

CONSTRUCTION

JOINT (TYP.)

REIN. STL. @ 12" E.W.

@ CENTER OF SLAB

HOOP ONE BAR

AROUND EACH

PIPE OPENING

V A

R I E

S

E

D

GRATE PLAN

FRAME PLAN

SECTION THRU INSTALLED FRAME

2'-1 1/4"

8"

2- 5/8" 93/4" 0

THRU CENTER

OF PLATES

1/2" X 2 5/8" (4 1/2" )

PLATES @ ABOUT

2 3/4" (3) O.C.

3/16" TYP.

3/16" TYP.

2'- 2" I.D.

A

T E

A

T E

S

A

T E

S

1/4" X 3" (5") SIDE PLATES

WELD TO <'S

3" X 3" X 3/8" <'S

(5" X 3 1/2" X 1/2" <'S

3/16" X 2" X 8" (10") ANCHOR

STRAPS (6 REQUIRED)

2'- 1 1/4" (2'-2")

1'-8"

ANCHOR STRAP

ELEVATION

PLAN

L

C

L

C

B

SECTION B

REINFORCEMENT SHALL BE

#4 BARS @ 12" O.C.E.W.

H

D

Y

30 DEG.

6"

X

W

6"

CONST. JT.

8"

H

K

1'-0"

6"

M

I N

HOOP AROUND PIPE

CONFORMS TO 2:1

SLOPE

PROVIDE A 12" FOOTING AS

SHOWN WHERE REQUIRED

TO MAINTAIN 4" MIN. COVER

FOR PIPES

TYPE B CONCRETE HEADWALL

(SINGLE PIPE - 90 DEG.)

C

C-515

G K Y

X H W

CONCRETE HEADWALL

TABLE OF DIMENSIONS

TYPE "A" AND "B"

BAR

SIZE*

1 #424" 12" 3'-0" 3'-0"

~ 5'-9

3'-6"

1 #4 60"

~ 15" 7'-0" 6'-3"

9'-0" 16'-2

N O

O

F

P I P

E S

D I A

O

F

P I P

E S

R E

D

R

I V

M

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D

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O T

H

O O

K S

T

E X

A S

D

N

E R

R

P O

R

E H

O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-515

S T

O R

M

D

R A

I N

D E

T A

I L

S

I I

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

D

R

I V

M

Y

D

E P

O T

H

O O

K S

T

E X

A S

D

N

E R

R

P O

R

E H

O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-516

S T

O R

M

D

R A

I N

D E

T A

I L

S

I I I

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

D

R

I V

M

Y

D

E P

O T

H

O O

K S

T

E X

A S

D

N

E R

R

P O

R

E H

O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-517

S T

O R

M

D

R A

I N

D E

T A

I L

S

I V

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

D

R

I V

M

Y

D

E P

O T

H

O O

K S

T

E X

A S

D

N

E R

R

P O

R

E H

O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-518

S T

O R

M

D

R A

I N

D E

T A

I L

S

V

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

D

R

I V

M

Y

D

E P

O T

H

O O

K S

T

E X

A S

D

N

E R

R

P O

R

E H

O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-519

S T

O R

M

D

R A

I N

D E

T A

I L

S

V

I

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

R E

D

R

I V

M

Y

D

E P

O T

H

O O

K S

T

E X

A S

D

N

E R

R

P O

R

E H

O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-520

S T

O R

M

D

R A

I N

D E

T A

I L

S

V

I I

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

M

I N

T

Y P

VARIES 1.00' - 2.0'

STORMWATER BIORETENTION POND NOTES:

1) THE CONTRACTOR SHALL NOT CONSTRUCT THE BIOTENTION SOIL

MIXTURE LAYER AND VEGETATION UNTIL ALL CONTRIBUTING DRAINAGE

AREAS HAVE BEEN STABILIZED AND APPROVED BY THE CONTRACTING

OFFICER REPRESENTATIVE.

2) THE CONTRACTOR SHALL NOT INSTALL PLANTING MATERIALS UNTIL

AFTER THE SOIL SOILMIXTURE LAYER HAS HAD TIME TO SETTLE TO THE

PROPER GRADE ELEVATION.

3) THE CONTRACTOR SHALL AVOID OVER-COMPACTION OF THE SOIL

MATERIAL BY ALLOWING TIME FOR NATURAL COMPACTION AND

SETTLEMENT. THE CONTRACTOR SHALL NOT PROVIDE ADDITIONAL

MANUAL COMPACTION OF THE SOIL. THE CONTRACTOR MAY SPEED UP

THE NATURAL COMPACTION PROCESS, BY PRESOAKING THE PLACED SOIL.

4) SEE SPECIFICATION 32 92 31.00 44, PARAGRAPH 2.1.3 FOR SOD

SPECIFICATIONS.

ADD EXTRA ANCHORS IF NECESSARY TO

ENSURE CONSISTENT CONTACT WITH SOIL, OR

IMPROVE SOIL SURFACE SMOOTHNESS.

TYPICAL BIORETENTION PLAN

OUTFALL

2ND OR 3RD

HOLE FROM

EDGE

OVERLAP MATS

TO MINIMIZE

ANCHOR

REQUIREMENTS

TRANSITION MAT

BULLET ANCHOR

MIN. 36" TETHER

B U

FFA

LO

G R

A S

S

S O

D

N.T.S.

GRADE SHOULD BE

SMOOTH AND UNIFORM.

GRADE OUT ANY RILLS

FOR CONSISTENT

SOIL STRUCTURE PRIOR

TO INSTALLATION.

SCOUR PROTECTION MAT W/ BUFFALO SOD

SCOUR

PROTECTION

MAT

B B

A

N.T.S.

A

N.T.S.

SECTION A-A

0.0%

N.T.S.

SECTION B-B

BUTT JOINT OR

OVERLAP USING

HEAVY TAP

SCREWS

INSTALLATION WITH SOD

DOWNSTREAM MATS MAY BE

SHINGLED W/ 6" OVERLAP OR

INSTALLED WITH BUTT JOINT

EDGE OF HARD SURFACE

ADJACENT SOILS SHOULD BE GRADED SO

SURFACE OF MAT EVEN WITH TOP OF

SURFACE AFTER INSTALLATION.

