B3_B615_Final_Design_Plans_Aug_12_2019_Sheet_31-35_of_191.pdf

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US Army Corps of Engineers ®

JOINT BASE SAN ANTONIO

FORT SAM HOUSTON, TX

RENOVATION OF BUILDING 615

FINAL SUBMITTAL

AUGUST 12, 2019

323D ARMY BAND "FORT SAM'S OWN"

CONTRACT NUMBER : -

SOLICITATION NUMBER : W9126G19B3286

FORT SAM HOUSTON, TEXAS

EE AC

UNIT

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714.881

TR PALM

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FIRE

VALVE

POST

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21.42'

39.97'

14.67'

.8

7'

9.06'

21.3'

12.0'

SS

SS

CO

FH2

N 13709028.55

E 2141638.35

N 13709015.37

E 2141651.53

N 13709013.38

E 2141653.48

N 13709015.38

E 2141733.29

N 13708980.51

E 2141733.07

N 13709015.42

E 2141741.24

N 13709013.50

E 2141743.27

N 13709034.80

E 2141742.92

N 13709055.39

E 2141740.59

CU-101

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E n g i n e e r i n g

F i

SCALE IN FEET

0 6'

12'

BLDG 615

WEST WING

DWS DWS

BLDG 615

EAST WING

DWS

DWS

DWS

DWS

DWS

DWS

D W

S

D W

S

DWS

NEW 6 IN PVC C900 FIRE WATER

CONSTRUCTION NOTES

NEW 2.5 IN PVC SCH 80 DOMESTIC WATER

NEW DOUBLE CHECK VALVE

NEW GATE VALVE

REFER DETAIL B2, SHEET C-503

SEWER AND WATER LINE CROSSING, TYPICAL

WATER LINE ABOVE SEWER LINE. MAINTAIN

MINIMUM VERTICAL SEPARATION OF 12 IN.

NEW POST INDICATOR VALVE

NEW DRY BARREL FIRE HYDRANT

REFER DETAIL A1, SHEET C-503

REFER DETAIL A4, SHEET C-503

REFER DETAIL A3, SHEET C-504

AUG 12, 2019

(TYP SEWER/WATER CROSSING)

EX FIRE HYDRANT

AutoCAD SHX Text

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AutoCAD SHX Text C1

AutoCAD SHX Text C-301

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FP FL -

FP FL +FP FL -

FH / PORT 2

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E TRANSFORMER

E ELE

METER

SS

SANITARY SEWER MH

APPEARS TO BE INACTIVE

TC: 718.29

INVERT: 712.36

N: 13709189.4600' E:2141604.2220'

RIM ELEVATION

718.3'

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C101

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CO

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W

W

W W

W W

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A

N

S

A

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A

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A

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A

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A N

S A

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A N

S A

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A N

S A

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A N

S A

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A N

S A

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A N

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

SAN

WWWWWWWWWWW

S A

N

S A

N

S A

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S A

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S A

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S A

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S A

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S A

N

S A

N

RIM = 715.42+-

INV OUT EAST 708.54+_

INV IN NW = 708.54+-

INV IN N = 708.60

RIM = 715.42

INV = 709.77

RIM = 716.00 +-

INV = 712.00

RIM = 717.30+-

INV = 710.59

FF ELEV = 715.12

FF ELEV = 713.89

RIM = 714.90+-

INV = 707.08

RIM = 715.42+-

INV IN W 706.60+_

INV IN N 706.60

INV OUT E = 706.60+-

NEW DOUBLE CLEANOUT

NEW DOUBLE CLEANOUT

NEW SS MANHOLE

NEW DOUBLE CLEANOUT

(REFER PLUMBING)

NEW DOUBLE CLEANOUT

(REFER PLUMBING)

NEW SS MANHOLE

72.34'

7.

.9

1'

W

W

CO

CO

SS

CO

S A

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A N

S A

N S

A N

S A

N S

A N

S A

N S

A N

S A

N S

A N

S A

N

RIM = 717.00+-

INV = 711.30

NEW DOUBLE CLEANOUT

CO

CO

RIM = 717.30+-

INV = 710.36

NEW DOUBLE CLEANOUT

(REFER PLUMBING)

