W912QR20R0045Plans-0003.pdf

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PHASE 3

OPTION 1

OPTION 2

N: 948672.06

E:2476066.12

N: 948672.59

E:2475718.69

N: 948714.55

E:2475603.42

N: 948751.09

E:2475608.18

N: 948740.35

E:2476090.98

N: 948653.26

E:2476060.35

N: 948653.26

E:2476086.58

N: 948704.45

E:2476087.14

N: 948766.62

E:2476097.20

N: 948805.89

E:2476103.20

N: 948799.56

E:2476097.20

13.33'

8'

T

Y P

N: 948810.52

E:2476090.50

N: 948885.47

E:2476017.61

N: 948903.68

E:2476023.70

N: 948907.05

E:2476018.55

N: 948905.07

E:2476017.82

R

17.33'

N: 948749.81

E:2476103.65

N: 948640.08

E:2476055.55

23.8'

N: 948635.31

E:2476086.58

6'

GENERAL NOTES

A REFER TO V-106 FOR SURVEY CONTROL PLAN.

B ALL DIMENSIONS ARE TO BACK OF CURB UNLESS

OTHERWISE NOTED.

C ALL RADII ARE 2.5' UNLESS OTHERWISE NOTED

LEGEND

EXISTING ASPHALT PAVEMENT

EXISTING CONCRETE SIDEWALK

BID 33' UNOBSTRUCTED SPACE

EXISTING CONCRETE PAVEMENT

BASE BID CONCRETE SIDEWALK

BUILDING OUTLINE

EXISTING GRASS PAVERS

OPTION CONCRETE SIDEWALK

BID 50' CLEAR ZONE

KEYNOTES

201 SIDEWALK; RE: A1/CS500

205 ABA PARKING SIGN (TYP.); RE: D9/CS503

ABA PARKING STRIPING (TYP.); RE: E2/CS503206

217 TYPE A ABA RAMP; RE: C1/CS502

OPTION ASPHALT PAVEMENT RE:

F1/CS500

204 WHEEL STOP (TYP.); RE: E4/CS502

BASE BID ASPHALT PAVEMENT

218 TYPE B ABA RAMP; RE: C1/CS502

BASE BID CONCRETE PAVEMENT

D REFER TO SHEET GI002 AND GI003 FOR LIST OF

ABBREVIATIONS USED IN DRAWINGS.

LIMITS OF CONSTRUCTION

229 CROSSWALK STRIPING; RE: D6/CS500

238 HANDRAIL; RE: SHEET A-541

240 WHITE EDGE STRIPING; RE: F5/CS503

241 RETAINING WALL; RE: STRUCTURAL PLANS

XXX

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ENGINEERING FIRM F-2966

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SCALE: 1"=30'

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TRUE NORTH

KEY PLAN

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CERTIFIED FINAL DESIGN

CS111

SCALE 1" = 30'

SITE PLAN - AREA 1 - OPTIONS 1 & 2

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INSTALL:

8" X 6" TEE

N:948644.61

E:2476106.57

STA 1+05.98, FL-01

INSTALL:

1 - 11.25° BEND

N:948646.13

E:2476100.79

STA 1+17.94, FL-01

INSTALL:

PIV

RE: E5/CU502

N:948650.22

E:2476089.55

8" PVC FL-01

STA 2+43.90, FL-02

INSTALL:

1 - 45° BEND

N:948654.72

E:2476091.81

STA 2+62.17, FL-02

INSTALL FDC

N:948638.17

E:2476099.52

STA 1+00.00, FL-02

CONNECT TO BUILDING

RE: FIRE PROTECTION

N:948699.49

E:2475956.77

STA 2+59.56, FL-01

CONNECT TO BUILDING

RE: FIRE PROTECTION

N:948698.66

E:2475956.47

STA 1+60.40, SSWR-01

INSTALL 4'

DROP MANHOLE

RE: A6/CU502

N:948901.75

E:2475867.62

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STA 2+73.39, SSWR-01

INSTALL 4' SSMH

RE: A6/CU502

N:948940.39

E:2475761.45

STA 1+56.70, SSWR-02

CONNECT TO BUILDING

N:948852.32

E:2475839.85

STA 1+56.12, SSWR-03

CONNECT TO BUILDING

N:948889.40

E:2475738.01

STA 1+00.00, WL-01

INSTALL:

6X8 TAPPING SLEEVE AND

VALVE, RE:A4/CU500

N:948901.19

E:2476059.22

STA 1+22.67, WL-01

INSTALL:

1 - 22.5° BEND

N:948885.34

E:2476043.01

STA 1+38.19, WL-01

INSTALL:

8" X 6" TEE

N:948880.20

E:2476028.37

STA 1+10.71, WL-02

INSTALL:

1 - F.H. ASSEMBLY

RE: D5/CU501

N:948890.31

E:2476024.82

STA 1+70.28, WL-01

INSTALL:

1 - 45° BEND

N:948869.57

E:2475998.09

STA 3+67.80, WL-01

INSTALL:

8" X 6" TEE

N:948937.13

E:2475812.49

STA 1+29.44, WL-03

INSTALL:

1 - F.H. ASSEMBLY

RE: D5/CU501

N:948964.80

E:2475822.56

6" PVC WL-03

STA 5+02.55, WL-01

INSTALL:

8" X 3" TEE

N:948983.21

E:2475685.86

STA 5+20.88, WL-01

INSTALL:

1 - 45° BEND

N:948989.48

E:2475668.64

STA 1+84.49, WL-04

CONNECT TO

BUILDING

N:948903.81

E:2475656.96

STA 5+61.73, WL-01

INSTALL:

8" X 6" TEE

N:949026.50

E:2475651.37

6" PVC WL-02

STA 1+00.00, SSWR-01

EXISTING SSMH

N:948911.31

E:2475927.26

6" PVC SSWR-01

2" HDPE - SDR 11

FFE 290.07'

N:948722.10

E:2476127.01

N:948681.64

E:2476116.34

STA 1+18.40, FL-02

INSTALL:

1 - 45° BEND

N:948693.20

E:2475974.06

STA 1+24.22, FL-02

INSTALL:

1 - 45° BEND

N:948695.66

E:2475979.34

6" PVC FL-02

GENERAL NOTES

A

B

REFER TO V-106 FOR CONTROL MONUMENT.

