Att 12_250096_Drawings.pdf
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- Solicitation number
- FA813726R0032
About this file
This file contains design drawings and specifications for a project to repair the stormwater spill gate 11 structure at Tinker Air Force Base, Oklahoma. The project, designated WWYK 250096, is at 35% design completion as of March 30, 2026, and is being developed by the 72nd Air Base Wing Civil Engineer Directorate under the TEPA design group.
The primary scope of work includes repair and stabilization of a sunken concrete slab at Outfall 9 using polyurethane foam injection in both a primary area and secondary area. The project also encompasses installation of a new perimeter security fence system (11-foot fabric height, 12-foot secure height to outriggers), security bars at drainage crossings, and large debris screens. Additional work includes concrete area repairs, ditch regrading, erosion control measures such as rock berms and riprap installation, temporary 7-foot chain link security fencing during construction, tree protection, and site restoration. The drawings specify chain-link security fence details with tension wire installations, structural support for gate installations, and coordination with existing utilities including storm drains, sanitary sewers, overhead electrical lines, fuel lines, and communications infrastructure. Construction activities are subject to access control requirements, coordination with base security forces, environmental quality notes regarding temporary erosion control measures, and trench safety protocols complying with OSHA standards.
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TINKER AFB, OK
VICINITY MAP
EAKER GATE
FIRE DEPARTMENT
B117
BASE OPERATIONS
B240
CONTRACTING
B3
VANCE
GATE
GOTT
GATE
TINKER GATE
PASS & ID
B6611
LIBERATOR
GATE
HOPE
GATE
LANCER
GATE
TRUCK
GATE
PIAZZA
GATE
HRUSKOCY
GATE
BASE CIVIL ENGINEER
B400
PEGASUS
GATE
OUTFALL 9
(SPILLWAY 11)
R U
N W
A Y
R
U
N
W
T A
X I W
G
T
A
X
I
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H
TAXIWAY B
TAXIWAY C
T
A
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W
M
A
X I W
K
A
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A Y
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TAXIWAY A
T
A
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TAXIWAY F
TAXIWAY D
TAXIWAY E
T
A
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W
J
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A Y
A
T
A
X
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TAXIWAY C
TAXIWAY D
T
A
X
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W
TAXIWAY F
C r u t c h o
C r e e k
K u h lm a n
C r e e k
Soldier Creek
K u h l m a n e e k
E l m e e k
E a s t u t c e e k
Elm Creek
E e e k
E e e k
E e e k
E e e k
E e e k
K u h l m e e k
E a u t c e e k
E e e k
West Crutcho Creek
W e s t
C r u t c h o
C r e e k
E e e k
S o l d i e e e k
E e e k
S o ld ie r
C r e e k
S o l d i e e k
E a s t
C r u t c h o
C r e e k
E e e k
E a s t
C r u t c e e k
E a s t
C r u t c h o
C r e e k
S o l d i e r
C r e e k
S o l d i e e k
E a u t c e e k
S o l d i e r
C r e e k
S o l d i e e k
S o l d i e r
C r e e k
E a u t c e e k
E e e k
62540
61089
62509
62528
62523
62501X
43774
62512
62516
62525
35921
35916
99999
62543
32101
71086
53902
50414
55300
56601
930G
948-E
911-E
948-W
61019
911-W
33001
35913
62501
65672
930S
45134
43609
42116
62517
62515
62526
62527
62503
62513
61289
62542
62501OK
11289
99999
62501
15930
15908
15904
15904
15908
15908
15904
15904
15908
62502
41046
62501
62514
62501
61018
71089
99999
45134
96022
43120
41157
44045
45815
40592
40935
43610
62522
41163
15930
15930
11824
Arnold St.
E a s t
D r
SE 74th St
SE 59th St.
A i r
D e p o t
Patrol Rd.
S t a f f
D r
R e s e r v
R d
5th Ave
A
A v e
M u n i t i o
W a r e h o u s e
R d
B
A v e
7th St.
H
A v e
M c N a r n e y
A v e
Mitchell Ave
A l e r t
R d
C o o k
A v e
W e s t
D r
E
A v e
Extender Dr.
Sentry Rd.
34th St.
T w in in g D r
5th Ave.
J o n e s
Globemaster Dr.
T o w e r
R d
Vanaman Rd.
I n d u s t r i a l
B l v d
S o u t h
S t
1st St.
D o o l i t t l e
A v e
P i c n i c
R d
J a m e s
D r
W o l f
D
A i r
D e p o t
A i r
D e p o t
D
A v e
R a w l i n g s
A v e
P e r i m e t e r
R d
R a p c
R e s e r
L
A v e
Hercules /Mercury Rd.
F
A v e
1st St.
B r o w n
D r
P o n d
R d
O l d
A i r
D e p o t
A ir e y D r.
G e n e r t o
Bradley Dr.
Entrance Road "C"
Entrance Road "A"
C
A v e
C
A v e
G arden P lot R d.
H i l l t p
D o r m i t o r y
R d
D o r m i t o y
M
A v e
C h e n n a u lt
D r
M i t c h e e
V a n d e n b u rg
S t.
E n g i n e
T e s t
D r
Doolittle Ave
W h i t e
D r
3rd Ave.
D
D r i v e
B a l l
P a r k
R d
Joint STARS Dr.
A i r
D e p o t
B l v d
Turbine Dr.
T u rb in e D r.
Central Plant Dr.
6th St.6th St.
F a l c
B l a c k b i
W e y l a n d l o o p
Propulsion Dr.
T h u n d e r b o
M uniti ons R
d. E xt.
C o d d in g
R d
Starlifter Dr.
Chidlaw Ct.
C o r s a i r
D r
R a p t
N i g h t
H a w k
C t
P h a n t
F r a n k l i n
P o w e r h o u s e
D r
S k y m a s t e r
D r
Spaatz Ct.
L a w r e n c e
M u n d e l l
Nabors Dr.
I n t r u d e r
D r
M c N i c k l e
M i l l e r
D r
T a i l
F e a t h
H o l d
A i r i r
S m i
R a v
M i t c h e e
A p o t
A i r
D e p o t
Vanaman Rd.
1st St.
1st St.
G E
N E
R A
L
S H
E E
T
I N
D E
X
A
N
V I C
I N
I T
Y
M
A P
G-001
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
F
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B
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P R
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B
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S I G
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B
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T E
D E
S C
R I P
T I O
N
2 3 4
E
D
C
B
A
M A
N A
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M E
F O
R M
A T
I O
N
1 2
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D
C
B
A
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S U
E
D
A T
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SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
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S I G
N
F
I L
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L
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A T
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REVIEWED BY:
USING AGENCY:
ASBESTOS EVALUATION:
SAFETY:
INDUSTRIAL HYGIENE:
SIGNATURES
CORROSION ENGINEER: (CECE)
CE OPERATIONS: (CECO)
COMMUNICATIONS: (COMM)
CHIEF ENGINEER DIR: (CECE)
CHIEF DESIGN BRANCH: (CECE)
DESIGN MANAGER: (CECE)
ZONE MANAGER:
CONSTRUCTION MANAGEMENT: (CECE)
ENVIRONMENTAL:
BASE CIVIL ENGINEER: (CE)
FIRE DEPARTMENT: (CEFT)
WWYK250096
PROJECT DRAWING INDEX
SHEET TITLE
CIVIL
CIVIL LEGEND AND GENERAL NOTESC-001
SHT. NO.