NEW OWS

REFER PLUMBING FOR DETAILS

N 13709136.39

E 2141734.34

N 13709206.60

E 2141734.86

N 13709206.20

E 2141665.19

N 13709183.82

E 2141665.20

N 13709124.50

E 2141665.13

N 13709006.17

E 2141659.34

N 13709005.41

E 2141736.96

N 13709051.01

E 2141750.02

CU-102

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BLDG 615

WEST WING

BLDG 615

EAST WING

DWS

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DWS

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CMP

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CMP CMP CMP

CMP

CMP

NEW 6 IN PVC C900 SEWER PIPE

CONSTRUCTION NOTES

NEW SANITARY SEWER MANHOLE

REFER DETAILS A1, A2, A3, AND A4, SHEET C-505

NEW DOUBLE CLEANOUT, REFER PLUMBING

NEW DOUBLE CLEANOUT, SHEET C-506

REFER DETAIL B1, SHEET C-506

SEWER AND WATER LINE CROSSING, TYPICAL

WATER LINE ABOVE SEWER LINE. MAINTAIN

MINIMUM VERTICAL SEPARATION OF 12 IN.

AUG 12, 2019

(TYP SEWER/WATER CROSSING)

AutoCAD SHX Text 710.50

AutoCAD SHX Text

AutoCAD SHX Text

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EWS

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EWS

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EWS

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EWS

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EWS

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EWS

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EWS

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EWS

AutoCAD SHX Text

EWS

AutoCAD SHX Text

EWS

AutoCAD SHX Text B3

AutoCAD SHX Text C-302

AutoCAD SHX Text C2

AutoCAD SHX Text C-301

AutoCAD SHX Text

3'0" TYP

4 IN CONCRETE SIDEWALK

CUSHION SAND

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

F

T

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I N

NEW 6 IN FIRE WATER LINE

2 IN SAND LEVELING COURSE

fc' = 3000 PSI

I N

PEA GRAVEL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

COMPACTED BACKFILL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

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6 IN TxDOT GRADES 1, 2 OR 3 COMPACTED TO 95% RELATIVE

COMPACTION ASTM D-1557 (SEE NOTE 1)

NOTE 1: CRUSHED LIMESTONE - TYPE A, GRADES 1, 2 OR 3

OF 2014 TXDOT SPECIFICATIONS FOR CONSTRUCTION

AND MAINTENANCE OF HWYS, STREETS, & BRIDGES

3'0" TYP

4 IN CONCRETE SIDEWALK

CUSHION SAND

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

V A

R I E

S

NEW 6 ALUMINIZED CMP

2 IN SAND LEVELING COURSE

fc' = 3000 PSI

I N

PEA GRAVEL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

COMPACTED BACKFILL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

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6 IN TxDOT GRADES 1, 2 OR 3 COMPACTED TO 95% RELATIVE

COMPACTION ASTM D-1557 (SEE NOTE 1)

NOTE 1: CRUSHED LIMESTONE - TYPE A, GRADES 1, 2 OR 3

OF 2014 TXDOT SPECIFICATIONS FOR CONSTRUCTION

AND MAINTENANCE OF HWYS, STREETS, & BRIDGES

3'0" TYP

4 IN CONCRETE SIDEWALK

CUSHION SAND

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

V A

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S

NEW 6 IN SEWER LINE

2 IN SAND LEVELING COURSE

fc' = 3000 PSI

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PEA GRAVEL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

COMPACTED BACKFILL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

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6 IN TxDOT GRADES 1, 2 OR 3 COMPACTED TO 95% RELATIVE

COMPACTION ASTM D-1557 (SEE NOTE 1)

NOTE 1: CRUSHED LIMESTONE - TYPE A, GRADES 1, 2 OR 3

OF 2014 TXDOT SPECIFICATIONS FOR CONSTRUCTION

AND MAINTENANCE OF HWYS, STREETS, & BRIDGES

3'0" TYP

2 IN HOT MIX ASPHALT

PRIME COAT

TACK COAT

12 IN MIN

EXISTING PAVEMENT

F

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PAVEMENT EDGE

EXISTING STONE BASE

CUSHION SAND

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

NEW 6 IN FIRE WATER LINE

6 IN TxDOT GRADES 1, 2 OR 3 COMPACTED TO 95% RELATIVE

COMPACTION ASTM D-1557 (SEE NOTE 1)

PEA GRAVEL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

COMPACTED BACKFILL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

I N

I N

NOTE 1: CRUSHED LIMESTONE - TYPE A, GRADES 1, 2 OR 3

OF 2014 TXDOT SPECIFICATIONS FOR CONSTRUCTION

AND MAINTENANCE OF HWYS, STREETS, & BRIDGES

3'0" TYP

2 IN HOT MIX ASPHALT

PRIME COAT

TACK COAT

12 IN MIN

EXISTING PAVEMENT

V A

R I E

S

SAW CUT

PAVEMENT EDGE

EXISTING STONE BASE

CUSHION SAND

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

NEW 6 IN SEWER LINE

PEA GRAVEL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

COMPACTED BACKFILL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

I N

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6 IN TxDOT GRADES 1, 2 OR 3 COMPACTED TO 95% RELATIVE

