DRAWINGS - Repair Ft. Griffin.pdf
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- Attached to
- Repair Ft. Griffin Ave (Phase 5)
- Solicitation number
- FA303026R0002
About this file
This document is a set of construction drawings and specifications for repair and infrastructure improvements at Goodfellow Air Force Base in San Angelo, Texas, identified as project JCGU-257001.
The project involves roadway and pedestrian infrastructure improvements along Fort Griffin Avenue, spanning approximately 2,937 linear feet divided into five construction phases. Work includes removal and replacement of asphalt pavement, installation of curb and gutter, concrete sidewalk construction, storm drain improvements, utility coordination, and pedestrian crossing enhancements with beacon striping and detectable warning surfaces. The project incorporates specific details for curb ramps, crosswalk striping, handicap accessibility features, and concrete swale construction. Contractor responsibilities include silt fencing and erosion control within project limits, coordination of utility relocations prior to construction, maintenance of traffic control throughout all phases, coordination with the Engineering Squadron and base communications at 1-800-921-8102, and compliance with Air Force and Department of Transportation standards. The contractor must obtain a construction safety plan, maintain coordination with base utilities (natural gas, sanitary sewer, storm drain, water lines, and overhead utilities), and ensure all work meets established construction standards and specifications. The project requires contractor staging, equipment storage, personnel parking, and site safety protocols in accordance with occupational safety and health regulations.
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SOURCE: https://www.ngdc.noaa.gov/geomag-web/#declination
IN CASE OF EMERGENCY CALL (325) 654-7000
TYRONE
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M H
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E
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617616614
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605 608607
618619620621
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PHASE I
STA. 0+00.00 TO
STA. 4+72.63
PHASE II
STA. 4+72.63 TO
STA. 9+64.03
PHASE III
STA. 9+64.03 TO
STA. 17+50.00
PHASE IV
STA. 17+50.00 TO
STA. 22+96.85
PHASE V
STA. 22+96.85 TO
STA. 29+37.28
TYRONE
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NUMBER
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C. ABBOTT
NUMBER
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200 201
202 203 204
205 206
256 258
EET
138 137
331PB136
237153
135 430
29+37.28
0+
1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00
N00° 50' 17.65"E
CURVE DATA
Δ= 90°00'00"
D= 238°43'57" T= 33.94' L= 37.70' R= 24.0'
N: 10484463.4253 E: 2272413.2182
N: 10485505.1044 E: 2272328.4484
N: 10482581.4848 E: 2272309.6754
Fort Griffin Ave
STA. 18+96.95
Farrow St
STA. 57+64.17
N: 10482605.8334 E: 2272286.0291
Feet 0 100 200
SURVEY CONTROL
NAME
NORTHING
(FT)
EASTING
(FT)
NAVD88
ELEVATION
(USFT)
DESCRIPTION
100 10484181.9 2271915.26 1871.617 GCP TARGET
200 10482593.98 2272307.38 1871.084 GCP TARGET
201 10482982.19 2272314.43 1871.119 GCP TARGET
202 10483541.54 2272279.08 1871.058 GCP TARGET
203 10483878.35 2272285.70 1871.168 GCP TARGET
204 10484498.19 2272294.95 1871.05 GCP TARGET
205 10484962.61 2272345.77 1865.64 GCP TARGET
206 10485450.42 2272347.75 1853.572 GCP TARGET
207 10484452.40 2272053.20 1869.881 GCP TARGET
208 10484577.69 2271643.64 1865.389 GCP TARGET
209 10484279.55 2271766.09 1868.307 GCP TARGET
BE
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IN
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AS
E V
ST
A.
2+
.8
EN
D
P H
AS
E
V
ST
A.