CIVIL EXISTING CONDITIONS AND DEMOLITION - OUTFALL 1CD101
CIVIL EXISTING CONDITIONS AND DEMOLITION - OUTFALL 5CD102
CIVIL EXISTING CONDITIONS AND DEMOLITION - OUTFALL 9
CD103 CIVIL EXISTING CONDITIONS AND DEMOLITION - OUTFALL 6
CD104
CIVIL EXISTING CONDITIONS AND DEMOLITION - SPILLWAY STRUCTURE 11CD104
CIVIL EXISTING CONDITIONS AND DEMOLITION - INLET 3CD106
CG101 CIVIL GRADING AND EROSION CONTROL PLAN - OUTFALL 1
CG102 CIVIL GRADING AND EROSION CONTROL PLAN - OUTFALL 5
CG103 CIVIL GRADING AND EROSION CONTROL PLAN - OUTFALL 6
CG104 CIVIL GRADING AND EROSION CONTROL PLAN - OUTFALL 9
CG104 CIVIL GRADING AND EROSION CONTROL PLAN - SPILLWAY STRUCTURE 11
CG106 CIVIL GRADING AND EROSION CONTROL PLAN - INLET 3
CS101 CIVIL SITE PLAN - OUTFALL 1
CS102 CIVIL SITE PLAN - OUTFALL 5
CS103 CIVIL SITE PLAN - OUTFALL 6
CS104 CIVIL SITE PLAN - OUTFALL 9
CS104 CIVIL SITE PLAN - SPILLWAY STRUCTURE 11
CS106 CIVIL SITE PLAN - INLET 3
C-501 CIVIL EROSION CONTROL DETAILS
C-502
GENERAL
GENERAL SHEET INDEX AND VICINITY MAPG-001
CIVIL OVERALL PLAN (1)C-002
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
DATE:
STRUCTURAL
S-001 STRUCTURAL GENERAL NOTES AND STRUCTURAL ABBREVIATIONS
S-101 STRUCTURAL TYPICAL BAR AND SECURITY GRILLE
S-102 STRUCTURAL SECURITY AND BAR GRILLE SECTIONS AND DETAILS
S-103 STRUCTURAL LARGE DEBRIS SCREEN SECTIONS AND DETAILS
C-503 CIVIL FE6 CHAIN-LINK SECURITY FENCE DETAILS
C-504 CIVIL FE6 CHAIN-LINK FENCE SWING GATE DETAILS
REPAIR STORMWATER
SPILL GATE 11
STRUCTURE
W W
Y K
R E
P A
IR
S
T O
R M
W A
T E
R S
P
IL
L G
A T
E
S
T R
U C
T U
R E
CIVIL OVERALL PLAN (2)
CIVIL OVERALL PLAN (3)
CIVIL OVERALL PLAN (4)
C-003
C-004
C-005
35%
PROJECT
LOCATION
FLAG POLE
SANITARY SEWER CLEANOUT
AIR CONDITIONER UNIT
SPRINKLER VALVE
SPRINKLER HEAD
TRAFFIC/ELECTRIC PULL BOX
TELEPHONE MANHOLE
SIGN
COMMERCIAL SIGN
UNDERGROUND CABLE TV LINE
WATER LINE
GAS LINE
OVERHEAD ELECTRIC LINE
GAS VALVE
STORM DRAIN MANHOLE
SANITARY SEWER MANHOLE
TRANSFORMER POLE
TELEPHONE RISER
FIRE HYDRANT
LIGHT POLE
GAS METER
POWER POLE
FENCE
ELECTRIC UNDERGROUND LINE
ELECTRIC MANHOLE
GROUND TRANSFORMER
SANITARY SEWER LINE
GAS VENT
PAY PHONE
GUARD POST
MONUMENT FOUND
MONUMENT SET
EXISTING CONCRETE
EXISTING ASPHALT
G G G
X X
STORM DRAIN LINE
UNDERGROUND TELEPHONE LINE
GROUND SURFACE CONTOUR
CURB AND GUTTER
SURFACE DRAINAGE FLOWLINE
UNDERGROUND FIBER OPTIC LINE
WATER LINE (ATLAS)
SANITARY SEWER LINE (ATLAS)
GUY POLE
DOWN GUY
COMMUNICATIONS VAULT
OVERHEAD TELEPHONE LINE
C x
MARKED PIPELINE
UNKNOWN UNDERGROUND UTILITY
WATER LINE (IRRIGATION)
E x
TREE LINE
CHAINLINK FENCE
STOCKADE FENCE
SECURITY FENCE
ELECTRIC FENCE
HOG WIRE FENCE
GAS LINE (ATLAS)
CONCRETE DEMO
ASPHALT DEMO
MONITORING WELL
WATER VALVE BOX
WATER METER
UST FUEL FILL PORT
GROUND LIGHT
HANDHOLE, ELECTRIC
ELECTRIC METER
HOSE BIB
WATER VENT
TRAFFIC DETECTOR LOOP
TRAFFIC SIGNAL POLE
TRAFFIC CONTROL BOX
PARKING METER
BORE HOLE LOCATION
GEO PROBE
DOUBLE PARKING METER
PROPOSED ASPHALT
PROPOSED CONCRETE
GUTTER ELEVATION, UNLESS OTHERWISE NOTED
LIMITS OF CONSTRUCTION
TREE DRIP LINE
SHRUB LINE
EXISTING GRAVEL
EXISTING RIPRAP
1. REMOVE AND REPLACE ALL EXISTING PAVEMENTS, CURBS,
DRIVEWAYS, SIDEWALKS, GRAVEL ROADWAYS, PIPE CULVERTS,
CULVERT HEADWALLS, FENCES, SIGNS, AND MISCELLANEOUS
ITEMS WHERE REQUIRED TO COMPLETE THE CONSTRUCTION.
2. REPAIR TO ORIGINAL CONDITION ANY DAMAGE INCURRED
DURING CONSTRUCTION AT NO EXPENSE TO OWNER.
3. PRIOR TO BEGINNING ANY CONSTRUCTION, FIELD VERIFY AND
PROTECT THE LOCATIONS AND ELEVATIONS OF ALL EXISTING
FACILITIES (UTILITIES, PIPING, EQUIPMENT, STRUCTURES,
FENCING, BARRIERS, PAVEMENT, SIDEWALKS, SIGNAGE, ETC.)
WHICH PERTAIN TO AND/OR AFFECT CONSTRUCTION OF THIS
PROJECT.
4. VERIFY ALL DEPTHS AND LOCATIONS OF EXISTING UTILITIES
PRIOR TO ANY CONSTRUCTION. ALL UTILITIES MAY NOT BE
SHOWN. CONTACT UTILITY SERVICE PROVIDERS AT LEAST 48
HOURS PRIOR TO TRENCHING OR EXCAVATION, AND REQUEST
FIELD LOCATION OF UTILITIES. ONE-CALL LOCATOR SERVICES
MAY NOT COVER ALL UTILITIES IN THIS AREA.
5. ANY EXISTING FACILITIES THAT ARE DAMAGED OR REMOVED
SHALL BE REPAIRED OR REPLACED TO A CONDITION EQUAL TO
OR BETTER THAN ORIGINAL CONDITIONS AT NO ADDITIONAL
COSTS.
6. RESTORE ALL DRIVEWAYS, CULVERTS, HEADWALLS,
LANDSCAPING, AND OTHER IMPROVEMENTS (REGARDLESS OF
WHETHER THEY WERE CONSTRUCTED OR INSTALLED BY
PUBLIC AGENCIES, UTILITIES, OR INDIVIDUALS) THAT ARE
DISTURBED BY CONSTRUCTION TO A CONDITION EQUAL TO OR
BETTER THAN ORIGINAL CONDITIONS.
7. ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION
SHALL BE REVEGETATED AND RESTORED TO ORIGINAL
CONDITIONS IN ACCORDANCE WITH THE PLANS AND
SPECIFICATIONS.
8. ALL WATER LINE AND SEWER FORCE MAIN PIPE INSTALLED
SHALL HAVE RESTRAINED JOINTS. PROVIDE CONCRETE THRUST
BLOCKS ONLY WHERE APPROVED.
9. IMMEDIATELY NOTIFY THE ENGINEER OF ANY UNREPORTED
OBSTACLES THAT MAY IMPEDE OR PREVENT THE
CONSTRUCTION OF THE WORK.
10. ANY PORTION OF THE PROJECT IMPROPERLY PLACED AND/OR
CONFLICTING WITH ANY EXISTING STRUCTURE SHALL BE
REMOVED, CORRECTLY PLACED AND NO SEPARATE PAY SHALL
BE APPROVED FOR ASSOCIATED COSTS.
11. CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A
MANNER AS TO PROTECT EXISTING FACILITIES AT ALL TIMES.
12. RECORD AND SUPPLY TO ENGINEER THE FOLLOWING
INFORMATION:
A. LOCATION AND ELEVATION OF ALL SUPPLEMENTARY
CONNECTIONS.
B. "AS-BUILT" INVERTS AND PROFILE OF CONSTRUCTED
PIPELINE.
C. THE NEW LOCATION AND DEPTH OF ALL RELOCATED AND/OR
ADJUSTED UTILITIES.
D. LOCATION AND ELEVATION OF ALL UTILITIES ENCOUNTERED.
13. ALL HOLES, TRENCHES, AND OTHER HAZARDOUS AREAS SHALL
BE ADEQUATELY PROTECTED BY PROTECTIVE DEVICES.
14. ALL TRENCHES SHALL BE BACKFILLED WITHIN SEVEN (7) DAYS
OF INITIAL EXCAVATION UNLESS APPROVED IN WRITING BY
ENGINEER.
15. ALL EROSION AND SEDIMENTATION CONTROLS SHALL BE
IMPLEMENTED BEFORE CONSTRUCTION COMMENCES AND
SHALL BE MAINTAINED UNTIL SITE IS STABILIZED AFTER
COMPLETION OF WORK IN EACH WORK AREA.
16. ANY DEWATERING SHALL BE INCLUDED IN THE CONTRACT
PRICE.
17. ALL SPOIL AND EXCESS MATERIAL NOT USED IN CONSTRUCTION
SHALL BE REMOVED FROM THE SITE AND PROPERLY DISPOSED
OF, AS COORDINATED WITH THE CONTRACTING OFFICER.
18. CONFORM TO THE APPLICABLE LOCAL, STATE, AND FEDERAL
REGULATIONS REGARDING TRENCH SAFETY. PREPARE A
TRENCH SAFETY PLAN FOR ALL EXCAVATIONS EXCEEDING
4-FEET IN DEPTH AND 4-FEET IN WIDTH, TO BE INCLUDED IN
HEALTH AND SAFETY PLAN.
19. CONFINE WORK AREAS TO WITHIN THE PROJECT BOUNDARY.
PRIOR TO FINAL ACCEPTANCE, REMOVE ALL TRASH AND DEBRIS
WITHIN THE PERMANENT EASEMENTS AND TEMPORARY
EASEMENTS.
20. FIELD CHANGES TO THE HORIZONTAL AND VERTICAL DESIGN
MAY BE ALLOWED SUBJECT TO THE APPROVAL OF THE
ENGINEER. FIELD CHANGES SHALL COMPLY WITH THE DESIGN
INTENT AS NOTED ON THE DRAWINGS AND SPECIFICATIONS.
21. ALL CONSTRUCTION SHALL FOLLOW OKLAHOMA DEPARTMENT
OF TRANSPORTATION (ODOT) SPECIFICATIONS, STANDARDS,
AND MATERIAL ITEM NUMBERS AS CLOSELY AS POSSIBLE.
ENVIRONMENTAL QUALITY NOTES:
1. PRIOR TO COMMENCING CONSTRUCTION, ALL TEMPORARY
EROSION AND SEDIMENTATION (E&S) CONTROL MEASURES
SHALL BE PROPERLY SELECTED AND INSTALLED. ALL
TEMPORARY E&S CONTROL MEASURES SHALL BE MAINTAINED
IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS
AND GOOD ENGINEERING PRACTICES. THE CONTROLS SHALL
REMAIN IN PLACE UNTIL DISTURBED AREAS ARE REVEGETATED
AND THE AREAS HAVE BECOME PERMANENTLY STABILIZED.
2. IF SEDIMENT ESCAPES THE CONSTRUCTION SITE, OFF-SITE
ACCUMULATIONS OF SEDIMENT MUST BE REMOVED AT A
FREQUENCY SUFFICIENT TO MINIMIZE OFFSITE IMPACTS TO
WATER QUALITY (E.G., FUGITIVE SEDIMENT IN STREET BEING
WASHED INTO SURFACE STREAMS OR SENSITIVE FEATURES BY
THE NEXT RAIN).
3. SEDIMENT MUST BE REMOVED FROM SEDIMENT TRAPS OR
SEDIMENTATION PONDS NOT LATER THAN WHEN DESIGN
CAPACITY HAS BEEN REDUCED BY 50%. A PERMANENT STAKE
MUST BE PROVIDED THAT CAN INDICATE WHEN THE SEDIMENT
OCCUPIES 50% OF THE BASIN VOLUME.