UNDERGROUND UTILITY LOCATIONS ARE BASED UPON

PHYSICAL AND GEOPHYSICAL SURVEY DATA. ACTUAL

LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE

UTILITY COMPANY AND/OR ROBINS AFB PRIOR TO

CONSTRUCTION.

C

REFER TO ELECTRICAL PLANS FOR ADDITIONAL

INFORMATION ON CATV CONDUITS AND

ELECTRICAL/COMMUNICATION DUCTBANKS/MANHOLES.

D

E

EXISTING WATER PIPE IS ASSUMED TO BE ASBESTOS

CONTAINING MATERIAL.

REFER TO ELECTRICAL PLANS FOR ADDITIONAL

LIGHTING REQUIRED FOR OPTIONS.

KEYNOTES

LEGEND

SANITARY SEWER LINE

SS

WATER LINE

W

EXISTING FIRE HYDRANT

COMMUNICATIONS DUCTBANK

C

ELECTRICAL DUCTBANK

E

EXISTING EXTERIOR LIGHT

EXISTING EXTERIOR BOLLARD LIGHT

EXISTING SANITARY SEWER LINE

SS

x

EXISTING GAS LINE

G x

EXISTING WATER LINE

W x

EXISTING COMMUNICATIONS DUCTBANK

C x

EXISTING CATV CONDUIT

EXISTING ELECTRICAL DUCTBANK

E x

SANITARY SEWER MANHOLE, RE: A1, D1/CU500

FIRE HYDRANT, RE: D5/CU501

CATV

S

EXISTING UNKNOWN UTILITY LINE

UK

X

EXTERIOR BOLLARD LIGHT

EXTERIOR LIGHT

PIV, RE: E5/CU502

FIRE LINE

F

FREESTANDING FDC

F REFER TO SHEETS CU201-CU205 FOR UTILITY PROFILES.

G REFER TO SHEET GI002 AND GI003 FOR LIST OF

ABBREVIATIONS USED IN DRAWINGS.

501 CONNECT TO BUILDING, RE: PLUMBING

LIMITS OF CONSTRUCTION

509 EXISTING WATERLINE TO BE LOWERED TO INSTALL STORM

DRAIN, RE: D1/CU500

511 FIRE HYDRANT BOLLARD, RE: D8/CU501

512 GREASE WASTE LINE, RE: PLUMBING

XXX

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TEXAS REGISTERED

ENGINEERING FIRM F-2966

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30' 60'0

SCALE: 1"=30'

15'

TRUE NORTH

KEY PLAN

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KATHYRIYA H. KENNEDY

98244

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CU101

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UTILITY PLAN - AREA 1

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10/27/2020

W

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DUCK LAKE

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INSTALL:

6X8 TAPPING SLEEVE AND

VALVE, RE:A4/CU500

N:948901.19

E:2476059.22

8" PVC WL-01

N:949071.17

E:2475854.27

N:949085.77

E:2475827.96

EXISTING 6" WATERLINE

GENERAL NOTES

A

B

REFER TO V-106 FOR CONTROL MONUMENT.

UNDERGROUND UTILITY LOCATIONS ARE BASED UPON

PHYSICAL AND GEOPHYSICAL SURVEY DATA. ACTUAL

LOCATIONS SHOULD BE VERIFIED WITH THE APPROPRIATE

UTILITY COMPANY AND/OR ROBINS AFB PRIOR TO

CONSTRUCTION.

C

REFER TO ELECTRICAL PLANS FOR ADDITIONAL

INFORMATION ON CATV CONDUITS AND

ELECTRICAL/COMMUNICATION DUCTBANKS/MANHOLES.

LEGEND

WATER LINE

W

EXISTING SANITARY SEWER LINE

SS

x

EXISTING GAS LINE

G x

EXISTING WATER LINE

W x

EXISTING COMMUNICATIONS DUCTBANK

C x

EXISTING ELECTRICAL DUCTBANK

E x

EXISTING UNKNOWN UTILITY LINE

UK

X

D

E

EXISTING WATER PIPE IS ASSUMED TO BE ASBESTOS

CONTAINING MATERIAL (ACM). CONTRACTOR SHALL USE

CAUTION WHEN TYING IN TO EXISTING PIPE AND

SHOULD FIELD VERIFY PIPE MATERIAL. IF ACM IS

ENCOUNTERED AT TIE IN LOCATION, CONTRACTOR

SHALL REPLACE WITH PVC ON BOTH SIDES OF THE TIE

IN LOCATION FOR A MINIMUM OF 10 LINEAR FEET.

REFER TO ELECTRICAL PLANS FOR ADDITIONAL

LIGHTING REQUIRED FOR OPTIONS.

F REFER TO SHEETS CU201-CU205 FOR UTILITY PROFILES.

G

REFER TO SHEET GI002 AND GI003 FOR LIST OF

ABBREVIATIONS USED IN DRAWINGS.