9+
.2
TYRONE
C. ABBOTT
NUMBER
E-28944
ST
ATE OF MISSOUR
I
R EG I ST ERED PROFESS I ONA L ENG
I N
CL
FORT GRIFFIN AVE
11'-6"
SOUTHBOUND LANE
11'-6"
NORTHBOUND LANE
2'-0"
CONC
C&G
SIDEWALK
WIDTH VARIES
0'-0" TO 6'-0"
6" COMPACTED
LIMESTONE BASE COURSE
2" ASPHALT PAVEMENT
2'-0"
CONC
C&G
SIDEWALK
WIDTH VARIES
0'-0" TO 6'-0"
CL PGL
FORT GRIFFIN AVE
STA 22+96.85 TO STA 29+37.28
11'-6"
SOUTHBOUND LANE
REMOVE AND REPLACE ACC SURFACE
11'-6"
NORTHBOUND LANE
REMOVE AND REPLACE ACC SURFACE
2'-0"
CONC C&G
REMOVE AND REPLACE
WIDTH VARIES
CONC SIDEWALK
REPAIR IF DAMAGED
DURING CONSTRUCTION
2" ASPHALT PAVEMENT
PRIME COAT
2'-0"
CONC C&G
REMOVE AND REPLACE
FORT GRIFFIN AVE
STA 22+96.85 TO STA 29+37.28
CL
FORT GRIFFIN AVE
2% SLOPE 2% SLOPE
MATCH EX ELEV
MATCH EX ELEV
TYRONE
C. ABBOTT
NUMBER
E-28944
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SAN
SAN
SAN
SAN
WWWWWWW
W W
W
WWWWWWWWWWWWWWWWWWWWWW
ASPHALT PARKING LOT
G G
GGGGG
23+00 24+00 25+00 26+00
BEGIN FT. GRIFFIN PHASE 5
STA. 22+96.83
SAN
SAN
WWWWWWW
W W
GGG
G
23+00 24+00 25+00 26+00
23+00 24+00 25+00 26+00
22+80 23+00 23+20 23+40 23+60 23+80 24+00 24+20 24+40 24+60 24+80 25+00 25+20 25+40 25+60 25+80 26+00 26+20 26+4026+50
.7
.2
.8
.5
.1
.6
.2
.8
.4
.0
.6
.2
.9
.5
.1
.5
.0
.6
.1
.9
FT. GRIFFIN AVE
VA
N
C E
ST
. E
EXIST
GRADE
M
AT
C H
LI
N
E
ST
A.
6+
.0
EN
D
C U
R B/
G U
TT
ER
ST
A.
2+
.7
BE
G
IN
C
U R
B/ G
U
TT
ER
ST
A.
3+
.9
EN
D
C U
R B/
G U
TT
ER
ST
A.
3+
.2
BE
G
IN
C
U R
B/ G
U
TT
ER
ST
A.
4+
.8
BE
G
IN
P
H
AS
E V
ST
A.
2+
.8
CONSTRUCTION KEY NOTES
CONSTRUCTION NOTES
1. CONTRACTOR TO MAINTAIN FILL AS CLOSELY
AS POSSIBLE WHILE ENSURING POSITIVE
DRAINAGE IS MAINTAINED AND NO PONDING
OCCURS.
2. BACK OF CURB ELEVATION TO MATCH EXISTING
HARDSCAPE.
3. CURB AND GUTTER TO MEET NEAREST JOINT
AT ENTRANCES, INLETS, RAMPS, AND AT END
OF PROJECT.
PEDESTRIAN STRIPING
SEE DETAIL 1, CS-4
NOT USED IN SHEET
EXISTING FIRE HYDRANT TO REMAIN
SAWCUT AND TIE INTO EXIST ROADWAY SECTION
SEE DETAIL 5, CS-4
BLUE REFLECTIVE PAVEMENT MARKER PER TEXAS
DEPARTMENT OF TRANSPORTATION STANDARDS
ACCESSIBLE CURB RAMP WITH DETECTABLE
WARNING SURFACE: SEE DETAIL 2, CS-5
NOT USED IN SHEET7
NOT USED IN SHEET8
FLASHING BEACON, SEE DETAIL 1 SHEET CS-59
NOT USED IN SHEET10
NOT USED IN SHEET11
NOT USED IN SHEET12
FH
R
AI
SE
D P
AV
EM
EN
T
M
AR
KE
R
ST
A.
5+
.6
LEGEND
INLET TO BE REPLACED
INLET TO REMAIN
BLUE REFLECTOR
MAN HOLE
FIRE HYDRANT
ADA RAMP SLOPE INDICATOR
NATURAL GAS LINEG
OHU
SAN
W
OVERHEAD UTILITY LINE
SANITARY SEWER LINE
STORM DRAIN
WATER LINE
MH
9 9
TYRONE
C. ABBOTT
NUMBER
E-28944
ST
ATE OF MISSOUR
I
R EG I ST ERED PROFESS I ONA L ENG
I N
WW
WWWWWWWWWWWWWWWWW
W W
W
W
W
ASPHALT PARKING LOT
G G
G G G G G G G G G G G
G
END FT GRIFFIN PHASE 5
STA. 29+37.83
M
AT
C H
LI
N
E
ST
A.
6+
.0
EN
D
P H
AS
E
V
ST
A.