4. LITTER, CONSTRUCTION DEBRIS, AND CONSTRUCTION
CHEMICALS EXPOSED TO STORMWATER SHALL BE PREVENTED
FROM BECOMING A POLLUTANT SOURCE FOR STORMWATER
DISCHARGES (E.G., SCREENING OUTFALLS, PICKED UP DAILY).
5. ALL SPOILS (EXCAVATED MATERIAL) GENERATED FROM THE
PROJECT SITE AND STORED ON-SITE MUST HAVE PROPER E&S
CONTROLS INSTALLED.
6. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS
PRACTICABLE IN PORTIONS OF THE SITE WHERE
CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR
PERMANENTLY CEASED, AND CONSTRUCTION ACTIVITIES WILL
NOT RESUME WITHIN 21 DAYS. WHEN THE INITIATION OF
STABILIZATION MEASURES BY THE 14TH DAY IS PRECLUDED BY
WEATHER CONDITIONS, STABILIZATION MEASURES SHALL BE
INITIATED AS SOON AS PRACTICABLE.
7. THESE GENERAL CONSTRUCTION NOTES SHALL BE PROVIDED
TO ALL SUBCONTRACTORS.
EROSION AND SEDIMENTATION CONTROL
NOTES:
1. EROSION CONTROL MEASURES, SITE WORK AND RESTORATION
WORK SHALL BE IN ACCORDANCE WITH THE CONTRACT.
2. SILT FENCE, ROCK BERMS, SEDIMENTATION BASINS AND
SIMILARLY RECOGNIZED TECHNIQUES AND MATERIALS SHALL
BE EMPLOYED DURING CONSTRUCTION TO PREVENT POINT
SOURCE SEDIMENTATION LOADING OF DOWNSTREAM
FACILITIES. SUCH INSTALLATION SHALL BE REGULARLY
INSPECTED FOR EFFECTIVENESS. ADDITIONAL MEASURES MAY
BE REQUIRED IF, IN THE OPINION OF THE ENGINEER, THEY ARE
WARRANTED.
3. MAINTAIN ALL TEMPORARY EROSION CONTROL STRUCTURES.
4. ADHERE TO THE STORM WATER POLLUTION PREVENTION PLAN.
TRENCH SAFETY NOTES:
1. ALL WORK PERTAINING TO OPEN TRENCHING SHALL COMPLY
WITH THE U. S. OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REGULATIONS.
2. THE CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY
RETAINED EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF
ANY, SHALL REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE INSTALLATION SITE(S)
WITHIN THE PROJECT WORK AREA IN ORDER TO IMPLEMENT
CONTRACTOR'S TRENCH EXCAVATION SAFETY PROTECTION
SYSTEM, PROGRAMS AND/OR PROCEDURES. THE
CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS,
PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR
ADEQUATE TRENCH EXCAVATION SAFETY PROTECTION THAT
COMPLIES WITH OSHA STANDARDS FOR TRENCH EXCAVATION.
SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S
INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM
IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE
PRESENCE OF ACTIVITIES OF INDIVIDUALS WORKING IN AND
AROUND TRENCH EXCAVATION.
TRAFFIC CONTROL NOTES:
1. PROVIDE AND MAINTAIN ANY REQUIRED TRAFFIC CONTROL
DEVICES DURING CONSTRUCTION IN ACCORDANCE WITH THE
STATE'S DEPARTMENT OF TRANSPORTATION MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES.
2. ALL TRAFFIC CONTROL DEVICES, LAYOUTS, AND MAINTENANCE
SHOULD BE INCIDENTAL TO THE COST ASSOCIATED WITHIN THE
VICINITY OF HIGHWAYS, ROADS, AND STREETS INDICATED ON
THE CONTRACT DRAWINGS.
3. MARK ALL CONSTRUCTION EQUIPMENT AND VEHICLES WITH
COMPANY PAINT DESIGNS, INSIGNIAS OR OTHER COMPANY
MARKINGS WHICH ARE CLEARLY VISIBLE.
4. CONSTRUCTION EQUIPMENT SHALL HAVE AUTOMATIC
SIGNALING DEVICES TO SOUND AN ALARM WHEN MOVING IN
REVERSE.
5. ONLY RUBBER TIRED VEHICLES WILL BE ALLOWED ON EXISTING
PAVEMENT WHICH IS TO REMAIN.
COORDINATION AND COMMUNICATION
DURING CONSTRUCTION
1. IF AFTER HOURS OR WEEKEND WORK IS REQUIRED, THE
CONTRACTING OFFICER SHALL BE NOTIFIED 14 CALENDAR DAYS
PRIOR TO DAY OF NEED. AFTER HOURS OR WEEKEND WORK
ARE SUBJECT TO GOVERNMENT APPROVAL AND AVAILABILITY
OF ESCORTS.
2. ALL PERSONNEL ARE RESPONSIBLE FOR OBTAINING PROPER
PASS PRIOR TO ENTERING SITE. COORDINATE WITH
CONTRACTING OFFICER ON SUBMITTING ACCESS REQUESTS A
MINIMUM OF 14 CALENDAR DAYS PRIOR (ACCESS
REQUIREMENTS ARE SUBJECT TO SUDDEN CHANGES TO MEET
SECURITY REQUIREMENTS).
3. KEEP ALL ROADS CLEAN OF CONSTRUCTION DEBRIS, MUD, ETC.
AT ALL TIMES. PROVIDE EQUIPMENT AND PERSONNEL TO
CLEAN ROADS AS REQUESTED BY CONTRACTING OFFICER.
4. VIDEO DOCUMENT CONDITION OF STREETS, PARKING AREAS,
ETC. PRIOR TO CONSTRUCTION AND REPAIR DUE TO DAMAGE
CAUSED BY CONSTRUCTION AND/OR DEMOLITION ACTIVITIES AT
NO ADDITIONAL COST TO THE GOVERNMENT AS REQUESTED BY
CONTRACTING OFFICER.
CIVIL LEGEND ABBREVIATIONS
ME: MATCH EXISTING
FL: FLOW LINE
TC: TOP OF CURB
TW: TOP OF WALL
TYP: TYPICAL
DIA: DIAMETER
NTS: NOT TO SCALE
OCEW: ON CENTER EACH WAY
LEGEND NOTES
1. ALL SYMBOLS OR LINETYPES/PATTERNS ARE NOT NECESSARILY
USED ON THIS PROJECT.
2. SCREENING OR SHADING OF WORK IS USED TO INDICATE
EXISTING COMPONENTS OR TO DE-EMPHASIZE PROPOSED
IMPROVEMENTS TO HIGHLIGHT SELECTED TRADE WORK. REFER
TO CONTEXT OF EACH SHEET FOR USAGE .
GENERAL NOTES
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
R
S
E
O
K L A
H O
M A
P R
O J E
F O
R M
A T
I O
N R
E V
I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
T
E P
A
D R
A W
N
B
Y
R
P
C H
E C
K E
D
B
Y
E
S
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
2 3 4
E
D
C
B
A
M A
N A
G E
M E
F O
R M
A T
I O
N
1 2
E
D
C
B
A
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R
C I V
I L
L E
G E
D
G E
N E
R A
L
N
O T
E S
C-001
R P
9/21/20
W W
Y K
R E
P A
IR
S
T O
R M
W A
T E
R S
P
IL
L G
A T
E
S
T R
U C
T U
R
35% u t c e e k
K u h lm a n
C r e e k
Soldier Creek
K u h l m e e k
E e e k
E a u t c e e k
Elm Creek
E e e k
E e e k
E e e k
E e e k
E e e k
K u h l m e e k
E a u t c e e k
E e e k
West Crutcho Creek
W e s t
C r u t c h o
C r e e k
E e e k
S o l d i e e k
E e e k
S o ld ie r
C r e e k
S o l d i e e k
E a s t
C r u t c h o
C r e e k
E e e k
E a s t
C r u t c e e k
E a s t
C r u t c h o
C r e e k
S o l d i e r
C r e e k
S o l d i e e k
E a u t c e e k
S o l d i e r
C r e e k
S o l d i e e k
S o l d i e r
C r e e k
E a u t c e e k
E e e k
R U
N W
R
U
N
W
T A
X I W
A
X
I
W
TAXIWAY B
TAXIWAY C
T
A
X
I
W
A
X I W
K
A
X
IW
A Y
E
TAXIWAY A
T
A
X
I
W
TAXIWAY F
TAXIWAY D
TAXIWAY E
T
A
X
I
W
J
A
X I W
A
X
IW
A Y
A
T
A
X
I
W
TAXIWAY C
TAXIWAY D
T
A
X
I
W
TAXIWAY F
59475946
62540
61089
62509
62528
62523
62501X
43774
62512
62516
62525
35921
35916
99999
62543
32101
71086
53902
50414
55300
56601
930G
948-E
911-E
948-W
61019
911-W
33001
35913
62501
65672
930S
45134
43609
42116
62517
62515
62526
62527
62503
62513
61289
62542
62501OK
11289
99999
62501
15930
15908
15904
15904
15908
15908
15904
15904
15908
62502
41046
62501
62514
62501
61018
71089
99999
45134
96022
43120
41157
44045
45815
40592
40935
43610
62522
41163
15930
15930
11824
Arnold St.
E a s t
D r
SE 74th St
SE 59th St.
A i r
D e p o t
Patrol Rd.
S t a f f
D r
R e s e r
5th Ave
A
A v e
M u n i t i o
W a r e h o u
B
A v e
7th St.
H
A v e
M c N a r n e y
A v e
Mitchell Ave
A l e r t
R d
C o o k
A v e
W e s t
D r
E
A v e
Extender Dr.
Sentry Rd.
34th St.
T w in in g D r
5th Ave.
J o n e s
Globemaster Dr.
T o w e r
R d
Vanaman Rd.
I n d u s t r i a l
B l v d
S o u
S
1st St.
D o o l i t t e
P i c n i c
R d
J a m e s
D r
W o l f
A i r
D e p o t
A i r
D e p o t
D
A v e
R a w l i n g s
A v e
P e r i m e t e r
R d
R a p c
R e s e r
L
A v e
Hercules /Mercury Rd.