KEYNOTES

LIMITS OF CONSTRUCTION

510 REPLACE 20' OF EXISTING TRANSITE WATERLINE WITH PVC

WATERLINE. CONNECT TO EXISTING WATERLINE WITH AN

EXTENDED RANGE PIPE COUPLING.

XXX

514 EXISTING WATERLINE TO BE LOWERED AND REPLACED

WITH PVC C-900 TO INSTALL STORM DRAIN, RE: D1/CU500

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F o r t

W o r t h

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TEXAS REGISTERED

ENGINEERING FIRM F-2966

S

T

H O

M A

S

U H

H Z

30' 60'0

SCALE: 1"=30'

15'

TRUE NORTH

KEY PLAN

K

K

E N

N E

D Y

KATHYRIYA H. KENNEDY

98244

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AREA 2

T B

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CERTIFIED FINAL DESIGN

CU102

U B

L D

G U

S A u i s v i l l e

D i s t r i c t D

A

F R

C

C

W o r k i n g

D o c u m e n t s

S h e e t s

C i v i l U

H H

Z C

U d w g

P

M

T h o m a s

S a m u e l

U T

I L

I T

Y

P

L A

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A

R E

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SCALE 1" = 30'

UTILITY PLAN - AREA 2

A1

C U

A M

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ENGINEERING FIRM F-2966

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CERTIFIED FINAL DESIGN

U T

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Y

D

E T

A I L

S

CU500

C U

PLAN VIEW

SECTIONAL VIEW

1'-0"

LIMIT OF EXCAVATION

AS REQUIRED FOR

TAPPING MACHINE

EXISTING PIPE

NEW PIPE

NEW TAPPING SLEEVE

LIMIT OF EXCAVATION

NEW VALVE

NEW PIPE

CONCRETE

SUPPORT1

CONCRETE

BLOCKING

1/2"3/4"

2"

B

B

3"

CAST IRON

1/4"

3/4"

HOLE

1" DIAMETER

24" DIAMETER

23 1/2"

1 1/2"=10 1/2"

3"

7 AT

E

N

A

S

S

E

W

I T

R

A

Y

R

3"

CAST IRON

WEIGHT=156 LBS.

APPROXIMATE

8-RIBS, SPACED

EQUALLY

PLAN OF SANITARY SEWER MANHOLE

APPROX. WEIGHT 158 POUNDS

SECTION A SECTION B-B

BOTTOM VIEW OF COVER

22"

30 3/4"

1/4"

1"

24 1/4"

1"

PLAN

SECTION A

3/4"

SCALE N.T.S.

MANHOLE COVER

SCALE N.T.S.

MANHOLE FRAME

4 3/4"

10"

4 1/2"

10"

3/4" POLYPROPYLENE COATED

60 STEEL ROD SHAPED AS SHOWN

7 1/2"

4 1/2" 3"

PLAN

SECTION A

SCALE N.T.S.

MANHOLE RUNG

TYPE SC

TYPE SA

SCALE N.T.S.

TAPPING SLEEVE AND VALVE INSTALLATION

7"

30" DIA.

S E

E

P

R O

F I L

E

TYP.

6"

48" DIA.

MANHOLE COVER

AND FRAME

GALVANIZED STEEL

SIDE RAIL LADDER

A8/CU500

A

MANHOLE COVER

AND FRAME

COVER AND FRAME

SECURELY SEATED IN

A 1:2 GROUT MIXTURE

GRADE RINGS

AS NEEDED

ECCENTRIC

CONE

PRECAST

CONCRETE

RISER

PRECAST OR CAST IN

PLACE CONCRETE

BASE

#4 @ 12" EACH WAY

TOP FACE - 2" CLEAR

CAST-IN-PLACE

CONCRETE

BENCH

RIM OR TOP

ELEVATION

GROUT

SCALE N.T.S.

PRECAST STORM DRAIN MANHOLE

3/4" POLYPROPYLENE COATED

60 STEEL ROD SHAPED AS SHOWN

A4

A8

D5

E7

E9

D5/CU500

A

E7/CU500

A

E

C

U

A

CAST IRON

1" DIAMETER

I

S

D

R

A

T

O M

R

N

PLAN OF STORM DRAIN MANHOLE

D5/CU500

A

MANHOLE RUNGS TYPE

"SC", RE: E9/CU500

SCALE N.T.S.

PRECAST SANITARY SEWER MANHOLE

FOR MANHOLES LESS THAN 12' DEEP

6" MIN.

5'-10" MIN.

REQUIRED

ADJUSTED AS

SECTION TO BE

HEIGHT OF THIS

O.C., BOTH WAYS

#5 BARS 12"

D

D

MANHOLE RISER

2'-0"

4'-0"

OF BENCH

FROM TOP

2'-0" MAX

SEE DETAIL E9/CU500

TYPE "SA" RUNG

TYPE "SC" RUNGS

SEE DETAIL E9/CU500

8"

PRECAST

MORTAR

M

I N

V A

R I E

S

8"

S E

C T

I O

N

C

O N

E

5'-10" MIN.

#5 BARS

FRAME AND COVER

SEWER MANHOLE

SECTION "A"

SEE D5\CU500 AND E7/CU500

CONCRETE

FOOTING

NOTE: CONTRACTOR TO ADD BITUMASTIC

COATING TO THE EXTERIOR OF MANHOLES.

or 5'-0"

A1

A1/CU500

A

8" CONCRETE

WALLS

HOLE

PLAN

SECTION A

SCALE N.T.S.

WATERLINE OBSTRUCTION CROSSING

D1

NOTES

1. ALL VERTICAL ADJUSTMENTS TO THE EXISTING WATER MAINS SHALL BE DONE IN THIS MANNER.

USING PVC PIPE AND FITTINGS, HAVE THE SAME INSIDE DIAMETER AS THE EXISTING MAIN.