ATTACH MAT TO FIRM SOIL WITH

ANCHOR USING FLEXIBLE STRAP

AND PUSH ON ONE-WAY STOP

(INSTALL TO 36" DEEP, IF NEEDED TO

REACH FIRM SOIL)

6" STORM DRAIN

PERFORATED PIPE

TOP OF POND6" STORM

DRAIN PIPE

6" PERF.

SD PIPE

6" SD

PIPE

6" PERF.

SD PIPE

6" SD

PIPE

TO STORM DRAIN

SYSTEM

STORM DRAIN CLEANOUT

MINIMUM 12" ABOVE BOTTOM

OF BIORETENTION POND

6" STORM

DRAIN PIPE

TO STORM DRAIN

SYSTEM

BOTTOM OF POND

STORM DRAIN

CLEANOUT

6" RAW SUBGRADE COMPACTED

TO AT LEAST 90% OFMAXIMUM

LABORATORY DENSITY

(ASTM D 1557)

SEE LANDSCAPE PLANS

OVERFLOW SURFACE INLET

SEE DETAIL C-515

FOR EXACT LOCATION

SEE SHEETS CG105 AND CG106

4'

PARAMETER

SAND CONTENT

ACCEPTABLE

VALUE

COMPOST

80% 20%

TESTING METHODS

pH ASTM D4972

ASTM D2434PERMEABILITY

ASTM D422PARTICLE SIZE ANALYSIS ACCEPTABLE %

PASSING BY WEIGHT

LOWER UPPER

SIEVE 2 INCH

SIEVE NO. 4

SIEVE NO. 8

SIEVE NO. 10

SIEVE NO. 16

SIEVE NO. 30

SIEVE NO. 50

SIEVE NO. 100

SIEVE NO. 200

100 100 98 100

MINIMUM 2 INCH/HOUR

MAXIMUM 3 INCH/HOUR

BETWEEN 5.0 TO 7.0

BIORETENTION SOIL MIXTURE CRITERIA TABLE

BIORETENTION SOIL MIXTURE NOTES:

1) THE BIORETENTION MIXTURE SHALL BE UNIFORM MIX, FREE OF STONES, ROOTS

STUMPS, AND OTHER OBJECTS LARGER THAN 2 INCHES. THE SOIL MIXTURE SHALL

BE FREE OF BERMUDA GRASS, QUACKGRASS, JOHNSON GRASS, MUGWORT, NUTSEDGE,

POISON IVY, AND CANADIAN THISTLE.

2) ALL BIORETENTION POND AREAS SHALL HAVE A MINIMUM OF ONE TEST FOR

SOIL MIXTURE COMPOSITION. A COMPOSITE SOIL TEST SHALL BE PERFORMED ON

THE SOIL PLANTING MEDIA AFTER IT HAS BEEN MIXED AND PRIOR TO INSTALLATION

INTO THE BIORTENTION POND AREA TO DETERMINE THAT SOIL CONSTIUENTS MEET THE

ACCEPTABLE VALUES IN THE SOIL MIXTURE CRITERIA TABLE.

3) IF THE TEST RESULTS ARE OUTSIDE THE ACCEPTABLE LIMITS THEN THE SOIL

MIXTURE SHALL BE REMOVED AND REPLACED AND THE CONTRACTOR'S EXPENSE.

TESTING AT THE CONTRACTOR'S EXPENSE SHALL CONTINUE UNTIL THE SOIL MIXTURE

THE CONTRACTOR PROVIDES TESTS WITHIN THE ACCEPTABLE VALUESIN THE SOIL

MIXTURE CRITERIA TABLE.

NO 8. STONE COMPACTED

TO 75% OF MAXIMUM

LABORATORY DENSITY

NO. 57 COARSE AGGREGATE

COMPACTED TO 85% OF

MAXIMUM LABORATORY

DENSITY (ASTM D 1557)

NO. 57 COARSE AGGREGATE

COMPACTED TO 85% OF

MAXIMUM LABORATORY

DENSITY (ASTM D 1557)

NO 8. STONE COMPACTED

TO 75% OF MAXIMUM

LABORATORY DENSITY

MAX

MAX

4 MAX 4 MAX

25% SIDE SLOPE MAX

25% SIDE SLOPE MAX

25% SIDE SLOPE MAX

25% SIDE SLOPE MAX

1'

A B

OVERFLOW

SURFACE

INLET 6" BELOW

TOP OF POND

LOCK WASHER

ASTM D1557

ASTM D1557

BIO-RETENTION SOIL

MIXTURE REQUIREMENTS6" PERFORATED PIPE SHALL CONFORM TO

ASTM F758PIPE PERFORATIONS SHALL BE

FACING DOWNWARD.

6" PERFORATED PIPE SHALL CONFORM TO

ASTM F758PIPE PERFORATIONS SHALL BE

FACING DOWNWARD.

BIO-RETENTION SOIL

MIXTURE REQUIREMENTS

VARIES SEE SHEET CG103 TO CG105

VARIES SEE SHEET CG103 TO CG105

R E

D

R

I V

M

Y

D

E P

O T

H

O O

K S

T

E X

A S

D

N

E R

R

P O

R

E H

O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-521

L O

W

I M

P A

C

V

E L

O P

M E

N T

D E

T A

I L

S

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

GENERAL NOTES

7"

8"

TYPICAL POST

VARIES

2'-0" TYP

EDGE OF SHOULDER

OR WIDENED CROWN.

" BUTTON HEAD

POST BOLT WITH

NUT & 1

"O.D.

WASHER(SEE GENERAL

NOTE 3).

" DIA.

HOLE IN POST & BLOCK.

40"

32"

FRONT SLOPE

BREAK

25"

WOOD BLOCK TO

RECTANGULAR WOOD POST

6" X 8"

DO NOT USE WASHER

BETWEEN BOLT HEAD

AND RAIL ELEMENT

N

O M

I N

N

G T

H

6'- 0"

14"

7"

M

N

A

WOOD BLOCK TO

ROUND WOOD POST

3"

D O

M E

D

R

O U

N

O

D

P

O S

T

O

N L

Y

6'- 3"

14"

7"

7"

7"

14"

C

L

3"

C

L

TOENAIL WITH ONE 16D GALV.