F
A v e
1st St.
B r o w n
D r
P o n d
R d
O r
D e p o t
A ir e y D r.
G e n e r t o
Bradley Dr.
Entrance Road "C"
Entrance Road "A"
C
A v e
C
A v e
G arden P lot R d.
H i l l t p
D o r m i t o r y
R d
D o r m i t o
M
A v e
C h e n n a u lt
D r
M i t c h e e
V a n d e n b u rg
S t.
E n g i n e
T e s t
D r
Doolittle Ave
W h i t e
D r
3rd Ave.
D
D r i v e
B a l l
P a r k
R d
Joint STARS Dr.
A i r
D e p o t
B l v d
Turbine Dr.
T u rb in e D r.
Central Plant Dr.
6th St.6th St.
F a l c
B l a c k b i
W e y l a n d l o o p
Propulsion Dr.
T h u n d e r b o
M uniti ons R
d. E xt.
C o d d in g
R d
Starlifter Dr.
Chidlaw Ct.
C o r s a i r
D r
R a p t
N i g h t
H a w k
C t
P h a n t o m
D r
F r a n k l i n
P o w e r h o u
S k y m a s t e r
D r
Spaatz Ct.
L a w r e n c e
M u n d e l l
Nabors Dr.
I n t r u d e r
D r
M c N i c k l e
M i l l e r
D r
T a i l
F e a t h
H o l d
A i r r
S m i t h
R a v
M i t c h e e
A p o t
A i r
D e p o t
Vanaman Rd.
1st St.
1st St.
R
U
N
W
B9001
B
BASE GOLF
COURSE
C I V
I L
O V
E R
A L
L
P
L
C-002
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
R
S
E
O
K L A
H O
M A
P R
O J E
F O
R M
A T
I O
N R
E V
I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
T
E P
A
D R
A W
N
B
Y
R
P
C H
E C
K E
D
B
Y
E
S
D E
S I G
N E
D
B
Y
R
P
D A
T E
D E
S C
R I P
T I O
N
2 3 4
E
D
C
B
A
M A
N A
G E
M E
F O
R M
A T
I O
N
1 2
E
D
C
B
A
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R
OVERALL PLAN
SCALE: 1" = 15,000
N
SCALE: 1" = 15,000'
15,000' 30,000' 60,000'
9/21/20
PROJECT
LOCATION
D O
U G
LA
S
B
LV
D
NORTH
W W
Y K
R E
P A
IR
S
T O
R M
W A
T E
R S
P
IL
L G
A T
E
S
T R
U C
T U
R
V
I L
O V
E R
A L
L
P
L A
N
C-003
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
R
S
E
O
K L A
H O
M A
P R
O J E
F O
R M
A T
I O
N R
E V
I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
R
P
D R
A W
N
B
Y
E
S
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
R
P
D A
T E
D E
S C
R I P
T I O
N
2 3 4
E
D
C
B
A
M A
N A
G E
M E
F O
R M
A T
I O
N
1 2
E
D
C
B
A
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R
N
9/21/20
PRIMARY AREA TO
BE VOID FILLED
AND SOIL
STABILIZED USING
POLYURETHANE
FOAM INJECTION.
SECONDARY AREA TO
UTILIZE POLYURETHANE
FOAM INJECTION TO
ADDRESS SUNKEN SLAB
AND SCOUR ISSUES
SUNKEN SLAB (SEE AS-BUILTS)
W W
Y K
R E
P A
IR
S
T O
R M
W A
T E
R S
P
IL
L G
A T
E
S
T R
U C
T U
R E
CONCRETE AREA
TO BE REPAIRED
(2
V
I L
O V
E R
A L
L
P
L A
N
C-004
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
R
S
E
O
K L A
H O
M A
P R
O J E
F O
R M
A T
I O
N R
E V
I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
T
E P
A H
D R
D R
A W
N
B
Y
R
P
C H
E C
K E
D
B
Y
E
S
D E
S I G
N E
D
B
Y
R
P
D A
T E
D E
S C
R I P
T I O
N
2 3 4
E
D
C
B
A
M A
N A
G E
M E
F O
R M
A T
I O
N
1 2
E
D
C
B
A
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R
9/21/20
0+00.00 0+50.00 0+76.99
EXISTING GROUND
PROPOSED SECURITY FENCE
WSEL
= 1234.61'
Q
= 638 cfs
V
= 1.24 ft/s
WSEL
= 1235.00'
Q
= 833 cfs
V
= 1.49 ft/s
EXISTING SECURITY FENCE
SECURITY BARS. SEE
STRUCTURAL FOR
MORE INFORMATION.
FENCE AT CHANNEL SECTION - OUTFALL 9
AS NOTED
PRIMARY AREA TO
BE VOID FILLED
SECONDARY AREA TO BE
POLY-JACKED TO CORRECT
SUNKEN SLAB
LEGEND
PROPOSED CHAIN LINK SECURITY FENCE
STEEL BEAM
PROPOSED METAL GRATE
PROPOSED CONCRETE PAVEMENT
EXISTING GROUND
EXISTING CHAIN LINK SECURITY FENCE
W W
Y K
R E
P A
IR
S
T O
R M
W A
T E
R S
P
IL
L G
A T
E
S
T R
U C
T U
R E
CONCRETE AREA
TO BE REPAIRED
CONCRETE AREA
TO BE REPAIRED
(3
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
R
A
R
S
E
O
K L A
H O
M A
P R
O J E
F O
R M
A T
I O
N R
E V
I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
R
P
C H
E C
K E
D
B
Y
E
S
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
2 3 4
E
D
C
B
A
M A
N A
G E
M E
F O
R M
A T
I O
N
1 2
E
D
C
B
A
I S
S U
E
D
A T
E
SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R
T E
C-005
P
CE
PRIMARY AREA TO FILL
VOID AND STABILIZE
SOIL USING
POLYURETHANE FOAM
INJECTION
SECONDARY AREA TO
ADDRESS SUNKEN
SLAB AND STABILIZE
SOIL USING
POLYURETHANE FOAM
INJECTION.
W W
Y K
R E
P A
IR
S
T O
R M
W A
T E
R S
P
IL
L G
A T
E
S
T R
U C
T U
R E
CONCRETE AREAS TO
BE REPAIRED. SEE
REFERENCE PHOTOS
C I V
I L
O V
E R
A L
L
P
L A
N
(4
X
X X
D O
U G
LA
S
BO
U
LE
VA
R D
X X
X X
X X
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
FU
EL
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC LOC LOC
LO
C
LO
C
LO
C
LOC LOC LOC LOC LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOCLOCLOCLOCLOCLOCLOCLOC
EXISTING SECURITY
FENCE TO REMAIN (TYP.)
EXISTING STORM BOX
CULVURT
EXISTING FLOODGATE WITH
CONCRETE CATWALK, HANDRAILS,
AND GATE CONTROLS
EXISTING CONCRETE
PAVEMENT TO REMAIN
EXISTING UNDERGROUND
ELECTRIC PER ATLAS
EXISTING CONCRETE
ELECTRIC VAULT
EXISTING ELECTRIC
POLE
EXISTING ABANDONED
JET FUEL PER ATLAS
EXISTING SANITARY
SEWER PER ATLAS
D O
U G
LA
S
BO
U
LE
VA
R D
EXISTING FLOODGATE
HEADWALL
EXISTING BOTTOM
OF CHANNEL
EXISTING TOP OF
CHANNEL
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
N
KE
R
A
IR
F O
R C
E
BA
SE
, O
KL
AH
O M
A
PR
O
JE
C
T
IN
FO
R
M
AT
IO
N
R
EV
IS
IO
N S
M
AR
K
D
ES
IG
N
G R
O U
P:
D R
AW
N
B Y:
C H
EC
KE
D B
Y:
D
ES
IG
N
ED
B
Y:
D
AT
E D
ES
C
R
IP
TI
O
N
1 2 3 4 5
E
D
C
B
A
M
AN
AG
EM
EN
T
IN
FO
R M
AT
IO
N
1 2 3 4 5
E
D
C
B
A
IS
SU
E D
AT
E:
SHEET
SHEET NUMBER
SH
EE
T
TI
TL
E
D
ES
IG
N
F
IL
E
LO
C
AT
IO
N
M
A R
C H
T E
P A
H
D R
KEYED NOTES
1. EXISTING SECURITY FENCE TO BE REMOVED TO NEAREST
POST.
2. EXISTING STEEL FENCE BRACE TO BE REMOVED.
3. PROPOSED 7-FT CHAIN LINK TEMPORARY SECURITY
FENCE. PERIMETER SECURITY SHALL BE MAINTAINED
DURING ALL CONSTRUCTION ACTIVITIES. TEMPORARY
SECURITY FENCING SHALL BE INSTALLED BEFORE
EXISTING FENCE REMOVAL AND BE KEPT IN PLACE UNTIL
THE COMPLETE INSTALLATION OF NEW PERIMETER
FENCE(S).
LEGEND
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY
RETAINED EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT,
IF ANY, SHALL REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED
INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN
ORDER TO IMPLEMENT CONTRACTORS TRENCH
EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS
AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH
EXCAVATION SAFETY PROTECTION THAT COMPLIES WITH,
AS A MINIMUM OSHA STANDARDS FOR TRENCH
EXCAVATIONS. CONTRACTOR AND/OR CONTRACTORS
INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY
PROGRAM IN ACCORDANCE WITHIN OSHA STANDARDS
GOVERNING THE PRESENCE AND ACTIVITIES OF
INDIVIDUALS WORKING IN AND AROUND TRENCH
EXCAVATION.
EXISTING SECURITY FENCEX
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND ALL SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR TO COORDINATE WITH BASE UTILITIES
AND VERIFY STATUS OF ABANDONED UTILITIES
BEFORE BEGINNING WORK.