2. ALL MATERIALS AND COATING TO BE IN ACCORDANCE WITH THE SPECIFICATIONS.

3. METAL PIPING OR FITTINGS TO BE WRAPPED PER THE SPECIFICATIONS.

A M

E N

D M

E N

T

EXISTING

WATER LINE

M

I N

OBSTRUCTION

V

A

R

I

E

S

W

O

F

F

S

E

T

45° RESTRAINED JOINT

FITTINGS (TYP)

PVC PIPE (TYP)

VARIES

FLANGE CONN.

(TYP. TRANSITION BOTH ENDS)

4. FOR TRANSITIONS FROM TRANSITE TO PVC, USE FLEXIBLE COUPLING PVC 60 DURO SHORE A.

10/27/2020

W

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R

-0

T/SLAB

EL= 96'-8"

T/SLAB

EL= 100'-0" ±

T/FOOTING

EL= 95'-0"

SLAB ON GRADE, RE:

PLAN FOR REINF

GRANULAR SUBBASE,

PER SPECS

SLAB ON GRADE,

RE: PLAN FOR REINF

CONT #5 @ 18" O.C.

MAX

1/2" JOINT WITH

FILLER & SEALANT

#5 CORNER DOWEL TO MATCH

SLAB REINF SPACING

BARS TO MATCH SIZE

AND SPACING OF

SLAB REINF

(2) #5 CONT

(4) #5 CONT #5 @ 12" O.C.

#5 DOWELS @ 18" O.C.

VAPOR BARRIER

NOTES:

2. ROUGHEN SURFACES BETWEEN HORIZONTAL CONCRETE INTERFACES.

1. SAWCUT CONTROL JOINT PER C1/S-503. DO NOT DISCONTINUE SLAB AND TURNDOWN

REINFORCING AT JOINT.

CONTROL JOINT,

NOTE 1

1.5

R E

P

L A

N

R E

P

L A

N

7'-1 3/8"8" CONC

WALL

EQ EQ

3'-6"

4'-0"

T/SLAB EL

RE: PLAN

T/SLAB EL

VARIES

RE: PLAN

T/GRADE BEAM EL

RE: PLAN

SLAB ON GRADE, RE:

PLAN FOR REINF

BARS TO MATCH SIZE

AND SPACING OF

SLAB REINF

(2) #5 CONT

GRANULAR SUBBASE,

PER SPECS

SLAB ON GRADE, RE:

PLAN FOR REINF

CONT #5 @

12" O.C. MAX

GRADE BEAM,

RE: A4/S-302

1/2" JOINT WITH

FILLER & SEALANT

CONTROL JOINT,

NOTE 1

DOWELS TO MATCH

SIZE AND SPACING

OF SLAB REINF

2'-0"

2'-0"

#5 CORNER DOWEL TO

MATCH SPACING OF

SLAB REINF

#5 @ 18" O.C.

VAPOR BARRIER

NOTES:

2. ROUGHEN SURFACES BETWEEN

HORIZONTAL CONCRETE INTERFACES.

1. SAWCUT CONTROL JOINT PER C1/S-503.

DO NOT DISCONTINUE SLAB AND

TURNDOWN REINFORCING AT JOINT.

D

R E

P

L A

N

1'-4"

R E

P

L A

N

8"

C L R

T Y

P 2" CLR

TYP

8" CONC

WALL

EQ EQ

2'-6"

T/SLAB

EL= 96'-8"

T/SLAB EL

VARIES

RE: PLAN

T/FOOTING

EL= 95'-0"

GRANULAR SUBBASE,

PER SPECS

SLAB ON GRADE, RE:

PLAN FOR REINF

SLAB ON GRADE, RE:

PLAN FOR REINF

BARS TO MATCH SIZE AND

SPACING OF SLAB REINF

CONT #5 @ 12" O.C.

MAX

(2) #5 CONT

1/2" JOINT WITH

FILLER & SEALANT

#5 @ 12" O.C.

(4) #5 CONT

#5 CORNER DOWELS TO MATCH

SLAB REINF SPACING

#5 DOWELS @ 18" O.C.

NOTES:

2. ROUGHEN SURFACES BETWEEN HORIZONTAL CONCRETE INTERFACES.

1. SAWCUT CONTROL JOINT PER C1/S-503. DO NOT DISCONTINUE SLAB AND TURNDOWN REINFORCING AT JOINT.

VAPOR BARRIER

CONTROL JOINT,

NOTE 1

D

R E

P

L A

N

" R

E

P L A

N

8" CONC

WALL

8"

3'-6"

4'-0"

T/SLAB

EL= 100'-0" ±

T/SLAB EL

VARIES

RE: PLAN

T/FTG EL

RE: PLAN

GRANULAR SUBBASE,

PER SPECS

SLAB ON GRADE, RE:

PLAN FOR REINF

CONT #5 @ 18"

O.C. MAX

CORNER DOWELS TO

MATCH SIZE AND

SPACING OF SLAB REINF

SLAB ON GRADE, RE:

PLAN FOR REINF

#5 DOWELS @ 18" O.C.

(4) #5 CONT

#5 @ 12" O.C.

NOTES:

ROUGHEN SURFACES BETWEEN HORIZONTAL CONCRETE INTERFACES.1.