9+
.8
FT. GRIFFIN AVE
EN
D
C U
R B/
G U
TT
ER
ST
A.
8+
.0
EN
D
C U
R B/
G U
TT
ER
ST
A.
8+
.5
BE
G
IN
S
W
AL
E
ST
A.
8+
.5
CONSTRUCTION KEY NOTES
CONSTRUCTION NOTES
1. CONTRACTOR TO MAINTAIN FILL AS CLOSELY
AS POSSIBLE WHILE ENSURING POSITIVE
DRAINAGE IS MAINTAINED AND NO PONDING
OCCURS.
2. BACK OF CURB ELEVATION TO MATCH EXISTING
HARDSCAPE.
3. CURB AND GUTTER TO MEET NEAREST JOINT
AT ENTRANCES, INLETS, RAMPS, AND AT END
OF PROJECT.
NOT USED IN SHEET
NOT USED IN SHEET
EXISTING FIRE HYDRANT TO REMAIN
SAWCUT AND TIE INTO EXIST ROADWAY SECTION
SEE DETAIL 5, CS-4
NOT USED IN SHEET
NOT USED IN SHEET
NOT USED IN SHEET7
NOT USED IN SHEET8
NOT USED IN SHEET9
NOT USED IN SHEET10
NOT USED IN SHEET11
PROPOSED CONCRETE SWALE SEE DETAIL 6,
SHEET CS-512
LEGEND
INLET TO BE REPLACED
INLET TO REMAIN
BLUE REFLECTOR
MAN HOLE
FIRE HYDRANT
ADA RAMP SLOPE INDICATOR
NATURAL GAS LINEG
OHU
SAN
W
OVERHEAD UTILITY LINE
SANITARY SEWER LINE
STORM DRAIN
WATER LINE
MH
TYRONE
C. ABBOTT
NUMBER
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AutoCAD SHX Text
PROJECT TITLE
AutoCAD SHX Text Project Number:
AutoCAD SHX Text Designed by:
AutoCAD SHX Text Drawn by:
AutoCAD SHX Text Reviewed by:
AutoCAD SHX Text Submitted by:
AutoCAD SHX Text Symbol
AutoCAD SHX Text Description
AutoCAD SHX Text Date
AutoCAD SHX Text Appr
AutoCAD SHX Text
REVISIONS
AutoCAD SHX Text
SHEET TITLE
AutoCAD SHX Text Symbol
AutoCAD SHX Text Description
AutoCAD SHX Text Date
AutoCAD SHX Text Appr
AutoCAD SHX Text
SEQ.
AutoCAD SHX Text
OF
AutoCAD SHX Text
SHEET
AutoCAD SHX Text Date:
AutoCAD SHX Text A-E Seal:
AutoCAD SHX Text
SCALE: 1"=20'
AutoCAD SHX Text
PLAN VIEW
AutoCAD SHX Text
TRUE
AutoCAD SHX Text
NORTH
AutoCAD SHX Text N
AutoCAD SHX Text
VERTICAL SCALE: 1"=2'
AutoCAD SHX Text
PROFILE VIEW
AutoCAD SHX Text
HORIZONTAL SCALE: 1"=20'
AutoCAD SHX Text
PHASE V
AutoCAD SHX Text
GOODFELLOW AIR FORCE BASE, TEXAS
AutoCAD SHX Text
17TH TRAINING WING
AutoCAD SHX Text
REPAIR FT GRIFFIN ROAD
AutoCAD SHX Text
CS-4
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CP# 1135438
AutoCAD SHX Text 2024-09-30
AutoCAD SHX Text
FT. GRIFFIN PLAN PLAN AND PROFILE
AutoCAD SHX Text
T.ABBOTT
AutoCAD SHX Text
R. GREENHOW
AutoCAD SHX Text
S.ROESLER
AutoCAD SHX Text
S.ROESLER
AutoCAD SHX Text
AutoCAD SHX Text
CS-3
AutoCAD SHX Text
AutoCAD SHX Text
CS-3
4" THICK FIBERMESH
CONCRETE SIDEWALK
1/2" FULL DEPTH
EXP. JOINT
1" SAND BEDDING
SUBBASE COMPACTED
PER GEOTECH REPORT
FINISH GRADE 1"
BELOW TOP OF WALK
NOTES:
1. CONCRETE SHALL BE FIBERMESH AND MATCH EXISTING ADJACENT
SIDEWALK IN TEXTURE AND COLOR AS CLOSE AS POSSIBLE;.