NAIL TO PREVENT BLOCK ROTATION

WOOD BLOCK

TO STEEL POST

6'- 3" 6'- 3" 6'- 3"

MBGF LENGTH OF NEED (L)

40"

31"

RAIL ELEMENT

FINISHED GRADE

25'- 0"

6'- 3"

(TYP)

12"

9"

9"

(TYP)

12"(TYP)

1" X 1

SLOTTED HOLES

CULVERT SLAB

(USE WHEN THERE

IS LESS THAN

36 COVER OVER

CULVERT SLAB)

CONNECTION TO

STEEL POST

9" MIN.

FILL DEPTH

VAR.

CULVERT

SLAB

12"X 12"X

12"X 12"X

"(ASTM A36)

STEEL BOTTOM PLATE WITH

1" DIA. HOLES REQUIRED WITH

BOLT-THROUGH INSTALLATION

(ASTM A572 GR 50)PLATE

7"

18" MIN

25"

GUARDRAIL

BLOCK

1" DIA. HOLES

FORMED OR CORED

POST(S) MAY REQUIRE

FIELD MODIFICATION TO

ENSURE PROPER GUARDRAIL

HEIGHT.

LOW FILL CULVERT POST

DIRECTION OF TRAFFIC

W6 X 9 OR W6 X 8.5

STEEL POST

BOLT-THROUGH OPTION: REQUIRES A 6" MIN. SLAB

THICKNESS.

" DIA (ASTM A449) HEAVY HEX BOLTS

WITH TWO HARDENED WASHER EACH AND HEAVY HEX NUTS.

BOLT LENGTH = SLAB PLUS 2

" MIN.

ELEVATION

MID-SPAN RAIL SPLICE

SHOWING A 25'- 0" SECTION OF W-BEAM RAIL, 12'- 6" RAIL

SECTIONS MAY ALSO BE SUPPLIED (SEE GENERAL NOTE 2)

3"

C

L

C

L

3"

6"X 8"X 14" TREATED

WOOD BLOCK

W6 X 8.5 OR W6 X 9.0

EPOXY NOTE:

EPOXY ANCHOR OPTION: THIS OPTION MAY ONLY BE USED IF THE CULVERT

SLAB IS 8" MIN. THICK. THREADED ANCHOR RODS MUST BE

" DIA.

ASTM A449 OR A193 GRADE B7 WITH HEAVY HEX NUT, AND ONE HARDENED

WASHER EACH. EMBED ANCHOR RODS 6" WITH HILTI HIT RE 500 EPOXY

ADHESIVE. OTHER TYPE III CLASS C EPOXY ADHESIVES MEETING THE

REQUIREMENTS OF DMS-6100, "EPOXIES AND ADHESIVES", MAY BE USED

IF IT CAN BE DEMONSTRATED THAT THEY MEET OR EXCEED THE STRENGTH

OF HILTI HIT RE 500 WITH THE SAME EMBEDMENT DEPTH AND THREADED

ROD DIA. FOLLOW THE MANUFACTURER'S REQUIREMENTS FOR INSTALLING

EPOXIED THREADED RODS. EXTEND RODS

" MIN. BEYOND NUT.

CULVERTS OF 25 FT. OR LESS, SEE GF(31)LS STANDARD FOR "LONG SPAN" OPTION.

1. THE TYPE OF POST (ROUND WOOD POST, RECTANGULAR WOOD POST, OR STEEL POST) WILL

BE AS SHOWN IN THE PLANS. THE EXACT POSITION OF MBGF SHALL BE SHOWN IN THE

PLANS OR AS DIRECTED BY THE ENGINEER. STEEL POSTS TO BE GALVANIZED IN ACCORDANCE

WITH ITEM 445, "GALVANIZING."

2. RAIL ELEMENT SHALL MEET THE REQUIREMENTS OF ITEM 540,"METAL BEAM GUARD FENCE"

EXCEPT AS MODIFIED IN THE PLANS. THE CONTRACTOR MAY FURNISH RAIL ELEMENTS OF

25'- 0", OR 12'- 6" (NOM.) LENGTHS. RAIL ELEMENTS MAY HAVE SLOTTED HOLES AT

3'-1

" C-C OR 6'-3" C-C. A SPECIAL LENGTH OF RAIL MAY BE MANUFACTURED TO

ACCOMMODATE THE DOWNSTREAM ANCHOR TERMINAL (DAT) AND THE TRANSITION SECTIONS

OF GUARDRAIL.

3. BUTTON HEAD "POST" BOLTS (ASTM A307) SHALL BE OF SUFFICIENT LENGTH TO EXTEND

THROUGH THE FULL THICKNESS OF THE NUT (ASTM A563) AND TYPE A (1

" O.D.)WASHER

AND NOT MORE THAN 1" BEYOND IT. BUTTON HEAD "SPLICE" BOLTS (ASTM A307) ARE

" X 1

" (OR 2" LONG AT TRIPLE RAIL SPLICES) WITH A

" DOUBLE RECESSED

NUT (ASTM A563). THRIE BEAM "CONNECTION"

" DIA. (ASTM A325) HEX BOLTS SHALL

BE OF SUFFICIENT LENGTH TO EXTEND THROUGH THE FULL THICKNESS OF THE RAIL,

WASHERS, AND NUTS.

4. FITTINGS (BOLTS, NUTS, AND WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH

ITEM 445, "GALVANIZING." FITTINGS SHALL BE SUBSIDIARY TO THE BID ITEM.

5. CROWN SHALL BE WIDENED TO ACCOMMODATE THE METAL BEAM GUARD FENCE.

6. THE LATERAL APPROACH TO THE GUARD FENCE, SHALL HAVE A MAXIMUM SLOPE OF 1V:10H.

7. IF SHOWN ELSEWHERE IN THE PLANS OR AS DIRECTED BY THE ENGINEER, THE GUARD FENCE

MAY BE FLARED AT A RATE OF 25:1 OR FLATTER.

