s001€¦ · monument sign base bid 1915 established 1915 established 3 '-6 "...

S001

TYPE A

FOUNDATION

MONUMENT SIGN

BASE BID

1915Established

1915Established

3'-6"

16'-11"

13'-8"

17'-3"

1'-6"

1'-6"

[ DS 1

[ DS 2 [ DS 3

1'-9"

1'-9"

LE

NG

TH

OF

DS 20'-0"

1'-6"

TOP OF DS 1

TOP OF DS 2

TOP OF DS 3

AA

B

B

20'-0"

[ OF DS

#5 @ 12" C/C

[ CAP & DS

(T

YP)

1'-0"

CONST JT

(TYP)

CONST JT

T=1'-6"

- CONSTRUCTION JOINTCONST JT

- BOTTOMBOTT

- THICKNESST

- CLEAR COVERCLR COV

DS - DRILLED SHAFT

LEGEND:

& BOTT)

FLAT TURNS TOP

PITCH (1 •

#3 SPIRAL AT 6"

DETAILS (BY OTHERS)

SEE ARCHITECTURAL DRAWINGS FOR

(TYP FOR ALL DS)

6 ~ #6

CLR COV

3"

FINISHED GRADE

(TYP)

18" DS

1'-0"

3"

MI

N

1'-0"

1'-9"1'-9" 2 EQ SPA AT 6'-8 •" = 13'-5"

BOTT)

3-#5(TOP &

BOTT)

3-#5(TOP &

(TOP & BOTT)

#5 @ 12" C/C

GENERAL NOTES

INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

SUPERSTRUCTURE DETAILS SHALL BE FURNISHED AND

ALL NECESSARY ANCHORAGE, CONNECTIONS AND 11.

DISCOVERED.

ARCHAEOLOGICAL ARTIFACTS OR GRAVES ARE

ALL EXCAVATION MUST STOP IF ANY 10.

IS THE ONLY OPTION.

THEY ARE SO HAZARDOUS THAT LANDFILLING THEM

BECOME THE PROPERTY OF THE EXCAVATOR, UNLESS

ALL SOILS MUST STAY ON PROPERTY, AND DO NOT 9.

CROSSINGS.

ACEQUIA/MISSION AND 99TH STREET/MISSION

THESE FOUNDATION DETAILS ARE ONLY FOR 8.

LOCATIONS.

7. SEE SITE PLAN FOR FOOTING ELEVATIONS AND

DETAILS AND CONNECTION LOCATIONS.

6. SEE ARCHITECTURAL DRAWINGS FOR ARCHITECTURAL

INFORMATION AND CONSTRUCTION RECOMMENDATIONS.

SEE GEOTECHNICAL REPORT NO. 2016-426 FOR SOIL 5.

CAST AGAINST EARTH AND 2 INCHES ELSEWHERE.

REINFORCEMENT IS 3 INCHES FOR CONCRETE

4. MINIMUM CONCRETE CLEAR COVER FOR

ALL REINFORCING STEEL SHALL BE GRADE 60.3.

CONCRETE STRENGTH F'c = 3,600 PSI.2.

DESIGNED PER ACI 318-08.

REINFORCED CONCRETE FOUNDATIONS ARE 1.

SCALE: N.T.S.

PLAN

SECTION B-B

SCALE: N.T.S.

SECTION A-ASCALE: N.T.S.

SCALE: N.T.S.

ELEVATION (REINFORCEMENT NOT SHOWN)

(TYP)

1'-0"

1'-6"

1'-6"

1'-6"

1'-0"

4"

3'-6"

1'-0"1'-0"

CL

R

2‚

"

(T

YP)

3"

CL

R

1'-0"

1'-0"

9"

(T

YP)

3"

CL

R

4" 9"

#4 @ 12" C/C

#4 @ 12" C/C

CL

R

2‚

"

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

WWW.GD-US.COM

SAN ANTONIO, TEXAS

MUNICIPAL AIRPORT

GONZALEZ DE LA GARZA

MQ

PH

JG

SIGNAGE

DIRECTIONAL

MONUMENT &

STINSON

TBPLS NO. 10193922

TBPE FIRM NO. 10015

p:210.208.9400 f:210.208.9401

SAN ANTONIO, TX 78229

4800 FREDERICKSBURG RD, SUITE 200SL

STINSON

NOVEMBER 13, 2017

SHEET NUMBER

DATE ISSUED:

SHEET TITLE

REVISIONS

PR

OF

ESS

O ALN

G

NE

ER

E

ST

ATE OF TE

XA

S

N

MOHAMMED QUMRUZZAMAN

101613LI

C ENSE

D

SURVEYORS ENGINEERS CONTRACTORS

5/2/2018

S002

TYPE B1 & B2

FOUNDATION

DIRECTORY SIGN

ALT 1 & ALT 4

1915Established

1915Established

1'-6"

1'-6"

[ DS 1

[ DS 2

LE

NG

TH

OF

DS 20'-0"

1'-6"

TOP OF DS 1 TOP OF DS 2

AA

B

B

SECTION A-A

SECTION B-B

20'-0"

1'-1"

1'-1"

2'-2"

[ OF DS

PLAN

[ CAP & DS(

TY

P)

1'-0"

DETAILS (BY OTHERS)


T=1'-6"

(TOP & BOTT)

#5 @ 12" C/C

(TYP)

CONST JT

(TOP & BOTT)

#5 @ 12" C/C


- BOTTOMBOTT

- THICKNESST


DS - DRILLED SHAFT

LEGEND:

CO

V

3"

CL

R

& BOTT)

FLAT TURNS TOP

PITCH (1 •

#3 SPIRAL AT 6"

(TYP FOR ALL DS)

6 ~ #6

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

FINISHED GRADE

FINISHED GRADE

(TYP)

18" DS


CLR COV

3"

MI

N

1'-0"

3"

INSTALLED PER MANUFACTURER'S SPECIFICATIONS.

SUPERSTRUCTURE DETAILS SHALL BE FURNISHED AND

ALL NECESSARY ANCHORAGE, CONNECTIONS AND 10.

ARTIFACTS OR GRAVES ARE DISCOVERED.

ALL EXCAVATION MUST STOP IF ANY ARCHAEOLOGICAL 9.

THE ONLY OPTION.

THEY ARE SO HAZARDOUS THAT LANDFILLING THEM IS

BECOME THE PROPERTY OF THE EXCAVATOR, UNLESS

ALL SOILS MUST STAY ON PROPERTY, AND DO NOT 8.

LOCATIONS.

7. SEE SITE PLAN FOR FOOTING ELEVATIONS AND

DETAILS AND CONNECTION LOCATIONS.

6. SEE ARCHITECTURAL DRAWINGS FOR ARCHITECTURAL

INFORMATION AND CONSTRUCTION RECOMMENDATIONS.

SEE GEOTECHNICAL REPORT NO. 2016-426 FOR SOIL 5.

CAST AGAINST EARTH AND 2 INCHES ELSEWHERE.

REINFORCEMENT IS 3 INCHES FOR CONCRETE


ALL REINFORCING STEEL SHALL BE GRADE 60.3.


DESIGNED PER ACI 318-08.

REINFORCED CONCRETE FOUNDATIONS ARE 1.

NOTES:

BOTT)

3-#5(TOP &

BOTT)

3-#5(TOP &

(TYP)

1'-0"

C

C

1'-6"

SECTION C-C

20'-0"

[ OF DS

(TOP & BOTT)

#5 @ 12" C/C

SCALE: N.T.S.

BOTT)

3-#5(TOP &

1'-0"

1'-6"

1'-6"

1'-0"

(T

YP)

3"

CL

R

4"

4"4"

CL

R

2‚

"

2'-2"

6'-10"

1'-9"3'-4"1'-9"

4"

4"

UJT

CONST

(2) BARS U

BARS U (#4)

7ƒ

"

4"

3‚" 1†"

1†

"3‚

"

(T

YP)

3"

CL

R

2'-2"

4"

4"

(BY OTHERS)

ANCHOR BOLTS1

1

OF SIX INCHES INTO MAIN FOUNDATION

SIGN SHALL BE EMBEDDED A MINIMUM

ANCHOR BOLTS USED FOR THE DIRECTORY

JOINT

CONSTRUCTION

PERMISSIBLE

1'-6" 8" 9"