VAPOR BARRIER

D

R E

P

L A

N

8"

R E

P

L A

N

8"

4'-0"

CL

(2) #8 TOP,(3) #8

BOTTOM

(2) #5 CONT

BRICK VENEER

RE: ARCH

CONTROL JOINT,

NOTE 1

T/SLAB EL

RE: PLAN

T/GRADE BEAM

EL = 96'-0"

PAVING OR FINISHED

GRADE, RE: CIVIL

#3 @ 10" OC

SLAB ON GRADE

RE: PLAN FOR REINF

VAPOR BARRIER

MATCH SIZE AND

SPACING OF

SLAB REINF

#5 DOWELS @ 12"

OC AT MID-HEIGHT

GRANULAR SUBBASE

PER SPECIFICATIONS

1'-0"

2'-0"

F

RE: PLAN

1'-0"

7 1/2"

C L R

R E

P

L A

N

GROUT SOLID BETWEEN

SLAB AND BRICK W/

MASONRY GROUT

BRICK SUPPORT POST

PREPARED SUBGRADE

RE: SPECIFICATIONS

REINFORCING

RE: FOOTING

SCHEDULE ON

S-603

ADDITIONAL #8 BAR,

8'-0" LONG, CENTERED

ON POST

NOTES:

2. ROUGHEN SURFACES BETWEEN HORIZONTAL CONCRETE INTERFACES.

1. SAWCUT CONTROL JOINT PER C1/S-503. DO NOT DISCONTINUE SLAB AND TURNDOWN

REINFORCING AT JOINT.

RE: SCHEDULE

2"

CLR

2"

CLR

C L R

2'-6"

1'-3"

T/ SLAB EL

RE: PLAN

T/ FOOTING EL

RE: PLAN

T/ SLAB EL

RE: PLAN

SLAB ON GRADE

RE: PLAN FOR REINF

1/2" JOINT WITH FILLER

& SEALANT, TYP

VAPOR BARRIER

GRANULAR SUBBASE

PER SPECIFICATIONS

BARS TO MATCH SIZE

AND SPACING OF SLAB

REINF

NOTES: SEE A4/S-305 FOR INFORMATION NOT SHOWN.

#5 DOWELS

@ 16" O.C.

WALL BEYOND

4'-0"

T/ SLAB EL

RE: PLAN

SLAB ON GRADE

RE: PLAN FOR REINF

1/2" JOINT WITH FILLER

& SEALANT, TYP

VAPOR BARRIER

GRANULAR SUBBASE

PER SPECIFICATIONS

#5 DOWELS

@ 16" O.C.

WALL BEYOND

TYP

2" CLR

RE: SCHEDULE PREPARED SUBGRADE

RE: SPECIFICATIONS

REINFORCING

RE: SCHEDULE

C L R

(6) #5 CONT, REINFORCING

TO CONTINUE THROUGH

PIER

T/CONC

EL = 92-8"

T/FTG

EL = 90'-8"

BRICK VENEER RE: ARCH

SLAB-ON-GRADE

OR PAVING, RE:

CIVIL

#5 DOWELS @ 12" O.C.

#3 TIES @ 10" O.C.

GROUT SOLID BETWEEN

BRICK W/ MASONRY GROUT

NOTES:

1. ROUGHEN SURFACE BETWEEN HORIZONTAL CONCRETE INTERFACES.

SHEET ID

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AMENDMENT 0003

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S-304

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A U

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S

-3

SCALE 3/4" = 1'-0"

E1 SECTION AT SLAB STEP

SCALE 3/4" = 1'-0"

C1 SECTION AT RAMP SLAB AT GRADE BEAM

SCALE 3/4" = 1'-0"

A1 SECTION AT RAMP SLAB 0

SCALE: 3/4"=1'-0"

12 2

SCALE 3/4" = 1'-0"

E5 SECTION AT RAMP SLAB

SCALE 3/4" = 1'-0"

A5 SECTION AT BRICK SUPPORT POST

SCALE 3/4" = 1'-0"

D5 SECTION AT BRICK WALL SUPPORT - OPTION 2

SCALE 3/4" = 1'-0"

A8 SECTION AT WALL OPENING - OPTION 2

SCALE 3/4" = 1'-0"

D8 SECTION AT WALL OPENING - OPTION 2

A

M E

N D

M E

N T

O C

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10/27/2020

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G

14.5 15 16 17

H

G.6

F.9

D.8

37' - 0"27' - 8"7' - 5"

T/SLAB

EGDE OF SLAB-

ON-GRADE, TYP

EL = 96' - 8"

1:12

1:12

1:12

EL = 96' - 4"

T/SLAB

EL = 94' - 4"

T/SLAB

EL = 93' - 4"

EL = 96' - 0"

T/SLAB

EL = 95' - 8"

T/SLAB

EL = 95' - 4"

T/SLAB

EL = 95' - 0"

T/SLAB

EL = 94' - 8"

EL = 93' - 4"

T/SLAB

CMU WALL,

PER STRUCT

EL = 91' - 4"

T/SLAB

T/SLAB

T/SLAB

2' - 8"

R= 115' - 0"

45' - 4 3/8"92' - 0"

WORKING POINT

FOR CENTER OF

RADIUS OF

CURVED SLABS

R= 127' - 0"

T/FTG

T/FTG

T/FTG

F1 / 96' - 0"

F1 / 92' - 8"

F2 / 92' - 8"

F.S.

F.S.

F .S

F .S

F1 / 90' - 8"

F.S.