8. UNLESS OTHERWISE SHOWN IN THE PLANS, GUARD FENCE PLACED IN THE VICINITY OF CURBS

SHALL BE POSITIONED SO THAT THE FACE OF CURB IS LOCATED DIRECTLY BELOW OR BEHIND

THE FACE OF THE RAIL. RAIL PLACED OVER CURBS SHALL BE INSTALLED SO THAT THE POST

BOLT IS LOCATED APPROXIMATELY 25 INCHES ABOVE THE GUTTER PAN OR EDGE OF SHOULDER.

9. IF SOLID ROCK IS ENCOUNTERED WITHIN 0 TO 18" OF THE FINISHED GRADE, DRILL A 22"

DIA. HOLE, OR DRILL TWO 12" DIA. FRONT TO BACK OVERLAPPING HOLES, 24" INTO THE

ROCK. IF SOLID ROCK IS ENCOUNTERED BELOW 18",DRILL A 12" DIA. HOLE, 12" INTO THE

ROCK OR TO THE STANDARD EMBEDMENT DEPTH, WHICHEVER MAYBE LESS. ANY EXCESS POST

LENGTH, AFTER MEETING THESE DEPTHS, MAY BE FIELD CUT TO ENSURE PROPER GUARDRAIL

MOUNTING HEIGHT. BACKFILL WITH A COHESIONLESS MATERIAL.

10. POSTS SHALL NOT BE SET IN CONCRETE, OF ANY DEPTH.

11. SPECIAL FABRICATION WILL BE REQUIRED AT INSTALLATIONS HAVING A CURVATURE OF

LESS THAN 150 FT. RADIUS.

12. UNLESS OTHERWISE SHOWN IN THE PLANS, A COMPOSITE MATERIAL POST AND/OR BLOCK

THAT MEETS THE REQUIREMENTS OF DMS-7210,"COMPOSITE MATERIAL POSTS AND BLOCKS

FOR METAL BEAM GUARD FENCE" MAY BE SUBSTITUTED FOR POSTS AND/OR BLOCKS OF

SIMILAR DIMENSIONS. THE CONSTRUCTION DIVISION, TXDOT MAINTAINS A MATERIAL

PRODUCER LIST (MPL) FOR PRODUCERS OF MATERIALS CONFORMING TO DMS-7210. ONLY

PRODUCERS ON THE MPL MAY FURNISH COMPOSITE MATERIAL POSTS AND/OR BLOCKS.

13. FOR POSTS LOCATED PARTIALLY OR WHOLLY BETWEEN PRECAST BOX CULVERT UNITS, THE USE

OF A CAST-IN-PLACE CONCRETE CLOSURE BETWEEN BOXES IS REQUIRED. SEE DETAIL "A"

ON BRIDGE STANDARD SCP-MD.

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SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-522

M E

T A

L

B

E A

M

G

U A

N

C E

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

6'-3" 6'-3" 6'-3" 6'-3"

6'-3"

6'-3"6'-3"

GENERAL NOTES

MAIN SYSTEM COMPONENTSITEM

B

C

D

E

F

G

H

J

K

L

M

N

O

A

MSKT IMPACT HEAD

BEARING PLATE

CABLE ANCHOR BOX

BCT CABLE ANCHOR ASSEMBLY

W-BEAM MGS RAIL SECTION

QTY

ITEM

NUMBERS

E750

MS3000

SF1303

MTPHP1A

MTPHP1B

UHP2A

HP2B

S760

E770

MS785

P621

CBSP-14

G12025

G1203A

W6x9 OR W6x8.5 STEEL POST

W-BEAM MGS RAIL SECTION (12'-6")

P

Q

P675

WOOD BLOCKOUT 6" X 8" X 14"

G1209 b c d e f g h j k l m n o a p q

16" HEX NUT

" x 1" HEX BOLT (GRD 5) B5160104A

8" WASHER

4" Dia. HEX NUT

2" STRUCTURAL NUTS

1 ANCHOR CABLE HEX NUT

1 ANCHOR CABLE WASHER

BEARING PLATE RETAINER TIE

W050

B580122

N050

B580904A

N100

W100

W0516

N0516

SB12A

N012A

W012A

B340854A

N030

CT-100ST

B581002

8" Dia. H.G.R NUT

8" x 10" H.G.R. BOLT

" Dia. x 9" HEX BOLT (GRD A449)

" Dia. x 8

" HEX BOLT (GRD A449)

" Dia. x 1

" SPLICE BOLT (POST 2)

E3151

OBJECT MARKER 18" X 18"1

r

SMALL HARDWARE

W-BEAM GUARDRAIL END SECTION, 12 Ga.

GROUND STRUT

POST 1 - TOP (6" X 6" X

8" TUBE)

POST 1 - BOTTOM (6' W6X15)

POST 2 - ASSEMBLY TOP

POST 2 - ASSEMBLY BOTTOM (6' W6X9)

COMPOSITE BLOCKOUTS

W-BEAM MGS RAIL SECTION (25'-0")

" WASHER

" O.D. x

" I.D. STRUCTURAL WASHERS

SEE NOTES:

ITEM(P) 8" WOOD-BLOCKOUT

ITEM(Q) 25'GUARD FENCE PANEL

ALTERNATIVE ITEMS NOT SHOWN.

SECTION B-B

ANCHOR BRACKET

S K

T

FINISHED

GRADE

FINISHED

GRADE

3'-1 d,(8),g(8)

POST 7 POST 6POST 8 POST 5 POST 4 POST 3

POST 2 POST 1

L L L L L L

C

E

N

BEGIN LENGTH OF NEED

POST 7 POST 6 POST 5 POST 4 POST 3POST 8

B

W-BEAM GUARDRAIL

END SECTION

12'-6"

W-BEAM MGS

RAIL SECTION

9'-4

PLAN VIEW

ELEVATION VIEW

G

A

MSKT

IMPACT HEAD

POST 2

POST

SOIL PLATE ON

DOWNSTREAM SIDE

B

B

SEE POST 1

CONNECTION

DETAIL

HARDWARE FOR (POST 8) THRU (POST 3)

q,g

SEE IMPACT HEAD

CONNECTION

DETAIL

r

OBJECT

MARKER

A

BNO

O

W-BEAM MGS

RAIL SECTION

12'-6"

O

O

W-BEAM MGS

RAIL SECTION

12'-6"

F

6'-0" 6'-0"

K

STRUT

D

DEPTH DEPTH

50'-0"

46'-10

(POST 3-8)

INSTALLATION DEPTH

3'-4"

STANDARD

31" MBGF

TRAFFIC FLOW

NOTE: THIS STANDARD IS A BASIC REPRESENTATION OF THE

MSKT END TERMINAL, IT IS NOT INTENDED TO REPLACE

THE PRODUCT DESCRIPTION ASSEMBLY MANUAL.

