s001€¦ · monument sign base bid 1915 established 1915 established 3 '-6 "...
TRANSCRIPT
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)
SEE ARCHITECTURAL DRAWINGS FOR
T=1'-6"
(TOP & BOTT)
#5 @ 12" C/C
(TYP)
CONST JT
(TOP & BOTT)
#5 @ 12" C/C
- CONSTRUCTION JOINTCONST JT
- BOTTOMBOTT
- THICKNESST
- CLEAR COVERCLR COV
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
ELEVATION (REINFORCEMENT NOT SHOWN)
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
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.
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
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
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)
SEE ARCHITECTURAL DRAWINGS FOR
- CONSTRUCTION JOINTCONST JT
- BOTTOMBOTT
- THICKNESST
- CLEAR COVERCLR COV
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
ELEVATION (REINFORCEMENT NOT SHOWN)
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
ALL EXCAVATION MUST STOP IF ANY 9.
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
4. MINIMUM CONCRETE CLEAR COVER FOR
GRADE 60.
ALL REINFORCING STEEL SHALL BE 3.
CONCRETE STRENGTH F'c = 3,600 PSI.2.
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
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
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)
SEE ARCHITECTURAL DRAWINGS FOR
- CONSTRUCTION JOINTCONST JT
- BOTTOMBOTT
- THICKNESST
- CLEAR COVERCLR COV
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
ELEVATION (REINFORCEMENT NOT SHOWN)
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
ALL EXCAVATION MUST STOP IF ANY 9.
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
4. MINIMUM CONCRETE CLEAR COVER FOR
GRADE 60.
ALL REINFORCING STEEL SHALL BE 3.
CONCRETE STRENGTH F'c = 3,600 PSI.2.
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
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