EL = 92' - 8"

EL = 94' - 8"

EL = 96' - 0"

EL = 92' - 0"

T/FTG

T/FTG

EL = 90' - 8"

T/FTG

EL = 92' - 0"

T/FTG

EL = 94' - 8"

T/FTG

EL = 92' - 8"

T/FTG

EL = 92' - 0"

T/FTG

EL = 96' - 0"

T/FTG

F .S

/8

9"

P1

P1

EL = 92' - 8"

F .S

F .S

EL = 90' - 8"

T/FTG

EL = 93' - 4"

T/SLAB

EL = 92' - 10"

T/SLAB

R= 106' - 1"

11' - 2 1/4"

C5 S-306

E1 S-306

A7 S-305

A7 S-305

E8 S-306

E8 S-306

C1 S-306

C8 S-306

A7 S-306

A4 S-306

A1 S-306

A4 S-306

A4 S-306

A1 S-306

A1 S-306

A1 S-306

A1 S-306

D5 S-306

A1 S-305

E1 S-305

E1 S-305

E1 S-305

EL = 96' - 8"

T/SLAB

E4 S-305

A8 S-304

E1 S-30518' - 0"

18' - 0"

A

F1 / 92' - 8"

D8 S-304

E7 S-305

E4 S-305

F1 / 94' - 0"

5' - 6"

/8

F

D8 S-304

D8 S-304

E7 S-305

A8 S-304

A4 S-305

TRUE NORTH

SCALE: 3/16"=1'-0"

48 8

THE RECORD

COPY OF THIS DRAWING

IS ON FILE AT THE OFFICES

IS RELEASED FOR THE PURPOSES OF

MANAGEMENT UNDER THE AUTHORITY OF

COORDINATION, AND/OR FACILITY

ARCHITECT/ENGINEER OF RECORD

76102. THIS ELECTRONIC DOCUMENT

NOT BE MODIFIED BY ANY PERSON

IT IS RELEASED.

UNDER WHOSE AUTHORITY

OTHER THAN THE PROFESSIONAL

THIS ELECTRONIC DOCUMENT MAY

OF JACOBS ENGINEERING GROUP

INC. 777 MAIN ST., FORT WORTH TX,

SHEET ID

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Louisville District ®

M A

R K

D E

S C

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IP

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N

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C O

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E

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N N

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IN

E E

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IN

G G

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M a in

S tr e e t, F o rt

W o rt h

T X

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AMENDMENT 0003

KEY PLAN

P R

O J E

C T

N U

M B

E R

U

H H

Z P

T B

D

S-404

E N

L A

R G

E D

P L A

N S

D W

IS

N

IE

W

S K

I

M M

IL

L E

R

C S

A U

E R

U H

H Z

S

-4

OPT

SCALE 3/16" = 1'-0"

A1 ENLARGED PLAN - OPTION 2 - AUDITORIUM SLAB-ON-GRADE PLAN

NOTES:

1. SEE SHEET SB108 FOR GENERAL FOUNDATION NOTES.

2. F.S. - INDICATES WALL FOOTING STEP, RE: E3/S-504.

3. SEE SF101 FOR ELEVATED SLABS NOT SHOWN.

A

M E

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M E

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O C

T

10/27/2020

W

2Q R

R

-0

G

F

E

C.5

C

B

G.5

ELEC

CONTROL

AUDITORIUM

MECH

CORR

ACT-1

PT-1

CTB-1

CT-1

ACT-1/GYP-1/OTS-1

WP-1,3 / AWC-1,2,3

/PT-2,PT-3

RB-1

CPT-2/SC-2

OTS-1

PT-1

RB-1

SC-1

GREEN RM

ACT-1

PT-1 / PT-3

RB-1

CPT-2

OTS-1

PT-1 / AFP-1

RB-1

SC-1

ACT-1

PT-1

RB-1

CPT-2

114114

114114

OTS-1

PT-3

RB-1

CPT-2

OTS-1

PT-1

RB-1

CPT-2

ACT-1

PT-1/WP-1

CTB-1

CT-1

J

D

D.2

12.6 13.1 14 14.5 16 17

H

G.6

D.8

D.1

MECH YARD

100C

MENS

WOMENS

STG

130B

STG

130A

I-203A1

I-203

E1

C1

I-204E1 C1

120120

153153

153153

120120

I-201

A1 Sim

S226

S157

S158

175147

CORR

I-401

A8

I-402

A8

S255

I-204 A1

114114114114

S149

114114

114114

GYP-1

PT-1

RB-1

RF-1

STAIR 4

FINISH KEY LEGEND

CEILING FINISHES

ACT ACOUSTICAL CEILING TILE

EVC ELEVATOR CEILING

GYP PAINTED GYPSUM BOARD

OTS OPEN TO STRUCTURE

WALL FINISHES

AWC ACOUSTICAL WALL COVERING

EWP ELEVATOR WALL PANEL

FRP FIBER REINFORCED PANEL

PT PAINT

WP WALL PANEL

WT WALL TILE

BASE FINISHES

CTB PORCELAIN TILE BASE

CB METAL COVE TRANSITION

QTB QUARRY TILE BASE

RB RESILIENT BASE

FLOOR FINISHES

CPT CARPET TILE

CT PORCELAIN FLOOR TILE

QT QUARRY TILE

RF RESILIENT FLOORING

SC SEALED CONCRETE

SD STATIC DISSAPATIVE TILE

SDC STATIC DISSAPATIVE CARPET

WC WALK OFF CARPET TILE

CEILING FINISH

WALL FINISH

BASE FINISH

FLOOR FINISH

(ORIENTATION

OF FINISHES

IN FINISH

SYMBOL BOX)

BID OPTION LEGEND

HATCHED AREA INDICATES BASE

BID; REFER TO BASE BID DRAWINGS

TRUE NORTH

IGST

E S

R

NE

S A

ET

S T

A

I

RE

G

OF ET

X

E

ID

RE

IONTER R D

J E R I

L.