NOTES:

1. ITEM M COMPOSITE BLOCKOUTS INSTALLED

AT LINE POST(8) THRU LINE POST(3).

2. ITEM P WOOD BLOCKOUTS CAN BE USED AS ALTERNATE.

" x 1

" A325 BOLT WITH CAPTIVE WASHER

" X 1

" A325 BOLT

WITH CAPTIVE WASHER

l,k e,f,g

J p

D

POST 1

CONNECTION DETAIL

C

G

K

IMPACT HEAD

CONNECTION DETAIL

31"

FINISHED

GRADE

POST 2

SECTION A-A

d,g h,j

E

" X 1

" A325 BOLT

WITH CAPTIVE WASHER

m m

H o,n o,n

" STRUCTURAL NUT

WITH STRUCTURAL WASHER

" STRUCTURAL NUT

WITH STRUCTURAL WASHER

H,m(8),n(8),o(8)

A

NOTE: SEE (GENERAL NOTE 14) FOR DRIVING CAP INFORMATION.

e,(2)f,g a,c,b(2) e,(2)f,g

A

VINCENT J. PARKER: TXDOT ROADWAY CAD STANDARDS MANAGER APRIL 2018

1. FOR SPECIFIC INFORMATION REGARDING INSTALLATION AND TECHNICAL GUIDANCE OF THE

SYSTEM, CONTACT: ROAD SYSTEMS, INC. (432)263-2435. 3616 OLD HOWARD COUNTY AIRPORT, BIG SPRING, TX 79720

2. FOR INSTALLATION, REPAIR AND MAINTENANCE REFER TO THE; MSKT END TERMINAL,

PRODUCT DESCRIPTION ASSEMBLY MANUAL (PUBLICATION~062717).

3. APPLY HIGH INTENSITY REFLECTIVE SHEETING, "OBJECT MARKER" ON THE FRONT FACE

OF THE DEVICE PER MANUFACTURER'S RECOMMENDATIONS. OBJECT MARKER SHALL CONFORM

TO THE STANDARDS REQUIRED IN TEXAS MUTCD.

4. FOR POST (LEAVE-OUT) INSTALLATION AND GUIDANCE SEE TXDOT'S LATEST ROADWAY MOW

STRIP STANDARD.

5. HARDWARE (BOLTS, NUTS, & WASHERS) SHALL BE GALVANIZED IN ACCORDANCE WITH ITEM 445, "GALVANIZING". FITTINGS SHALL BE SUBSIDIARY TO THE BID ITEM.

6. SYSTEM SHOWN USING STEEL WIDE FLANGE POSTS WITH COMPOSITE BLOCKOUTS.

7. A COMPOSITE MATERIAL BLOCKOUTS THAT MEETS THE REQUIREMENTS OF DMS-7210, MAY BE

SUBSTITUTED FOR BLOCKOUTS OF SIMILAR DIMENSIONS. SEE CONSTRUCTION DIVISION

MATERIAL PRODUCER LIST (MPL) FOR CERTIFIED PRODUCERS.

8. IF SOLID ROCK IS ENCOUNTERED IN THE AREA OF (POST 1) AND / OR (POST 2) CONTACT THE

MANUFACTURER, & REFER TO THE LATEST ROADWAY MBGF STANDARD FOR INSTALLATION GUIDANCE.

9. POSTS SHALL NOT BE SET IN CONCRETE.

10. SYSTEM MUST BE ATTACHED TO STANDARD 31" MBGF.

11. UNDER NO CIRCUMSTANCES SHALL THE GUARDRAIL WITHIN THE MSKT SYSTEM BE CURVED.

12. A FLARE RATE OF UP TO 25:1 MAY BE USED TO PREVENT THE TERMINAL HEAD FROM

ENCROACHING ON THE SHOULDER. THE FLARE MAY BE DECREASED OR ELIMINATED FOR SPECIFIC

INSTALLATIONS, IF DIRECTED BY THE ENGINEER.

13. THE SYSTEM IS SHOWN WITH TWO 12'-6" MBGF PANELS, ONE 25'-0" MBGF PANEL IS ALSO

ALLOWED IN THEIR PLACE.

14. A DRIVING CAP WITH A TIMBER OR PLASTIC INSERT SHALL BE USED WHEN DRIVING POSTS 3-8

TO PREVENT DAMAGE TO THE GALVANIZING ON TOP OF THE POST. SPECIAL DRIVING CAP TO BE

USED ON LOWER POSTS 1 & 2 TO PREVENT DAMAGE TO THE WELDED PLATES.

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SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-523

S I N

G L

E

G

U A

R D

R A

R

M I N

A L

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

D

R

I V

M

Y

D

E P

O T

H

O O

K S

T

E X

A S

D

N

E R

R

P O

R

E H

O U

S E

SHEET

SEQUENCE

NUMBER

W G

B

1 2 3 4 5

D r a w n b y

D e s i g n e d b y

S u b m i t t

F i l e

N a m e

D a t e

C o n t r a c t

N o

S o l i c i t a t i o n

N o

U S

A

R M

Y

E

N G

I N

E E

R

D

I S

T R

I C

T

C O

R P

S

O

F

E

N G

I N

E E

R S

F O

R

T H

T

E X

A S

R e v i e w e d b y

FORT WORTH DISTRICT

US ARMY CORPS

OF ENGINEERS ®

B R

A N

T

J E

N S

E N

P

E

C H

I E

F

C

I V

I L

S

E C

T I O

N

D

C

B

A

P L O

T

S

C A

L E

P L O

T

D

A T

E

R e v

S y m b o l

D e s c r i p t i o n

T r a c k i n g

N o

A c t i o n

D a t e

E N

G I N

E E

R I N

G

C O

N S

T R

U C

T I O

N

D

I V

I S

I O

N

E N

G I N

E E

R I N

G

B

R A

N C

H

F E

B R

U A

C-524

R A

I L

R O

O

S S

I N

G

D E

T A

I L

S

J

E

N N

I S

J

E

N N

I S

J

M

C K

E N

Z I E

P

MIN MINIMUM

STR

NTS

O.C.