2. SIDEWALK SHALL BE JOINTED TO THAT NO LONGITUDINAL DISTANCE IS
GREATER THAN 1.5 TIMES THE WIDTH OF THE SIDEWALK.
MATCH EXISTING S/W WIDTH
CONCRETE
CURB / PAVEMENT
CURB AND GUTTER JOINTING SHALL BE AS FOLLOWS:
TRANSVERSE EXPANSION JOINTS: 20' MAX.
TRANSVERSE CONTRACTION (TANGENT SECTION): 10' MAX
TRANSVERSE CONTRACTION (RADIUS SECTION): 5' MAX
R3"
R4 1/2"
(3) #5 CONT. LAP 18"
6"
6" MIN. COMPACTED SUBGRADE
PER GEOTECHNICAL RECOMMENDATIONS
6" MIN. COMPACTED
LIMESTONE BASE COURSE
ASPHALT PAVEMENT
PER TYPICAL SECTION
APPROVED BACKFILL
WITH 6" TOPSOIL
24"
3/4" SLOPE
2' -0
10'-0"
2' -0
ROADWAY CENTERLINE
24" WHITE CROSSWALK
PAVEMENT MARKING
CURB RAMP PER
DETAILS ON SHEET CS-6
LONGITUDINAL JOINT 1/4" WIDE
3/8" x 15" TIEBAR @ 30" SPACING
3" DEEP AND CENTERED AT ℄
#3 REBAR @ 16" O.C. EACH DIRECTION
8'-8"
2"51
2"4"
FINISH
GRADE
2'-6"
3" 3"
4" CONC
PAD
2"
90% DENSITY (MIN.)
#3 REBAR @ 12" O.C.
EXIST. BASE TO BE SPOT REPAIRED AS SPECIFIED IN
"PREPARATION OF UNDERLYING COURSE" CLARIFY EXIST.
BASE 3" TO 6". ADD APPROX. 2" NEW BASE COURSE AS
REQUIRED TO MEET FINISHED ELEVATION. MIX AND COMPACT
2" MIN. MORTAR BED
EXPOSED AGGREGATE
FINISH TROOP WALKWAY
2" 11 2"
2'-6"
90% DENSITY (MIN.)
FINISH
GRADE
4" CONC CURB
4" CONC
PAD
2" 11 2"
21 4"
95% DENSITY (MIN.)
2" MIN. MORTAR BED
6"6"
NEW 6" MIN. COMPACTED
LIMESTONE BASE COURSE
NEW ASPHALT PAVEMENT
PER TYPICAL SECTION
STRAIGHT, NEATLY CUT
FULL DEPTH SAWCUT
EXISTING STONE BASE
EXISTING ASPHALT PAVEMENT
12"
1"
MILL AND REPLACE WITH NEW
ASPHALT PAVEMENT
11'-0"
4"2:1 2:1
FIBER REINFORCED CONCRETE SWALE
3500 PSI MINIMUM
6" MIN. COMPACTED
LIMESTONE BASE COURSE
8'-0"
NOTES:
1. COORDINATE TYPE OF PAVEMENT MARKING WITH BASE ENGINEER.
2. ALL PAVEMENT MARKINGS ARE TO BE PER TEXAS DEPARTMENT OF
TRANSPORTATION STANDARDS.
2' -0
2'
-0
ROADWAY CENTERLINE
24" WHITE CROSSWALK
PAVEMENT MARKING
16'-0"
CURB RAMP PER
DETAILS ON SHEET CS-6
CURB RAMP PER
DETAILS ON SHEET CS-6
CURB RAMP PER
DETAILS ON SHEET CS-6
LIGHTGUARD FLASHING
BEACON WITH AUTOMATIC
PEDESTRIAN DETECTION
SYSTEM AND CROSSING
SIGNAGE
LIGHTGUARD FLASHING BEACON
WITH AUTOMATIC PEDESTRIAN DETECTION
SYSTEM AND CROSSING SIGNAGE
DETECTABLE WARNING
SURFACE
TROOPWALKPEDESTRIAN TRAVEL
DIRECTION
RAMP
2' (M
IN
SIDE FLARE
(TYP.)
TURNING
SPACE
BACK OF
CURB
TYRONE
C. ABBOTT
NUMBER
E-28944
ST
ATE OF MISSOUR
I
R EG I STERED PROFESS I ONA L ENG
I N
TYRONE
C. ABBOTT
NUMBER
E-28944
ST
ATE OF MISSOUR
I
R EG I STERED PROFESS I ONA L ENG
I N
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