N
SCALE: 1" = 10'
0 10' 20' 40'
C
IV
IL
EX
IS
TI
N
G C
O N
D
IT
IO
N
S
AN
D D
EM
O
LI
TI
O N
O
U
TF
AL
L
CD104
R P
R
P
E S
EXISTING CONDITIONS AND DEMOLITION - OUTFALL 9
SCALE: 1" = 10'1
EXISTING CONTOUR
EXISTING CONCRETE PAVEMENT
EXISTING SECURITY FENCE TO BE REMOVEDX
XXXX
CONSTRUCTION LIMITS (±0.16 AC.)LOC
TEMPORARY SECURITY FENCE
W W
Y K
R E
P A
IR
S
T O
R M
W A
T E
R S
P
IL
L G
A T
E
S
T R
U C
T U
R
X X
D O
U G
LA
S
BO
U
LE
VA
R D
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
O H
E O
H E
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOC LOC LOC
LO
C
LO
C
LO
C
LOC LOC LOC LOC LOC
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LO
C
LOCLOCLOCLOCLOCLOCLOCLOC
X X
X X
X X
EXISTING SECURITY
FENCE TO REMAIN (TYP.)
EXISTING STORM BOX
CULVURT
EXISTING FLOODGATE WITH
CONCRETE CATWALK, HANDRAILS,
AND GATE CONTROLS
EXISTING CONCRETE
PAVEMENT TO REMAIN
EXISTING UNDERGROUND
ELECTRIC PER ATLAS
EXISTING CONCRETE
ELECTRIC VAULT
EXISTING ELECTRIC
POLE
EXISTING ABANDONED
JET FUEL PER ATLAS EXISTING SANITARY
SEWER PER ATLAS
D O
U G
LA
S
BO
U
LE
VA
R D
EXISTING BOTTOM
OF CHANNEL
EXISTING TOP OF
CHANNEL
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
TI
N
KE
R
A
IR
F O
R C
E
BA
SE
, O
KL
AH
O M
A
PR
O
JE
C
T
IN
FO
R
M
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KEYED NOTES
1. PROPOSED SECURITY BARS BELOW SECURITY FENCE. SEE
SHEET S-101 FOR MORE INFORMATION.
2. PROPOSED SECURITY FENCE. INSTALL PERIMETER CHAIN
LINK FENCE. FENCE HEIGHT SHALL BE MINIMUM 11FT
FABRIC HEIGHT AND 12FT SECURE HEIGHT TO
OUTRIGGERS. SEE SHEET C-503 FOR DETAIL. SECURITY
FORCES PREFER TENSION WIRE INSTALLATION OF
FENCES. CONTRACTOR TO NOTIFY SECURITY FORCES IF
FIELD CONDITIONS LIMIT USE OF TENSION WIRE IN PLACE
OF TOP RAIL. CONTRACTOR TO VERIFY AND MATCH
EXISTING FENCE HEIGHT.
3. PROPOSED 7-FT CHAIN LINK TEMPORARY SECURITY
FENCE. PERIMETER SECURITY SHALL BE MAINTAINED
DURING ALL CONSTRUCTION ACTIVITIES. TEMPORARY
SECURITY FENCING SHALL BE INSTALLED BEFORE
EXISTING FENCE REMOVAL AND BE KEPT IN PLACE UNTIL
THE COMPLETE INSTALLATION OF NEW PERIMETER
FENCE(S).
LEGEND
EXCAVATION NOTE
CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY
RETAINED EMPLOYEE OR STRUCTURAL
DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT,
IF ANY, SHALL REVIEW THESE PLANS AND AVAILABLE
GEOTECHNICAL INFORMATION AND THE ANTICIPATED
INSTALLATION SITE(S) WITHIN THE PROJECT WORK AREA IN
ORDER TO IMPLEMENT CONTRACTORS TRENCH
EXCAVATION SAFETY PROTECTION SYSTEMS, PROGRAMS
AND/OR PROCEDURES. THE CONTRACTORS
IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR
PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH
EXCAVATION SAFETY PROTECTION THAT COMPLIES WITH,
AS A MINIMUM OSHA STANDARDS FOR TRENCH
EXCAVATIONS. CONTRACTOR AND/OR CONTRACTORS
INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY
CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY
PROGRAM IN ACCORDANCE WITHIN OSHA STANDARDS
GOVERNING THE PRESENCE AND ACTIVITIES OF
INDIVIDUALS WORKING IN AND AROUND TRENCH
EXCAVATION.
PROPSOED SECURITY FENCEX
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND ALL SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR TO COORDINATE WITH BASE UTILITIES
AND VERIFY STATUS OF ABANDONED UTILITIES
BEFORE BEGINNING WORK.
N
SCALE: 1" = 10'
0 10' 20' 40'
C
IV
IL
SI
TE
P
LA
N
O
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TF
AL
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CS104
E S
ITE PLAN - OUTFALL 9
SCALE: 1" = 10'1
SIGNAGE NOTE
PLACE WARNING SIGNS (NO DRONE SIGN, INSTALLATION
SIGN, AND MILITARY WORKING DOG SIGN) TO BE CLEARLY
VISIBLE TO PERSONS IMMEDIATELY OUTSIDE THE
PERIMETER OF POSTED AREAS. PLACE SIGNS SO AS NOT
TO AID INTRUDERS IN CLIMBING FENCES AND BREACHING
BARRIERS/BOUNDARIES. POST BILINGUAL SIGNS IN AREAS
WHERE ENGLISH MAY NOT BE THE PREDOMINATE
LANGUAGE OR WHERE A LARGE PORTION OF THE LOCAL
POPULATION MAY ONLY SPEAK ANOTHER LANGUAGE.
PLACE SIGNS AT INTERVALS NOT TO EXCEED 100 YARDS,
AT LIKELY AVENUES OF APPROACH, AND WHERE
BOUNDARIES MAKE ABRUPT CHANGES IN DIRECTION.
TEMPORARY SECURITY FENCE
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LOC LOC LOC
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LOC LOC LOC LOC LOC
LO
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LO
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LO
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LO
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LO
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LOCLOCLOCLOCLOCLOCLOCLOC
X X
X X
X X
25'
25'
SEE VIEW 3 SHEET CG107 FOR
FENCE PROFILE
D O
U G
LA
S
BO
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VA
R D
EXISTING SECURITY
FENCE TO REMAIN (TYP.)
EXISTING STORM BOX
CULVURT
EXISTING FLOODGATE WITH
CONCRETE CATWALK, HANDRAILS,
AND GATE CONTROLS
EXISTING CONCRETE
PAVEMENT TO REMAIN
EXISTING UNDERGROUND
ELECTRIC PER ATLAS
EXISTING CONCRETE
ELECTRIC VAULT
EXISTING ELECTRIC
POLE
EXISTING ABANDONED
JET FUEL PER ATLAS
EXISTING SANITARY
SEWER PER ATLAS
EXISTING FLOODGATE
HEADWALL
EXISTING BOTTOM
OF CHANNEL
EXISTING TOP OF
CHANNEL
ME ± XXX
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
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CG104
GRADING AND EROSION CONTROL PLAN - OUTFALL 9
SCALE: 1" = 10'1
LEGEND
EXISTING ASPHALT PAVEMENT
EXISTING SECURITY FENCEX
GENERAL NOTES
1. CONTRACTOR TO VERIFY LOCATIONS OF EXISTING
UTILITIES AND ALL SURVEY INFORMATION PRIOR TO
CONSTRUCTION.
2. CONTRACTOR TO COORDINATE WITH BASE UTILITIES
AND VERIFY STATUS OF ABANDONED UTILITIES
BEFORE BEGINNING WORK.
EXISTING CONTOURXXXX
KEYED NOTES
1. 3" TO 5" OPEN GRADED, WIRE WRAPPED ROCK
BERM. SEE DETAIL 5/C-501.
2. CONTRACTOR LAYDOWN AREA. EXACT
LOCATION TO BE COORDINATED WITH
CONTRACTING OFFICER.
3. PROVIDE D50 = 18" ROCK RIP-RAP. RIP-RAP TO BE
INSTALLED AT A DEPTH OF 16" AND MATCH
EXISTING SLOPES.
4. CONTRACTOR TO PUMP AND REROUTE WATER
FOR THE DURATION OF CONSTRUCTION.
PROPOSED ROCK BERM
CONSTRUCTION LIMITS (±0.16 AC.)LOC
PROPOSED ROCK RIP-RAP
FLOW ARROW
MATCH EXISTING ELEVATION
35%
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TIED AT LEAST SIX TIMES WITH HOG RINGS.
ABOVE GROUND LEVEL. THE WELDED WIRE MESH SHALL BE OVERLAPPED 6" AND
11 1/2 GAUGE GALVANIZED "T" POST CLIPS. THE TOP OF THE WIRE SHOULD BE 24"
ATTACH THE 2" X 4" 12 GAUGE WELDED WIRE MESH TO THE "T" FENCE POSTS WITH4.
2. LAY OUT THE SILT FENCE FOLLOWING AS CLOSELY AS POSSIBLE TO THE CONTOUR.
THAN 2") SO THAT A SMOOTH SURFACE CAN BE UTILIZED FOR ANCHORING THE SKIRT.
CLEAR THE GROUND OF DEBRIS, ROCKS, AND PLANTS (INCLUDING GRASSES TALLER1.
SILT FENCE NOTES:
3.
THE TOE OF THE SILT FENCE SHALL BE TRENCHED-IN SO THAT THE DOWNSLOPE FACE
OF THE TRENCH IS FLAT AND PERPENDICULAR TO THE LINE OF FLOW. WHERE THE
SILT FENCE CAN NOT BE TRENCHED-IN (E.G. PAVEMENT), WEIGHT THE FABRIC FLAP
WITH WASHED GRAVEL ON UPHILL SIDE TO PREVENT FLOW UNDER THE SILT FENCE.
5.
6.
SILT FENCE SPLICES SHOULD BE A MINIMUM OF 18" WIDE, ATTACHED IN AT LEAST
SIX PLACES. SPLICES IN CONCENTRATED FLOW AREAS WILL NOT BE ACCEPTED.
7.
8.
9.
10.
ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF 6 INCHES.
THE SILT SHALL BE DISPOSED OF IN AN APPROVED SITE AND IN SUCH A MANNER
AS TO NOT CONTRIBUTE TO ADDITIONAL SILTATION.
INSPECTION SHALL BE MADE WEEKLY OR AFTER EACH RAINFALL EVENT AND REPAIR
OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED.