COMPACTION ASTM D-1557 (SEE NOTE 1)

NOTE 1: CRUSHED LIMESTONE - TYPE A, GRADES 1, 2 OR 3

OF 2014 TXDOT SPECIFICATIONS FOR CONSTRUCTION

AND MAINTENANCE OF HWYS, STREETS, & BRIDGES

US Army Corps of Engineers ®

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NOT TO SCALE

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TRENCH RESURFACING BELOW SIDEWALK

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C2

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TRENCH RESURFACING BELOW SIDEWALK

SEWER LINE

C4

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TRENCH RESURFACING BELOW SIDEWALK

ALUMINIZED CMP

A1

C-301

TRENCH RESURFACING BELOW AC PAVEMENT

FIREWATER LINE

A2

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TRENCH RESURFACING BELOW AC PAVEMENT

SEWER LINE

AUG 12, 2019

3'0" TYP

SOD

F

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CUSHION SAND

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

NEW 6 IN FIRE WATER LINE

PEA GRAVEL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

COMPACTED BACKFILL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

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SOD

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COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

NEW 6 IN SEWER LINE

PEA GRAVEL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

COMPACTED BACKFILL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

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SOD

V A

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CUSHION SAND

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

NEW 6 IN ALUMINIZED CMP

PEA GRAVEL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

COMPACTED BACKFILL

COMPACTED TO 95% RELATIVE COMPACTION, ASTM D-1557

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C-302

NOT TO SCALE

B1

C-302

TRENCH RESURFACING BELOW GRASSY AREA

FIREWATER LINE

B3

C-302

TRENCH RESURFACING BELOW GRASSY AREA

SEWER LINE

A1

C-302

TRENCH RESURFACING BELOW GRASSY AREA

ALUMINIZED CMP

AUG 12, 2019

717.137

UGW -

716.608

CON2

716.074

CON

716.472

CON

716.895

CON2

716.692

CON

716.910

CON PC

717.224

CON2 PC

716.456

CON7

716.546

CON7

716.548

CON7

716.656

CON7

716.737

CON7716.796

CON7

717.074

CON7

717.141

CON7

717.369

CON7 716.584

CON7

716.623

CON7

717.405

CON7

716.234

CON10

716.666

CON10 CLS

DRAIN

0.4' DIA.716.014

CON10 + 715.909

CON10

716.874

CON8 -

716.180

BL +

715.929

BL -

715.870

BL

716.985

CON PC

717.150

CON

717.270

CON PT

718.207

TW

717.252

BL1717.341

BL1

717.941

XP/ TOP WALL

717.381

CON +

717.464

CON

717.231

CON

717.107

BL -

717.074

COL 1.45 SQ

715.03

714.78

717.30

717.10

717.10

716.91

716.87

717.21 717.14

717.20

717.10

717.04

716.93 716.87

717.10

716.82

714.78

717.04

716.95

716.92

716.85

716.76 716.67

716.81

716.67

716.76

716.63

716.47

716.44

716.70

714.72

714.82

714.72

714.72

714.82

714.97

714.70

716.53

716.55

4'

4'

BEGIN PAV CONS

N 13709210.63

E 2141674.35

717.71

R2'

R2.5'

N 13709185.66

E 2141668.24

N 13709175.17

E 2141657.74

N 13709175.17

E 2141665.74

N 13709170.67

E 2141659.29

N 13709170.67

E 2141665.74

N 13709148.50

E 2141659.38

N 13709148.50

E 2141665.74

4'

4'

4'

18.8'

.6

7'

.1 9'

18.87'

715.42

4'

717.45

4'

R2'

R2' 5'

N 13709205.13

E 2141671.73

N 13709205.79

E 2141672.52

10.46' 46.07'

4'

717.43

717.26

BW

BW

BW

BW

BW

BW

BW

BW

BW

BC

BC

BC

BC

BC

BC

BC

BC

TC

TC

TC

TC

TC

717.64

717.45

717.55

717.20

717.15

716.97

716.94

BC

BC

BC

BC

BC

BC

BC

TC

TC

TC

TC

TC

TC

TC

717.60

TC

BC

718.20

718.00 717.47

BC

BC

TC

TC TC

RFD

RFD

RFD

4'