OPNG

OH

PSI

PSF

R

REPL

REQD

SCHD

SIM

SPEC

STD

SQ

THD

TYP.

T&B

T.O.F.

T.O.M.

T.O.S.

U.N.O.

W/

WP

WS

NIC

ELEVATION TARGET

SECTION NUMBER

SHEET NUMBER

SIMPLE SHEAR CONNECTION

AT

AND

PERCENT

POUND, NUMBER

NOT TO SCALE

ON CENTER(S)

OPENING

OPPOSITE HAND

POUNDS PER SQUARE INCH

POUNDS PER SQUARE FOOT

RADIUS

REPLACE, REPLACEMENT

REQUIRED

SCHEDULE(D)

SIMILAR

SPECIFICATIONS

STANDARD

STRUCTURE, STRUCTURAL

SQUARE

THREAD

TYPICAL

TOP AND BOTTOM

TOP OF FOOTING

TOP OF MASONRY

TOP OF STEEL

UNLESS OTHERWISE NOTED

WITH

WORKING POINT

WATER STOP

NOT IN CONTRACT

C/C OR CC

ABBREVIATIONS & SYMBOLS

CONT

MECH

MEP

MFR

DET

DIA

DN

DWG

DWL

EA

EF

ELEV

EQUIP.

EW

EXIST, (E)

EXP

EXT

FDN

FIN

FLR

FS

FT

GC

HORIZ.

HP

HS

ID

IN

INFO

JT

K

KSI

LOC

LP

MAX

ACI

ALT

B/E

BLDG.

B.

B.O.F.M.

CANT

CL

COL

CONC

CONN

CONTINUOUS

MECHANICAL

MECHANICAL,

ELECTRICAL & PLUMBING

MANUFACTURER

DETAIL

DIAMETER

DOWN

DRAWING(S)

DOWEL

EACH

EACH FACE

ELEVATION

EQUIPMENT

EACH WAY

EXISTING

EXPANSION

EXTERIOR

FOUNDATION

FINISHED

FLOOR

FAR SIDE

FOOT OR FEET

GENRAL CONTRACTOR

HORIZONTAL

HIGH POINT

HIGH STRENGTH

INSIDE DIAMETER

INCH OR INCHES

INFORMATION

JOINT

KIP (ONE THOUSAND POUNDS)

KIPS PER SQUARE INCH

LOCATION

LOW POINT

MAXIMUM

AMERICAN CONCRETE INSTITUTE

ALTERNATE

BETWEEN

BUILDING

BOTTOM

BOTTOM OF FLAT MAT

CANTILEVER

CENTER TO CENTER

CENTER LINE

COLUMN

CONCRETE

CONNECTION

ANCHOR BOLT

ROOF DECK SPAN DIRECTION

S100

B.O.D. BOTTOM OF DECK

E.O.D. EDGE OF DECK

L ANGLE

CLR. CLEAR

PEJ PREMOLDED JOINT FILLER

N/A NOT APPLICABLE

T.O.B. TOP OF BEAM

E.O.S. EDGE OF SLAB

B.O.M. BOTTOM OF BEAM

SOG SLAB-ON-GRADE

GEN GENERAL

PCC PORTLAND CEMENT CONCRETE

REINF REINFORCING

HCA HEADED CONCRETE ANCHOR

ARCH ARCHITECTURAL

EL ELEVATION

ELEVATION NUMBER

SHEET NUMBERS100

DBA DEFORMED BAR ANCHOR

GALV GALVANIZED

KSF KIPS PER SQUARE FOOT

STL STEEL

BM BEAM

REM REMOVAL

SS STAINLESS STEEL

AR ANCHOR ROD

C.J. CONSTRUCTION JOINT

E.J. EXPANSION JOINT

OF OUTSIDE FACE

OPP OPPOSITE

PL PLATE

PROP PROPOSED

WWF WELDED WIRE FABRIC

W/O WITHOUT

COORD COORDINATE

VERT VERTICAL

NWC NORMAL WEIGHT CONCRETE

CMU CONCRETE MASONRY UNIT

CP COMPLETE PENETRATION

AB

MCJ MASONARY CONTROL JOINT

BS BOTH SIDES

T.O.C. TOP OF CONCRETE

T.O.W. TOP OF WALL

E.O.F. EDGE OF FLAT MAT

& EXTERIOR FACE OF PRE-CAST WALL

GENERAL NOTES

1. THE CONTRACTOR SHALL EXAMINE THE STRUCTURAL DRAWINGS AND SHALL NOTIFY THE CONTRACTING OFFICER OF ANY

DISCREPANCIES BEFORE PROCEEDING WITH ANY WORK.

2. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED STRUCTURE. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND MEANS NECESSARY TO PROTECT PERSONS AND STRUCTURES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE LIMITED TO BRACING, SHORING, ETC. THE CONTRACTOR SHALL RETAIN A LICENSED PROFESSIONAL ENGINEER TO DESIGN THE LATERAL SUPPORT SYSTEM REQUIRED TO RESIST THE LATERAL LOADS AND FOR ALL STABILITY OF THE STRUCTURE UNTIL COMPLETION. THE CONTRACTOR SHALL FURNISH AND PROVIDE THE NECESSARY BRACING AND SUPPORTS DURING CONSTRUCTION AND IS RESPONSIBLE FOR THE OVERALL STABILITY OF THE STRUCTURE UNTIL COMPLETION. OBSERVATION BY THE A/E OR

CONTRACTING OFFICER DOES NOT INCLUDE REVIEW OF THESE MEASURES.