SILT FENCE SHALL BE REMOVED WHEN THE SITE IS COMPLETELY STABILIZED SO AS
NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE.
STEEL POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT
ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. POST MUST BE EMBEDDED A
MINIMUM OF ONE FOOT.
SILT FENCE SHALL BE SECURELY FASTENED TO THE WOVEN WIRE MESH, WHICH IS
IN TURN SECURELY ATTACHED TO THE STEEL FENCE POSTS.
TYPICAL ELEVATION TYPICAL SECTION
INSTALL SILT FENCE AND TWO-FOOT WIDE VEGETATIVE FILTER MAT, ACROSS THE
LIMITS OF CONSTRUCTION WHERE APPLICABLE, ALONG CONTOUR AT INTERVALS OF
TEN VERTICAL FEET DOWNSLOPE OF ANY DISTURBANCE. WHEN THE SLOPE MEETS
OR EXCEEDS 25%, OR WHERE DISTURBED AREA IS WITHIN FIFTY LINEAR FEET OF
TOP OF BANK OF A WATER BODY, THE VEGETATIVE FILTER MAT SHALL BE
INSTALLED WITH A 100% COVERAGE, IN ADDITION TO OTHER REQUIRED ENVIRONMENTAL
PROTECTION MEASURES.
THE CONTRACTOR SHALL FIELD VERIFY THE TYPE, LOCATION, AND DEPTH OF ALL
UTILITY CROSSINGS PRIOR TO CONSTRUCTION IN ORDER TO ADJUST THE PIPE
GRADE IF NECESSARY AND AVOID DAMAGING THOSE UTILITIES. ADJUSTMENTS
SHALL BE APPROVED BY THE ENGINEER.
11.
12.
TREE PROTECTION FENCE ELEVATION
TREE PROTECTION FENCE PLAN
INDIVIDUAL TREE
STEEL "T" FENCE POST
WELDED WIRE MESH
FILTER FABRIC
WELDED WIRE MESH
FILTER FABRIC
STEEL "T" FENCE POST
EXIST. GRADE
ORANGE MESH TREE
PROTECTION FENCE AND
STEEL T-POSTS
DRIPLINE OF TREE
CRITICAL ROOT ZONE
ORANGE MESH TREE PROTECTION
FENCE AND STEEL T-POSTS
6'-0" O.C. MAX.
M
I N
8" MIN.
M
I N
S
T
E
10' - 0'' MAX.
DRIPLINE (VARIES)
FENCE LOCATION VARIES. SEE
NOTE.
PROVIDE SAND BAG
WHEN
LIGHTWEIGHT
FILTRATION
MATERIAL IS USED
IN SILT LOG
SILT FENCE DETAIL
SCALE: N.T.S.
TREE PROTECTION FENCE DETAIL
SCALE: N.T.S.
D
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A
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E
SILT SCREEN
M
I N
FLOW
CONCRETE PAVEMENT
SHEATHING OR EQUIVALENT
SILT LOG DETAIL
NO SCALE
M
I N
ROCK BERM NOTES:
USE ONLY OPEN GRADED ROCK 4-8 INCH DIAMETER FOR STREAM FLOW CONDITIONS
USE OPEN GRADED ROCK 3-5 INCH DIAMETER FOR OTHER CONDITIONS.
1.
2. THE ROCK BERM SHALL BE SECURED WITH A WOVEN WIRE SHEATHING HAVING
MAXIMUM 1 INCH OPENING AND MINIMUM WIRE DIAMETER OF 20 GAUGE.
WHEN THE STRUCTURE CEASES TO FUNCTION AS INTENDED, DUE TO SILT
3.
4.
5.
BE REMOVED WHEN ACCUMULATION REACHES 6 INCHES.
DAILY INSPECTION SHALL BE MADE ON SEVERE-SERVICE ROCK BERMS; SILT SHALL
OF IN AN APPROVED SITE AND IN A MANNER AS TO NOT CREATE A
SILTATION PROBLEM.
ONE FOOT, WHICHEVER IS LESS, THE SILT SHALL BE REMOVED AND DISPOSED
WHEN THE SITE IS COMPLETELY STABILIZED, THE BERM AND ACCUMULATED SILT
SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER.
6.
WOVEN WIRE SHEATHING
M
I N
THE ROCK BERM SHALL BE INSPECTED WEEKLY OR AFTER EACH RAIN, AND THE
STONE AND/OR FABRIC CORE-WOVEN SHEATHING SHALL BE REPLACED
ACCUMULATION AMONG THE ROCKS, WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC.
WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD THE HEIGHT OF THE BERM OR
ROCK BERM
FLOW
CROSS SECTION
F
L
O
W
PLAN
STAPLE DETAIL
CONCRETE WASHOUT
SIGN DETAIL
(OR EQUIVALENT)
SECTION B
NOTES:
1. ACTUAL LAYOUT DETERMINED IN FIELD.
2. THE CONCRETE WASHOUT SIGN SHALL BE
INSTALLED WITHIN 30 FT. OF THE TEMPORARY
CONCRETE WASHOUT FACILITY.
10 MIL
PLASTIC LINING
STAKE
(TYP)
STRAW BALE
(TYP)
1/8" DIA.
STEEL WIRE
PLYWOOD
48"X24"
PAINTED WHITE
BLACK LETTERS
6" HEIGHT
0.5" LAG SCREWS
WOOD POST
3"X3"X8'
STAPLES
(2 PER BALE)
10 MIL
PLASTIC
LINING
BINDING WIRE
STRAW BALE
WOOD OR
METAL STAKES
(2 PER BALE)
NATIVE MATERIAL
10' MIN
V A
R I E
S
2"
24'' MIN.
M
I N
CONCRETE WASHOUT PIT DETAIL
SCALE: N.T.S.
ROCK BERM DETAIL
SCALE: N.T.S.
EXISTING
ROADWAY
PLAN
SECTION
NOTES:
1. LOCATE THE STABILIZED CONSTRUCTION ENTRANCE AS NEEDED FOR
CONSTRUCTION OPERATIONS AND REGULATORY COMPLIANCE.
2. USE DESIGNATED STABILIZED ENTRANCE(S) FOR ALL CONSTRUCTION TRAFFIC.
3. WIDTH "W" IS DEPENDENT ON USAGE AND SITE CONDITIONS. AT A MINIMUM,
PROVIDE AND CONSTRUCT AN ENTRANCE FIFTEEN (15) FEET IN WIDTH FOR
ONE-WAY TRAFFIC AND TWENTY-FOUR (24) FEET IN WIDTH FOR TWO-WAY TRAFFIC.
4. MINIMUM SIZE OF STONE OR RECYCLED CONCRETE IS TWO (2) INCHES.
5. A FIFTEEN (15) FOOT RADIUS IS ALSO ACCEPTABLE FOR THE RETURN PORTION OF
THE ENTRANCE.
6. CLEAN SEDIMENT FROM VEHICLES PRIOR TO ENTRANCE ONTO A PUBLIC
ROADWAY. WASH VEHICLES ON AN AREA STABILIZED WITH CRUSHED STONE OR
AGGREGATE WITH DRAINAGE DIRECTED AWAY FROM BOTH THE STREET AND THE
STABILIZED ENTRANCE. PREVENT ALL SEDIMENT FROM ENTERING ANY STORM
DRAIN, DITCH OR WATER COURSE USING ADDITIONAL BMP'S AND APPROVED
METHODS.
7. MAINTAIN THE ENTRANCE IN A CONDITION WHICH WILL PREVENT TRACKING OR
FLOWING OF SEDIMENT ONTO PAVED SURFACES. THIS MAY REQUIRE PERIODIC
TOP DRESSING WITH ADDITIONAL STONE OR REPLACEMENT OF TOP SURFACING
AS CONDITIONS DEMAND. ALL SEDIMENT SPILLED, DROPPED, WASHED OR
TRACKED ONTO PAVED SURFACES MUST BE REMOVED IMMEDIATELY.
8. REMOVE THE ENTRANCE AT THE END OF THE CONSTRUCTION AND RESTORE AREA.
STONE OR RECYCLED CONCRETE
EXISTING ROADWAY
GEOTEXTILE FILTER FABRIC
(US FABRICS - US 250NW OR EQUAL)
50' MIN
10'
2'
W
3'
CONSTRUCTION ENTRANCE
SCALE: N.T.S.
SAND, MULCH, FIBER,
OR EQUIVALENT
CRITICAL ROOT ZONE (C.R.Z.)
RADIUS = 1 FT. PER INCH OF
TRUNK DIAMETER
NOTE:
FENCE TO BE LOCATED 10' BEYOND THE TREE DRIPLINE. WHERE IT IS NOT POSSIBLE TO PLACE 10' BEYOND DRIP LINE, PROVIDE FENCE AT LIMITS OF CRITICAL
ROOT ZONE RADIUS = 1 FT. PER INCH OF TRUNK DIAMETER . REFERENCE TINKER SPEC 00 72 00.
9/21/20
35%
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STEEL
1. DESIGN STRENGTHS:
WIDE FLANGE AND TEES: Fy=50 KSI
PIPES Fy=35 KSI
STAINLESS STEEL Fy=33 KSI
HSS SECTIONS Fy=46 KSI
ALL OTHER PLATES AND SHAPES: Fy=36 KSI
2. DIMENSIONS:
TO CENTERLINES OF COLUMNS AND BEAMS, TOP SURFACES OF BEAMS AND TUBES AND
BACKS OF CHANNELS AND ANGLES UNO.
3. ELEVATIONS:
TOP OF STEEL REFERS TO TOP SURFACE OF MEMBER OR FLANGE UNO.
4. WHEN FILLET WELD SIZE IS NOT INDICATED, PROVIDE MAXIMUM WELD SIZE BASED ON
MATERIAL THICKNESS IN ACCORDANCE WITH AISC SPECIFICATIONS.
5. ALL BOLTED STRUCTURAL CONNECTIONS ARE BEARING TYPE CONNECTIONS UNLESS
OTHERWISE SPECIFIED TO BE SLIP-CRITICAL. PROVIDE COMPRESSIBLE WASHER TYPE DIRECT
TENSION INDICATORS OR TWIST OFF TYPE. TENSION-CONTROL BOLTS CONFORMING TO RCSC,
SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH-STRENGTH BOLTS SHALL BE PROVIDED
AT ALL BOLTED CONNECTIONS.