CHAM

PIN

E

164 8268

SCALE: 1/8"=1'-0"

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

F Y

A

F R

C C

O N

S O

L

ID

A T

E D

M

IS

S

IO

N C

O M

P L

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IN

S A

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Louisville District ®

M A

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S tr e e t, F o rt

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CERTIFIED FINAL DESIGN

KEY PLAN

OPT

OPTION 2

P R

O J E

C T

N U

M B

E R

U

H H

Z P

B

A

C

ED

T B

D

IN108

P A

R T

IA

L F

IN

IS

H A

N D

S

IG

N A

G E

P L A

N

L E

V E

L

O

P T

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N

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H A

M P

IN

E

H M

C E

L R

O Y

S L E

B E

A U

U H

H Z

IN

SCALE 1/8" = 1'-0"

A1

PARTIAL FINISH AND SIGNAGE PLAN - LEVEL 1 - OPTION 2

GENERAL NOTES - FINISH PLANS

A FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING

MATERIALS/FINISHES.

B REFER TO I-603 FOR FINISH LEGEND.

C ALL TRANSITIONS ARE TO OCCUR AT THE CENTERLINE

OF THE DOOR, DOORWAY OR CEILING LINE, UNLESS

OTHERWISE NOTED.

D REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL

INFORMATION.

E APPLY BASE AS SPECIFIED ON GYPSUM BOARD. DO NOT

APPLY BASE TO CMU WALLS.

F DEMOUNTABLE PARTITIONS ARE PROVIDED AS PART OF

THE FURNITURE, FIXTURES, AND EQUIPMENT PACKAGE,

FUNDED SEPERATELY FROM THE CONSTRUCTION

CONTRACT. DEMOUNTABLE PARTITIONS ARE SHOWN

HALF-TONE SCREENED FOR COORDINATION ONLY.

FLOORING AND WALL BASE TO BE INSTALLED PRIOR TO

DEMOUNTABLE PARTIITON INSTALLATION.

KEYNOTES

114 CORNER GUARD CG-2. REFER TO FINISH LEGEND

120 PAINT PT-3.

147 AFS-1; FIXED AUDITORIUM SEATING, CFCI. REFER TO

FINISH SCHEDULE I-603

151 MOTORIZED CURTAIN AND TRACK-ASC-1; VERIFY VIDEO

SCREEN WITH CONTRACTING OFFICER TO ENSURE

ADEQUATE CLEARANCE BETWEEN SCREEN AND

CURTAIN. REFER TO F1/A-314 FOR DETAIL.

153 STAIR NOSING TO MATCH WALL BASE AS SCHEDULED; 2"

LEGS WITH SQUARE NOSE AND TAPERED EDGE; TYP ALL

RISERS IN AUDITORIUM.

174 STAGE CURTAIN DRAW MACHINE - HERCULES MODEL

6505 - COORDINATE WITH MECHANICAL

175 AFS-2; FIXED AUDITORIUM SEATING W / TABLET ARM,

CFCI. REFER TO FINISH SCHEDULE I-603

179 VIDEO MONITOR SCREEN 264"W X 148"H; REFER TO A.V.

DRAWINGS

182 FLOORING UNDER FIXED SEATING TO BE SEALED

CONCRETE SC-2; REFER TO FINISH SCHEDULE I-603

196 ROOM TO RECEIVE AFP-1 ON WALLS; COORDINATE WITH

MECHANICAL EQUIPMENT

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8 9 9.5 10 11 11.5 12 12.5 13

E

C.5

C

B

A

114114114

TYP. ALL

COLUMNS

AT EXTERIOR

WALL

111111

114114

114114114114

109105

132132

132 132 132 132 132 132 132 132 132 132 132 123123 123 123123123

ELEV

202A

STG

A1 STG

203E

STAIR 3

CORR

JAM

232P

JA CONF

232D

COURT

REPORTER

230C

CONF

FILING

232C

VISIT ATTY

230E

VISIT ATTY

230D

DELIBERATION

ROOM

230ACORR

BOARD

ROOM

230B

STAIR 4

MECH

ELEC

TR

BREAK

IG SIPR

CAFE

215H

JAN

TR

STG

215A

WOMENS

MENS

JA

JA

EVC-1

EWP-1

NO BASE

CT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

FRP-1/PT-1

RB-1

CPT-1 ACT-1

PT-1

RB-1

CPT-1

OTS-1

FRP-1/PT-1

RB-1

SC-1

OTS-1

PT-1

RB-1

SD-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

RF-1

OTS-1

PT-1

RB-1

SC-1

OTS-1

PT-1

RB-1

SC-1

OTS-1

PT-1

RB-1

SD-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

OTS-1

PT-1

RB-1

SC-1

S161

S159

S164

S165

S166

S167

S168

S169

S170

S171S173S174S175S176S177S178S179S180S181S182S183S184S185

S186

S187 S188

S189

S190 S191

S193

S205

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-2,3

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-2,3 / WP-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-2,3

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

123123132132132132 132 132 132 132 132 132 132 132

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ACT-1

PT-1

RB-1

CPT-1

ELECTRICAL

ACT-1

PT-1

RB-1

RF-1

IG

111111111

MATCHLINE

B1 IN110

D

D.2

12.6 13.1 14

D.8

D.1

0.A

I-401

A3

I-201

A1 Sim

I-202 C4

C1

A1

E1120120

120120

CT-1

CPT-1

CPT-1

CT-1

JA

120120

M A

T C

H L

IN

E

B

IN

M A

T C

H L

IN

E

C

IN

111111

106 106 106

S194

S195

S231

S232

S240

CORR

S241 S243

S244

S245 S246

S247

S248

S249 S250

S251

S145

S253

ACT-1

PT-1

RB-1

CPT-1

JA DIR

233E

JAZ

232F

JAO

232G

JAA

232H

JAA

232J

JAA

232M JAA

232K

JAA

232LVISIT ATTY

232N

JAM

232P

SUPER

233C

JA DEP DIR

233D

CC

233B VISIT ATTY

272D

VISIT ATTY

272C

S258

S259 276276276

I-202 E5

S im

(3)