3. ALL WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED IN ACCORDANCE WITH OTHER SIMILAR WORK SHOWN ON THE DRAWINGS AND TYPICAL DETAILS. DIMENSIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES WORK NOT DETAILED OR NOTED SHALL BE CONSTRUCTED IN ACCORDANCE WITH OTHER SIMILAR WORK SHOWN ON THE DRAWINGS AND TYPICAL DETAILS.

DIMENSIONS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DRAWINGS SHALL NOT BE SCALED

FOR CONSTRUCTION PURPOSES.

4. NO PIPES OR DUCTS SHALL BE PLACED IN OR PENETRATE STRUCTURAL MEMBERS UNLESS SPECIFICALLY DESIGNED AND

DETAILED.

5. EXCEPT AS NOTED HEREIN, REFER TO ARCHITECTURAL DRAWINGS FOR THE FOLLOWING, BUT NOT LIMITED TO:

A. SIZE AND LOCATION OF DOOR AND WINDOW OPENINGS

B. SIZE AND LOCATION OF INTERIOR AND EXTERIOR NONBEARING PARTITIONS

C. SIZE AND LOCATION OF CURBS, FLOOR DRAINS, SLOPES, DEPRESSED AREAS, CHANGES IN LEVEL, RAMPS, CHAMFERS

GROOVES, INSERTS, ETC.

D. SIZE AND LOCATION OF FLOOR AND ROOF OPENINGS IF NOT DIMENSIONED HEREIN.

E. FLOOR, WALL AND ROOF FINISHES

F. STAIR FRAMING AND DETAILS.

G. DIMENSIONS NOT SHOWN ON STRUCTURAL DRAWINGS.

6. EXCEPT AS NOTED HEREIN, REFER TO MEP DRAWINGS FOR THE FOLLOWING, BUT NOT LIMITED TO:

A. PIPE RUNS, SLEEVES, HANGERS, EQUIPMENT, SLAB OPENINGS, NOT SHOWN OR NOTED HEREIN.

B. ELECTRICAL CONDUIT, BOXES, OUTLETS.

C. CONCRETE INSERTS FOR ELECTRICAL, MECHANICAL, AND PLUMBING FIXTURES.

D. SIZE AND LOCATION OF MACHINE AND EQUIPMENT BASES. CONTRACTOR'S ENGINEER SHALL DESIGN SEISMIC

ANCHORAGE FOR MECHANICAL AND ELECTRICAL EQUIPMENT PER SPECIFICATIONS.

7. JOIST MANUFACTURER TO COORDINATE EXACT WEIGHT, WEIGHT DISTRIBUTION, SIZE AND LOCATION OF ROOF MECHANICAL UNITS/DUCTS AND VERIFY SIZE OF OPEN-WEB STEEL JOIST SHOWN ON THE DRAWINGS AT NO ADDITIONAL COST TO THE GOVERNMENT. OPEN WEB JOIST & JOIST GIRDER SIZES SHOWN SHALL BE CONSIDERED MINIMUM SIZES

REQUIRED.

8. IN CASES WHERE MECHANICAL OR ELECTRICAL EQUIPMENT LOADING LISTED ON THE MANUFACTURER'S PRODUCT DATA SHEET EXCEEDS DESIGN LOADS INDICATED ON THE PLANS, CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER

PRIOR TO PROCEEDING WITH WORK.

9. ASTM REFERENCES ARE FOR LATEST REVISIONS AND ISSUE, UNLESS NOTED OTHERWISE.

10. CONTRACTOR SHALL INVESTIGATE THE SITE DURING CLEARING AND EXCAVATION FOR UNSUITABLE CONDITIONS, UNCONSOLIDATED AND UNDOCUMENTED FILLS, BURIED STRUCTURES, UTILITIES, ETC. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE CONTRACTING OFFICER OF ANY SITE CONDITIONS NOT REFLECTED ON THE DRAWINGS OR DIFFERENT FROM MAXIMUM OR MINIMUM DIMENSIONS INDICATED, INCLUDING CONFLICT IN GRADES, ADVERSE SOIL CONDITIONS, GROUND WATER PRESENT, DEEPENED FOOTINGS, UNCOVERED AND UNEXPECTED UTILITY LINES, ETC.

11. CONTRACTOR SHALL DETERMINE THE LOCATION OF UTILITY SERVICES IN AREAS TO BE EXCAVATED BEFORE BEGINNING EXCAVATION. EXERCISE CAUTION IN EXCAVATING AND TRENCHING. ANY DAMAGE TO THE EXISTING UTILITIES CAUSED BY CONTRACTOR SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE CONTRACTING OFFICE AND AT NO

COST TO THE GOVERNMENT.

12. CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON STRUCTURAL FRAME SUCH THAT THE LOADING DOES NOT EXCEED THE DESIGN LIVE LOADS. PROVIDE SHORING AND BRACING WHERE DESIGN STRENGTH HAS NOT BEEN

ATTAINED OR STRUCTURE IS NOT COMPLETE.

13. IN ADDITION TO PROVISIONS OUTLINED IN THE STANDARD TERMS AND GENERAL CONDITIONS FOR SUBMITTALS, ALL RE- SUBMITTALS SHALL INCORPORATE COMMENTS MADE ON PREVIOUS REVIEW(S). ANY CHANGES MADE FROM PREVIOUS SUBMITTAL MUST BE BUBBLED AND/OR CLEARLY IDENTIFIED. NON-COMPLIANT SUBMITTALS MAY BE REJECTED AT

DISCRETION OF CONTRACTING OFFICER.