6. CONFORM TO AISC 360, SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS AND AISC 341, SEISMIC DESIGN MANUAL.
7. ALL STEEL BEAMS SHALL RECEIVE STANDARD CAMBER PER THE SPECIFICATIONS UNLESS
NOTED OTHERWISE ON THE PLANS. BEAMS REQUIRING SPECIAL CAMBER ARE DENOTED ON
THE BEAMS SHOWN ON THE FRAMING PLANS. EXAMPLE:(+1/2") INDICATES 1/2".
8. ALL STEEL SHALL BE GALVANIZED. REFERENCE SPECIFICATION 05 12 00 FOR REQUIREMENTS.
GENERAL
1. SCOPE
THE NOTES ON THIS SHEET AND THE STANDARD STRUCTURAL DETAILS ARE GENERAL
AND APPLY TO THE ENTIRE PROJECT WHETHER SPECIFICALLY CALLED OUT OR NOT,
EXCEPT WHERE THERE ARE SPECIFIC INDICATIONS TO THE CONTRARY ON
STRUCTURAL SHEETS. IF THERE ARE QUESTIONS, THEY SHALL BE SUBMITTED TO THE
STRUCTURAL ENGINEER AND ANSWERED IN WRITING PRIOR TO CONSTRUCTION.
2. APPLICABLE SPECIFICATIONS AND CODES
A. INTERNATIONAL BUILDING CODE, IBC 2018 WITH APPLICABLE EDITIONS OF THE CODE
REFERENCED STANDARDS.
B. ACI 318-14
C. UFC 3-301-01 (DATED 1 OCT 2019)
D. AISC 360-16
3. DESIGN CRITERIA
A. DEAD LOAD:
· ACTUAL TRIBUTARY STRUCTURE WEIGHT
B. WIND:
· BASIC DESIGN WIND SPEED; V
ULT
: 109 MPH
· ALLOWABLE STRESS DESIGN WIND SPEED; V
ASD
: 84 MPH
· RISK CATEGORY: II
· EXPOSURE: C
D. SEISMIC:
· RISK CATEGORY: II
· IMPORTANCE FACTOR: 1.00
· SPECTRAL RESPONSE ACCELERATION, S
S
: 0.300g
· SPECTRAL RESPONSE ACCELERATION, S
: 0.080g
· SITE CLASS: D
· SEISMIC DESIGN CATEGORY: B
· SPECTRAL RESPONSE COEFFICIENT, SD
S
: 0.313g
· SPECTRAL RESPONSE COEFFICIENT, SD
: 0.127g
E. SNOW LOAD:
· GROUND SNOW LOAD; P
g
: 10 PSF
· FROST PENETRATION 18 IN
4. SAFETY
SAFETY AND STRUCTURE STABILITY DURING CONSTRUCTION ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR. STRUCTURES HAVE BEEN DESIGNED TO RESIST
THE DESIGN LIVE LOADS ONLY AS A COMPLETED STRUCTURE.
5. OPENINGS
OPENINGS FOR PIPES, DUCTS, CONDUITS, ETC. ARE NOT ALL SHOWN ON THE
STRUCTURAL DRAWINGS. COORDINATE AND PROVIDE OPENINGS AS REQUIRED TO
ACCOMMODATE ALL WORK SHOWN OR SPECIFIED IN THE CONTRACT DOCUMENTS AND
OTHERWISE REQUIRED FOR THE FURNISHING OF A FUNCTIONALLY COMPLETE
PROJECT. REINFORCE AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS
UNLESS OTHERWISE SHOWN.
6. STANDARD DETAILS
THE STANDARD DETAILS DEPICT TYPICAL DETAILING TO BE USED ON THIS PROJECT. IF
CONDITIONS ARE NOT EXPLICITLY SHOWN ON THE DRAWINGS THEY SHALL BE MADE
SIMILAR TO THE STANDARD DETAILS. OBTAIN APPROVAL OF ENGINEER IN WRITING FOR
SIMILAR CONDITIONS PRIOR TO CONSTRUCTION.
7. THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND ELEVATIONS OF EXISTING
CONSTRUCTION AS REQUIRED TO COORDINATE NEW CONSTRUCTION. SUBMIT
REQUIRED CHANGES FOR APPROVAL.
CONCRETE
1. DESIGN STRENGTHS:
F'c = 4,000 PSI
Fy = 60,000 PSI
2. CONCRETE COVER
UNLESS OTHERWISE NOTED, PROVIDE CONCRETE COVER FOR REINFORCING AS
FOLLOWS:
CONCRETE DEPOSITED AGAINST EARTH: 3"
ALL OTHER: 2"
SEE DRAWINGS FOR EXCEPTIONS
3. SEE SPECIFICATIONS FOR REINFORCING PLACEMENT REQUIREMENTS.
4. REFER TO OTHER DISCIPLINE DRAWINGS PRIOR TO CONSTRUCTION FOR EMBEDDED
ITEMS AND PENETRATIONS NOT SHOWN ON STRUCTURAL DRAWINGS. REINFORCE
AROUND OPENINGS PER STANDARD STRUCTURAL DETAILS UNLESS OTHERWISE
SHOWN.
5. PROVIDE 3/4" CHAMFERS AT ALL EXPOSED EDGES AND 1/2" CHAMFERS AT JOINTS AS
SHOWN. NOT ALL CHAMFERS MAY BE SHOWN ON DRAWINGS.
6. FIELD ADJUST REINFORCING AT OPENINGS AND EMBEDDED ITEMS AS INDICATED.
7. ANCHOR BOLTS NOT SPECIFIED BY ENGINEER SHALL BE DESIGNED AND CERTIFIED BY A
REGISTERED PROFESSIONAL ENGINEER, RETAINED BY THE CONTRACTOR, IN
ACCORDANCE WITH APPLICABLE PROJECT AND CODE REQUIREMENTS. SUBMIT AS A
SHOP DRAWING FOR REVIEW AND APPROVAL BY THE ENGINEER. COORDINATE
LOCATION, SIZE AND EMBEDMENT PRIOR TO CASTING CONCRETE.
8. ABSOLUTELY NO WELDING OF REINFORCING BARS OR TORCHING TO BEND
REINFORCING BARS SHALL BE ALLOWED WITHOUT SPECIFIC APPROVAL FROM THE
STRUCTURAL ENGINEER.
9. ALL CAST-IN-PLACE AND POST-INSTALLED ANCHORS INDICATED IN THE STRUCTURAL
DOCUMENTS SHALL COMPLY WITH ACI 318 (CHAPTER 17), AND CHAPTER 19 OF THE IBC.
ALL EXPANSION AND ADHESIVE ANCHORS SHALL HAVE THE ICC REPORT SHOWING
EQUIVALENT LOAD CAPACITY. SUBMIT AND INSTALL PER THE ICC EVALUATION REPORT.
10. PRIOR TO INSTALLING POST INSTALLED ANCHORS INTO CONCRETE, THE CONTRACTOR
SHALL LOCATE REINFORCING. DO NOT DAMAGE CONCRETE REINFORCING.
11. DETAIL ALL STIRRUPS, HOOKS, AND BENDS PER CRSI MANUAL OF STANDARD PRACTICE,
UNLESS NOTED OTHERWISE.
A/E ARCHITECT/ENGINEER
AB ANCHOR BOLT
ADDL ADDITIONAL
ADH ADHESIVE
AFF ABOVE FINISH FLOOR
AFG ABOVE FINISH GRADE
ALUM ALUMINUM
ANC ANCHOR
APPROX APPROXIMATE
APVD APPROVED
ARCH ARCHITECTURAL
BC BOTTOM CHORD
BLDG BUILDING
BLKG BLOCKING
BM BEAM
BOL BOLLARD
BOT BOTTOM
BP BASE PLATE
BRG BEARING
BTB BACK TO BACK
BTW BETWEEN
C CHANNEL SHAPE
CHD CHORD
CHKD CHECKERED
CIP CAST-IN-PLACE
CJ CONSTRUCTION JOINT
CL CENTERLINE
CLJ CONTROL JOINT
CLR CLEAR
CMU CONCRETE MASONRY
UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTRUCTION
CONT CONTINUOUS
CTC CENTER TO CENTER
CTR CENTER
CY CUBIC YARD
D DEEP
DBA DEFORMED BAR ANCHOR
DBL DOUBLE
DEMO DEMOLITION
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIST DISTANCE
DL DEAD LOAD
DT DOUBLE TEE
DTL DETAIL
DWG DRAWING
DWL DOWEL
E EAST
EA EACH
ECC ECCENTRIC
EF EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ENGR ENGINEER
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EW EACH WAY
EWEF EACH WAY, EACH FACE
EWTB EACH WAY, TOP AND
BOTTOM
EXP EXPANSION
EXST EXISTING
FAB FABRICATOR
FD FLOOR DRAIN
FDTN FOUNDATION
FG FINISHED GRADE
FIG FIGURE
FIN FINISH
FLR FLOOR
FOC FACE OF CONCRETE,
FACE OF CURB
FR FRAME
FRP FIBERGLASS REINFORCED
PLASTIC
FT FEET, FOOT
FTG FOOTING
FV FIELD VERIFY
GA GAGE (METAL THICKNESS)