/4

114114 114114

S272

FINISH KEY LEGEND

CEILING FINISHES

ACT ACOUSTICAL CEILING TILE

EVC ELEVATOR CEILING

GYP PAINTED GYPSUM BOARD

OTS OPEN TO STRUCTURE

WALL FINISHES

AWC ACOUSTICAL WALL COVERING

EWP ELEVATOR WALL PANEL

FRP FIBER REINFORCED PANEL

PT PAINT

WP WALL PANEL

WT WALL TILE

BASE FINISHES

CTB PORCELAIN TILE BASE

CB METAL COVE TRANSITION

QTB QUARRY TILE BASE

RB RESILIENT BASE

FLOOR FINISHES

CPT CARPET TILE

CT PORCELAIN FLOOR TILE

QT QUARRY TILE

RF RESILIENT FLOORING

SC SEALED CONCRETE

SD STATIC DISSAPATIVE TILE

SDC STATIC DISSAPATIVE CARPET

WC WALK OFF CARPET TILE

CEILING FINISH

WALL FINISH

BASE FINISH

FLOOR FINISH

(ORIENTATION

OF FINISHES

IN FINISH

SYMBOL BOX)

TRUE NORTH

IGST

E S

R

NE

S A

ET

S T

A

I

RE

G

OF ET

X

E

ID

RE

IONTER R D

J E R I

L.

CHAM

PIN

E

164 8268

SCALE: 1/8"=1'-0"

SHEET ID

G

2 3 4 5 6 7 8 9 10

F

E

D

C

B

A

US Army Corps of Engineers

F Y

A

F R

C C

O N

S O

L

ID

A T

E D

M

IS

S

IO

N C

O M

P L

E X

P

H A

S E

R O

B

IN

S A

IR

F

O R

C E

B A

S E

G

E O

R G

IA

Louisville District ®

M A

R K

D E

S C

R

IP

T

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N

U S

A R

M Y

C O

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S O

F E

N G

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S

D R

A W

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D E

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D B

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B Y

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C H

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D B

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A N

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D A

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C O

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S O

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A

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N N

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D A

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M A

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D E

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N

D R

A W

IN

G

C O

D E

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D

T B

D

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C T

V S

A R

O N

I F

IL

E

N A

M E

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IS

V

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L E

D

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T R

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V

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L E

K

E N

T U

C K

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J A

C O

B S

E N

G

IN

E E

R

IN

G G

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U P

I N

C

M a in

S tr e e t, F o rt

W o rt h

T X

J A

C O

B S

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D

CERTIFIED FINAL DESIGN

KEY PLAN

E

AREA E

P R

O J E

C T

N U

M B

E R

U

H H

Z P

CB

D A

T B

D

IN113

P A

R T

IA

L F

IN

IS

H A

N D

S

IG

N A

G E

P L A

N

L E

V E

L

A

R E

A E

J C

H A

M P

IN

E

H M

C E

L R

O Y

S L E

B E

A U

U H

H Z

IN

1/8" = 1'-0"B1

PARTIAL FINISH AND SIGNAGE PLAN - LEVEL 2 - AREA E

GENERAL NOTES - FINISH PLANS

A FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING

MATERIALS/FINISHES.

B REFER TO I-603 FOR FINISH LEGEND.

C ALL TRANSITIONS ARE TO OCCUR AT THE CENTERLINE

OF THE DOOR, DOORWAY OR CEILING LINE, UNLESS

OTHERWISE NOTED.

D REFER TO REFLECTED CEILING PLANS FOR ADDITIONAL

INFORMATION.

E APPLY BASE AS SPECIFIED ON GYPSUM BOARD. DO NOT

APPLY BASE TO CMU WALLS.

F DEMOUNTABLE PARTITIONS ARE PROVIDED AS PART OF

THE FURNITURE, FIXTURES, AND EQUIPMENT PACKAGE,

FUNDED SEPERATELY FROM THE CONSTRUCTION

CONTRACT. DEMOUNTABLE PARTITIONS ARE SHOWN

HALF-TONE SCREENED FOR COORDINATION ONLY.

FLOORING AND WALL BASE TO BE INSTALLED PRIOR TO

DEMOUNTABLE PARTIITON INSTALLATION.

KEYNOTES

105 PAINT STRINGER AND HANDRAIL PT-4.

106 PAINT COLUMN WRAPS PT-1.

109 STAIR TREADS/RISERS AND LANDINGS RF-1.

111 CORNER GUARD CG-1. REFER TO FINISH LEGEND.

114 CORNER GUARD CG-2. REFER TO FINISH LEGEND

120 PAINT PT-3.

123 INSTALL WS-2 WINDOW SHADE AT CONFERENCE

PERIMETER WINDOWS. REFER TO ARCHITECTURE AND

INTERIOR FINISH LEGEND FOR DETAILS.

132 INSTALL WS-1 WINDOW SHADE AT EXTERIOR WINDOWS,

UON. REFER TO FINISH LEGEND ON SHEET I-603.

276 RECESSED, PREFABRICATED CELL PHONE LOCKERS.

ALUMINIUM FINISH. CFCI.

OMITTED

OMITTED

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