MINIMUM GRAVITY LOADS

SUPERIMPOSED DEAD LOADS

ROOF

TPO SINGLE PLY ROOF (FULLY ADHERED OR FASTENED) 2 PSF

ROOF BOARDS (MECHANICALLY ATTACHED) 1 PSF

RIGID INSULATION (1.5 PSF PER INCH) 6 PSF

HVAC ALLOWANCE 1 PSF

SPRINKLER ALLOWANCE (MAX PIPE 6" DIA.) 4 PSF

LIGHTING / ELECTRICAL ALLOWANCE 1 PSF

CEILING ALLOWANCE (ANNEX ONLY) 5 PSF

MECHANICAL

HOUSEKEEPING CONCRETE PADS (PER INCH THICKNESS) 12.5 PSF

VERTICAL SCREEN ALLOWNACE (PER FOOT OF HEIGHT) 15 PSF

EXTERIOR WALL

PRECAST PANEL, CONCRETE (PER INCH THICKNESS) 12.5 PSF

8" CMU WALL

NO GROUT 31 PSF

24 in. O.C. 46 PSF

FULL GROUT 75 PSF

STAIRS

STEEL FRAMING, GUARDRAIL, HANDRAIL, THREADS 15 PSF

STEEL FRAMING, GUARDRAIL, HANDRAIL, CONCRETE FILLED PANS 40 PSF

LIVE LOADS

ROOF

MINIMUM LIVE LOADS, Lr (UNREDUCIBLE) 20 PSF

FLOOR

MINIMUM FLOOR LOAD FOR FLAT MAT ON GRADE 150 PSF

MECHANICAL AREAS (NON-REDUCIBLE) 150 PSF

LOADING DOCK AND RAMPS 500 PSF

WAREHOUSE FLOOR LOAD 200 PSF

RACK AREAS (3,000 LBS PALLET, 2 PER SHELF, 5 SHELF PER RACK) 1,000 PSF

FORKLIFT, MAX LOADED WHEEL / AXLE 8.38k / 16.75k

GUARDRAIL/HANDRAIL

SIMULTANEOUS VERTICAL & HORIZONTAL THRUST TOP OF RAIL 50 PLF

CONCENTRATED LOAD ANY DIRECTION (WHICHEVER IS GREATER) 200 LBS

MINIMUM ENVIRONMENTAL LOADS

ROOF SNOW LOADS:

GROUND SNOW, Pg = 5 PSF MINIMUM FLAT SNOW LOAD (Pg*I for Pg<20, 20*I FOR Pg>20) 5 PSF IMPORTANCE FACTOR (RISK CATEGORY II), Is = 1.0 EXPOSURE FACTOR, Ce = 1.1 THERMAL FACTOR, Ct = 1.0

WIND LOADS:

BASIC WIND SPEED, v = 115 mph

EXPOSURE CATEGORY C

TOPOGRAPHIC FACTOR, Kzt = 1.0 DIRECTIONALITY FACTOR, Kd = 0.85 IMPORTANCE FACTOR (RISK CATEGORY II), Iw = 1.0 ENCLOSURE CLASSIFICATION: ENCLOSED, GCpi = +/- 0.18

EARTHQUAKE LOADS:

Ss (Sds) 0.138 (0.148) g S1 (Sd1) 0.076 (0.122) g

SOIL SITE CLASSIFICATION D

SEISMIC DEIGN CATEGORY, SDC B (R=3)

IMPORTANCE FACTOR (RISK CCATEGORY II), Ie = 1.0 SFRS: B.9 - ORDINARY PRECAST SHEAR WALL R = 4.0, Cd = 4

SEISMIC ANALYSIS PROCEDURE EQ. LAT FORCE

DRIFT:

WIND DRIFT BLDG HEIGHT "H" LIMIT H/500

ALLOWABLE SEISMIC STORY "h" DRFT (ASCE 7 TABLE 12.12-1) 0.020h (sx)

COMPONENTS

& CLADDING:

WIND LOADS - C&C PER ASCE 7-10 -

SEISMIC LOADS - C&C PER ASCE 7-10 -

TORNADO SHELTER:

BASIC WIND SPEED, v = 250 mph

EXPOSURE CATEGORY C

TOPOGRAPHIC FACTOR, Kzt = 1.0 DIRECTIONALITY FACTOR, Kd = 1.0

ROOF LIVE LOAD (UN-REDUCIBLE) 100 PSF

15-LB 2x4 LUMBER MISSILE SPEED (VERTICAL/HORIZONTAL 100/67 mph

SURFACE)

ATFP (ANNEX ONLY)

LEVEL OF PROTECTION VERY LOW (VLOP)

STANDOFF DISTANCE - LOADBEARING MASONRY WALL 30 FT

OCCUPANCY INHABITED

APPLICABLE EXPLOSIVE WEIGHT II

SHEET

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DESIGN CODE SUMMARY TABLE

IBC 2015 ICC INTERNATIONAL BUILDING CODE, 2015

ASCE 7-10 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, 2010

AISC 325-11 STEEL CONSTRUCTION MANUAL, 14th EDITION

AISC 360-10 SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, 2010

AISC 327-12 SEISMIC DESIGN MANUAL, 2nd EDITION (FOR R > 3.0)

AISC 341-10 SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS (FOR R > 3.0)

AISC 303-10 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES, 2010

ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE, 2014

ACI 301-16 SPECIFICATIONS FOR STRUCTURAL CONCRETE, 2016

ACI SP-066(04) ACI DETAILING MANUAL (ACI 315-99, ACI 315R-04), 2004

TMS MSJC-13 BUILDING CODE REQUIREMENTS & SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530/530.1), 2013

AWS AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE, LATEST EDITION

SDI C-11 /

RD-10

STANDARD FOR COMPOSITE STEEL FLOOR DECK, 2011 / STANDARD FOR STEEL ROOF DECK, 2010

AISI S100-12 SPECIFICATIONS FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS, 2012

UFC 3-301-01 UNIFIED FACILITIES CRITERIA - STRUCTURAL ENGINEERING (2016)

UFC 3-310-04 UNIFIED FACILITIES CRITERIA - SEISMIC DESIGN FOR BUILDINGS (2016)

UFC 4-010-01 DoD MINIMUM ANTITERRORISM STANDARDS FOR BUILDINGS (2013)

UFC 3-320-06A CONCRETE FLOOR SLABS ON GRADE SUBJECTED TO HEAVY LOADS (2005)

UFC 4-440-01 WAREHOUSE AND STORAGE FACILITIES (2014)

SWD-AEIM SOUTHWESTERN DIVISION ARCHITECTURAL AND ENGINEERING INSTRUCTIONS MANUAL (2003) ICC-500 STANDARD FOR THE DESIGN AND CONSTRUCTION OF STORM SHELTERS, ICC/NSSA, 2014

FEMA P-361 SAFE ROOMS FOR TORNADOES AND HURRICANES, FEMA, 3rd EDITION, 2015