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

WWW.GD-US.COM

SAN ANTONIO, TEXAS

MUNICIPAL AIRPORT


MQ

PH

JG

SIGNAGE

DIRECTIONAL

MONUMENT &

STINSON

TBPLS NO. 10193922

TBPE FIRM NO. 10015

p:210.208.9400 f:210.208.9401



STINSON

NOVEMBER 13, 2017

SHEET NUMBER

DATE ISSUED:

SHEET TITLE

REVISIONS

PR

OF

ESS

O ALN

G

NE

ER

E

ST

ATE OF TE

XA

S

N


101613LI

C ENSE

D


5/2/2018

S003

CROSSING

AT ACEQUIA/MISSION

WALL FOUNDATION

BASE BID

1915Established

1915Established

1'-6"

SECTION B-B

20'-0"

[ OF DS

1'-6

" 1'-6"

3 EQ SPA AT 7'-4ƒ"

[ DS 1

[ DS 2

[ DS 4

B

B

25'-2"

1'-6"

LE

NG

TH

OF

DS 20'-0"

SECTION C-C

PLAN

CC

TOP OF DS 1

TOP OF DS 2TOP OF DS 4

1'-0"

3-#5(TOP & BOT)

1'-0"

1'-0"

2'-0"

[ DS 3

TOP OF DS 3

[ CAP & DS

DETAILS (BY OTHERS)



- BOTTOMBOTT

- THICKNESST


DS - DRILLED SHAFT

LEGEND:

(TOP & BOTT)

#5 @ 12" C/C

(TYP)

CONST JT

T=1'-6"

2'-0"

1'-0"

1'-0"

1'-0"

(TYP FOR ALL DS)

3 ~ #6

12"

(T

YP)

1'-0"

12"

1'-0"

& BOTT)

FLAT TURNS TOP

PITCH (1 •

#3 SPIRAL AT 6"

(TOP & BOTT)

#5 @ 12" C/C

CO

V

3"

CL

R

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

FINISHED GRADE

(TYP)

12" DS


CLR COV

3"

MI

N

1'-0"

3"

FINISHED GRADE

SPECIFICATIONS.

INSTALLED PER MANUFACTURER'S

DETAILS SHALL BE FURNISHED AND

CONNECTIONS AND SUPERSTRUCTURE

ALL NECESSARY ANCHORAGE, 10.

ARE DISCOVERED.

ARCHAEOLOGICAL ARTIFACTS OR GRAVES


THE ONLY OPTION.

HAZARDOUS THAT LANDFILLING THEM IS

THE EXCAVATOR, UNLESS THEY ARE SO

AND DO NOT BECOME THE PROPERTY OF

ALL SOILS MUST STAY ON PROPERTY, 8.

ELEVATIONS AND LOCATIONS.

7. SEE SITE PLAN FOR FOOTING

CONNECTION LOCATIONS.

ARCHITECTURAL DETAILS AND

6. SEE ARCHITECTURAL DRAWINGS FOR

CONSTRUCTION RECOMMENDATIONS.

2016-426 FOR SOIL INFORMATION AND

SEE GEOTECHNICAL REPORT NO. 5.

INCHES ELSEWHERE.

CONCRETE CAST AGAINST EARTH AND 2

REINFORCEMENT IS 3 INCHES FOR


GRADE 60.

ALL REINFORCING STEEL SHALL BE 3.


ARE DESIGNED PER ACI 318-08.

REINFORCED CONCRETE FOUNDATIONS 1.

NOTES:

BOTT)

3-#5(TOP &

(TYP)

1'-0"

4"

(TYP)

6"#4 @ 12" C/C

CL

R

2‚

"

CL

R

2‚

"

4"

(T

YP)

3"

CL

R

6"6"

#4 @ 12" C/C

6"

(TYP)

6"

6"

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

WWW.GD-US.COM

SAN ANTONIO, TEXAS

MUNICIPAL AIRPORT


MQ

PH

JG

SIGNAGE

DIRECTIONAL

MONUMENT &

STINSON

TBPLS NO. 10193922

TBPE FIRM NO. 10015

p:210.208.9400 f:210.208.9401



STINSON

NOVEMBER 13, 2017

SHEET NUMBER

DATE ISSUED:

SHEET TITLE

REVISIONS

PR

OF

ESS

O ALN

G

NE

ER

E

ST

ATE OF TE

XA

S

N


101613LI

C ENSE

D


5/2/2018

S004

BASE BID

MISSION CROSSING

AT 99TH STREET/

WALL FOUNDATION

1915Established

1915Established

1'-6

" 1'-6"

4 EQ SPA AT 11'-5"

[ DS 1

[ DS 2

B

B

48'-8"

1'-6"

SECTION C-C

PLAN

CC

TOP OF DS 1

TOP OF DS 5

1'-0"

1'-0"

1'-0"

2'-0"

[ DS 4

TOP OF DS 4

[ CAP & DS

(TYP)

1'-0"

12"

12"

[ DS 3

[ DS 5

TOP OF DS 2

TOP OF DS 3

DETAILS (BY OTHERS)



- BOTTOMBOTT

- THICKNESST


DS - DRILLED SHAFT

LEGEND:

T=1'-6"

CONST JT

LE

NG

TH

OF

DS 20'-0"

(TYP FOR ALL DS)

3 ~ #6

& BOTT)

FLAT TURNS TOP

PITCH (1 •

#3 SPIRAL AT 6"

1'-0"

(T

YP)

1'-0"

CO

V

3"

CL

R

1'-0"

1'-0"

1'-0"

1'-0"

(TOP & BOTT)

#5 @ 12" C/C

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

SCALE: N.T.S.

FINISHED GRADE

(TYP)

12" DS


FINISHED GRADE

3"

MI

N

1'-0"

CLR COV

3"

SPECIFICATIONS.

INSTALLED PER MANUFACTURER'S

DETAILS SHALL BE FURNISHED AND

CONNECTIONS AND SUPERSTRUCTURE

ALL NECESSARY ANCHORAGE, 10.

GRAVES ARE DISCOVERED.

ARCHAEOLOGICAL ARTIFACTS OR


THE ONLY OPTION.

HAZARDOUS THAT LANDFILLING THEM IS

THE EXCAVATOR, UNLESS THEY ARE SO

AND DO NOT BECOME THE PROPERTY OF

ALL SOILS MUST STAY ON PROPERTY, 8.

ELEVATIONS AND LOCATIONS.

7. SEE SITE PLAN FOR FOOTING

CONNECTION LOCATIONS.

ARCHITECTURAL DETAILS AND

6. SEE ARCHITECTURAL DRAWINGS FOR

CONSTRUCTION RECOMMENDATIONS.

2016-426 FOR SOIL INFORMATION AND

SEE GEOTECHNICAL REPORT NO. 5.

INCHES ELSEWHERE.

CONCRETE CAST AGAINST EARTH AND 2

REINFORCEMENT IS 3 INCHES FOR


GRADE 60.

ALL REINFORCING STEEL SHALL BE 3.


ARE DESIGNED PER ACI 318-08.

REINFORCED CONCRETE FOUNDATIONS 1.

NOTES:

BOTT)

3-#5(TOP &

1'-6"

SECTION B-B

20'-0"

[ OF DS

3-#5(TOP & BOT)

(TOP & BOTT)

#5 @ 12" C/C

2'-0"

CL

R

2‚

"

4"

(T

YP)

3"

CL

R

6"6"

#4 @ 12" C/C

6"

6"

(TYP)

6"

(TYP)

6"#4 @ 12" C/C

CL

R

2‚

"

4"

REVIEWED BY:

DRAWN BY:

DESIGNED BY:

WWW.GD-US.COM

SAN ANTONIO, TEXAS

MUNICIPAL AIRPORT


MQ

PH

JG

SIGNAGE

DIRECTIONAL

MONUMENT &

STINSON

TBPLS NO. 10193922

TBPE FIRM NO. 10015

p:210.208.9400 f:210.208.9401



STINSON

NOVEMBER 13, 2017

SHEET NUMBER

DATE ISSUED:

SHEET TITLE

REVISIONS

PR

OF

ESS

O ALN

G

NE

ER

E

ST

ATE OF TE

XA

S

N


101613LI

C ENSE

D


5/2/2018

kbrusveen

Image

jcannata

Image

kbrusveen

Snapshot

kbrusveen

Snapshot

kbrusveen

Snapshot

s001€¦ · monument sign base bid 1915 established 1915 established 3 '-6 "...

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