3'

N 13709132.31

E 2141668.22

N 13709127.62

E 2141671.65

CS-401

FINAL SUBMITTAL

K E

N A

L L

F

R E

E S

E

A

C

H O

L S

H O

U S

T O

N

T

E X

A S

E N

L A

R G

A

I N

A G

E

P

L A

N

I

J O

I N

T

B

A S

E

S

T

O N

O R

T

S

U

S T

O N

T

E X

A S

R E

N O

V A

T I O

N

O

F

B

U I L D

I N

G

S O

L I C

I T

A T

I O

N

N

O

D E

S I G

N E

D

B

Y

D E

S C

R I P

T I O

N

A

M A

R K

S I Z

E

S U

B M

I T

T E

D

B

Y

D A

T E

C O

N T

R A

C H

E C

K E

D

B

Y

D R

A W

N

B

Y

I S

S U

E

D

A T

E

SHEET ID

B

C

D

E

F

G

2 3 4 5 6 7 8 9 10

US Army Corps of Engineers

R A

M

R

A O

P

E

R A

M

R

A O

P

E

D

D

A Y

A N

A N

D A

P

E

A N

S I

D

A U

G U

W G

B

U S

A

R M

Y

C

O R

E

N G

I N

E E

R S

S O

U T

H W

E S

T E

V

I S

I O

N

F O

R

S

T R

I C

T

K e n a l l

C o n s u l t i n g

E n g i n e e r s

I n c

T e x a s

R e g i s t e r e d

E n g i n e e r i n g

F i e e s e a n d

N i c h o l s

I n x a s

R e g i s t e r e d

E n g i n e e r i n g

F i

SCALE IN FEET

0 6'

12'

2% MAX

2% MAX

2% MAX

2% MAX

2% MAX

2% MAX

X

X

X

X

BLDG 615

WEST WING

NEW SOD TIFFWAY 419 BERMUDA

CONSTRUCTION NOTES

NEW STAIRWELL

NEW 4 IN SIDEWALK

REFER ARCHITECTURAL.

NEW 6 IN VERTICAL CURB

REFER DETAIL C- 3 SHEET C-502 FOR DETAIL.

NEW VERTICAL CURB, HT 717 FEET

NEW VERTICAL CURB

NEW TRENCH DRAIN CONNECT TO EX FRENCH DRAIN

REFER DETAILS C-3 AND B-3 SHEET C-507 FOR DETAIL.

NEW VERTICAL CURB

TOP OF CURB ELEV (REFER THIS SHT)

REFER DET C-3 SHEET C-502 FOR DETAIL.

REFER SHEETS C-501 AND C-502 FOR DETAILS.

REFER DETAIL C-3 SHEET C-502 FOR DETAIL.

REFER DETAIL C-1 SHEET C-501 FOR DETAIL.

NEW EXTERIOR PORCH

REFER ARCHITECTURAL.

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D

E F

D E

F D

E F

D

E F

D E

F D

E F

D E

F D

E F

D E

F D

E F

D E

F D

EFD

EFD EFD

EFD

EFD

EFD EFD

EFD

EFD

EFD

EFD

EFD

BEGIN VERTICAL CURB

NEW VERTICAL CURB

LEGEND

NEW AC PAVEMENT

NEW CONCRETE SIDEWALK

NEW SOD

NEW GRAVEL

NEW 2 IN AC PAVEMENT OVER 6 INCH BASE

TOP OF CURB ELEV (REFER THIS SHT)

REFER DET C-1 SHEET C-502 FOR DETAIL.

REFER DETAIL C-3 SHEET C-502 FOR DETAIL.

5% MAX

FF ELEV = 714.78

FF ELEV AT TOP OF INTERIOR STAIR = 717.10

CONFORM TO EX GRADE

AUG 12, 2019

GRADE TO SOUTH/SOUTHEAST TO PROVIDE

POSITVE DRAINAGE (5 FOOT BEHIND NEW CURB/WALK)

TRENCH DRAIN NOTE

1) U/S END ELEV = S/W ELEV LESS 10 IN

2) D/S END ELEV = U/S ELEV LESS LENGTH OF TRENCH

DRAIN X 1% SLOPE

3) REFER C-3, SHT C-507 FOR ELEV DETAIL.

PROVIDE 2 LAYERS OF 5 OZ WEED BARRIER UNDER

LANDSCAPE GRAVEL FOR WEED CONTROL

NOTE:

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