GALV GALVANIZED
GEN GENERAL
GR GRADE
GRTG GRATING
HC HOLLOW CORE
HDR HEADER
HK HOOK
HORIZ HORIZONTAL
HP HIGH POINT
HS HEADED STUD
HSS HOLLOW STRUCTURAL
SHAPE
HT HEIGHT
ID INSIDE DIAMETER
IF INSIDE FACE
IN INCH
INFO INFORMATION
INT INTERIOR, INTERSECTION
INV INVERT
JF JOINT FILLER
JST JOIST
JT JOINT
K KIP
KB KNEE BRACE
KLF KIPS PER LINEAR FOOT
KSI KIPS PER SQUARE INCH
L ANGLE, LENGTH
LAD LADDER
LB POUND
LF LINEAR FOOT
LG LONG
LIN LINEAR
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LNG LONGITUDINAL
LOC LOCATION
LP LOW POINT
LWC LIGHTWEIGHT CONCRETE
MAX MAXIMUM
MBR MEMBER
MC MOMENT CONNECTION
MCJ MASONRY CONTROL
JOINT
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
ML MASONRY LINTEL
N NORTH
NIC NOT IN CONTRACT
NOM NOMINAL
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
OVHG OVERHANG
PAR PARALLEL
PCF POUNDS PER CUBIC FOOT
PCLJ PARTIAL CONTROL JOINT
PEN PENETRATION
PEMB PRE ENGINEERED METAL
BUILDING
PL PLATE
PLBG PLUMBING
PLF POUNDS PER LINEAR
FOOT
PREFAB PREFABRICATED
PRELIM PRELIMINARY
PS PIPE SUPPORT, PUMP
STATION
PSF POUNDS PER SQUARE
FOOT
PSI POUNDS PER SQUARE
INCH
PT POINT
PVC POLYVINYL CHLORIDE
QTY QUANTITY
RECT RECTANGULAR
REF REFERENCE
REINF REINFORCING
REQD REQUIRED
REV REVISION
RO ROUGH OPENING
RTW RETAINING WALL
S SOUTH
SCH SCHEDULE
SECT SECTION
SF SQUARE FOOT
SHT SHEET
SIM SIMILAR
SL SLOPE
SLTD SLOTTED
SOG SLAB ON GRADE
SPA SPACING
SPEC SPECIFICATION
SQ SQUARE
SST STAINLESS STEEL
STD STANDARD
STIR STIRRUP
STL STEEL
STR STRUCTURAL, STRAIGHT
SUSP SUSPENDED
T&B TOP AND BOTTOM
T/ TOP OF
TD TRENCH DRAIN
TEMP TEMPORARY
THK THICK
TOB TOP OF BEAM
TOC TOP OF CONCRETE
TOF TOP OF FOOTING
TOG TOP OF GRATING
TOM TOP OF MASONRY
TOS TOP OF SLAB, TOP OF
STEEL
TOW TOP OF WALL
TPG TOPPING, THROUGH
PLATE GIRDER
TYP TYPICAL
ULT ULTIMATE
UNO UNLESS NOTED
OTHERWISE
VERT VERTICAL
VOL VOLUME
W WEST, WIDE, WIDE
FLANGE BEAM
W/ WITH
W/O WITHOUT
WF WIDE FLANGE
WLD WELDED
WM WIRE MESH
WP WORK POINT
WS WATERSTOP
WT WEIGHT
WWF WELDED WIRE FABRIC
1. THESE ABBREVIATIONS APPLY TO THE STRUCTURAL SET OF CONTRACT DRAWINGS.
2. LISTING OF ABBREVIATIONS DOES NOT IMPLY THAT ALL ABBREVIATIONS ARE USED IN THE
CONTRACT DRAWINGS.
3. ABBREVIATIONS SHOWN ON THIS SHEET INCLUDE VARIATIONS OF A WORD. FOR EXAMPLE,
"MOD" MAY MEAN MODIFY OR MODIFICATION; "INC" MAY MEAN INCLUDED OR INCLUDING AND
"REINF" MAY MEAN EITHER REINFORCE OR REINFORCING.
ABBREVIATIONS NOTES:
GENERAL STRUCTURAL NOTES (GSN) STRUCTURAL ABBREVIATIONS
f'c = 4.0 - 5.0 ksi fy = 60.0 ksi
OTHER
OTHER TOP
TOP
#3
BAR SIZE
LAP LENGTH (IN.)
38 37 29
#5
#4
#7
#6
#9
#10
89#11
#8 48
NOTES:
1. LAP LENGTHS SHOWN ARE FOR CLASS "B" TENSION SPLICES.
2. LAP LENGTHS AND EMBEDMENTS SHOWN ARE FOR BARS SPACED
LATERALLY ≥ FIVE TIMES THE BAR DIAMETER (CENTER TO CENTER) AND
FOR MINIMUM COVER IN ACCORDANCE WITH ACI-318.
3. IF SPACING IS < 5 TIMES BAR DIAMETER (CENTER TO CENTER), INCREASE
LAP LENGTH AND EMBEDMENT PER ACI-318.
4. TOP REINFORCING IS HORIZONTAL STEEL SO PLACED THAT MORE THAN
12" OF CONCRETE IS CAST IN THE MEMBER BELOW THE REINFORCING.
DEVELOPEMENT LENGTH L
d
(IN.)
LAP LENGTHS
SCALE: NTS
S-002
180 DEG STD HOOK90 DEG STD HOOK
L d h
D E
V E
L O
P M
E N
T
L E
N G
T H
(*) MIN
COVER
HL=
HOOK LENGTH
CONCRETE JOINT
M I N
C O
V E
R
HW=
HOOK WIDTH
T L
T A
L
N
G T
H
TL
3"
5"
4 1/2"
HW
4"
5"
3"
7"
8"
1'-1"
11 3/4"
8"
7"
1'-2 3/4"
1'-1 1/4" 11 1/2"
10 1/2"
6"6"
HL
8"
6"
10"
Ldh
BAR SIZE
#3
#5
#4 7"
9"
6"
1'-2"
1'-7"
1'-4"
1'-10"
2'-0"
#7
#9
#8
#10
#11
15"
17"
19"
14"
12"
#6 10"1'-0"
GRADE 60
f'c=4.0 OR 4.5 KSI
D
2 1/4"
3 3/4"
3"
5 1/4"
6"
12"
10 3/4"
9 1/2"
4 1/2"
P
COMPLYING WITH MINIMUM COVER REQUIREMENTS OF
ACI 318. OTHERWISE Ldh MUST BE RE-CALCULATED.
REINFORCING HOOK SCHEDULE
SCALE: NTS
S-002
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
K E
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F O
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I O
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M A
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S I G
N
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U P
D R
A W
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B
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C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
D A
T E
D E
S C
R I P
T I O
N
2 3 4
E
D
C
B
A
M A
N A
G E
M E
F O
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A T
I O
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1 2
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D
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A
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S U
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SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
D E
S I G
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I L
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A T
I O
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P A
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D R
S T
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S-001
L E
M
S F
F
B K
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W W
Y K
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P A
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S
T O
R M
W A
T E
R S
P
IL
L G
A T
E
S
T R
U C
T U
R
L3x3x1/4 WITH 1/8" GREATER
THAN BAR DIAMETER HOLES
@ 6"OC 4" ABOVE BOTT OF
FENCE FABRIC. CONTINUOUS
BTWN FENCE POSTS.
TYPICAL SECURITY BARS AT DRAINAGE CROSSINGS (H < 7'-0")
SCALE: NTS
S-101
X X X X X X X X X X X X
XXXX
X X X X X X X X X X X X
XXXX
X X X X X X X X X X X X
XXXX
XXXXXXXXXXXX
XXXXXXXXXXXX
XXXXXXXXXXXX
X X X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X X X
XXXXXXXXXXXX
XXXXXXXXXXXX
XXXXXXXXXXXX
XXXXXXXXXXXX
X X X X
XXXXXXXXXXXX
X X X X
XXXXXXXXXXXX
X X X X
E M
B E
D
S
E E
S
T
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B
S-102
GALV HORIZ FLAT BAR
2 1/4x3/8 @ 9"OC W/
HOLES 1/8" GREATER
THAN BAR DIAMETER
10'-0" (TYP)
GALV HORIZ FLAT BAR 2 1/4x3/8
@ 9"OC W/ HOLES 1/8"
GREATER THAN BAR DIAMETER
FENCE POST,
SEE CIVIL
GALV #6@6" OC
VERTICAL BARS
GALV #6@6" OC
VERTICAL BARS
S-102
A
S-102
C
S-102
H
M
A X
T/ BM +6"
ABOVE GRADE
TYPICAL SECURITY BARS AT DRAINAGE CROSSINGS (H ≥ 7'-0")
SCALE: NTS
S-101
H
S
T
E E
M B
E D
S
S
XXXXXXXXXXXX
XXXXXXXXXXXX
XXXXXXXXXXXX
X X X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X
X X X X X X X X X X X X X X X X X X X X X X
10'-0" (TYP)
GALV L3x3x1/4 WITH 1/8"
GREATER THAN BAR DIAMETER
HOLES @ 6"OC 4" ABOVE BOTT
OF FENCE FABRIC. CONTINUOUS
BTWN FENCE POSTS.
FENCE POST,
SEE CIVIL
XXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXX
XXXXXXXXXXXXXXXXXXXXXX
M
A X
T
Y P
EMBED POST
PER CIVIL
DETAILS, (TYP)
GALV L3x3x5/16 WITH 1/8"
GREATER THAN BAR
DIAMETER HOLES @ 6" OC.
NOTE:
WHERE HEIGHT, H, BETWEEN BOTTOM OF
FENCE AND CREEK IS LESS THAN 7'-0", EXTEND
FENCE POST DOWN AND EMBED IN CONCRETE
PIER. WHERE H EXCEEDS 7'-0" PROVIDE
CONCRETE COLUMN PER SECTION D.
D
S-102
D
S-102
EXTEND GRADE BEAM REINF INTO
PIERS OR PROVIDE MATCHING
DOWELS. EMBED MIN 6" INTO
CONC PIER, TYP @ EA PIER.
H
S
T
E
SHEET NOTES:
1. REFERENCE CIVIL DRAWINGS FOR LOCATIONS
AND PROFILES FOR ALL DRAINAGE CROSSINGS.
2. GENERIC PROFILES ARE SHOWN. ALL PROFILES
AND DIMENSIONS SHALL BE FIELD VERIFIED.
3. ALL STEEL SHALL BE GALVANIZED IN
ACCORDANCE WITH SPECIFICATIONS.
CONTRACTOR MAY SHOP FABRICATE SECURITY
PANELS TO GREATEST EXTENT POSSIBLE BASED
ON FIELD MEASUREMENTS. WHERE GALVANIZED
STEEL IS WELDED OR DAMAGED, PROVIDE
GALVANIZING REPAIR PAINT PER SPECIFICATION
05 12 00.
OF
AIR FORCE MATERIEL COMMAND
72 ABW CIVIL ENGINEER DIRECTORATE
TINKER AFB, OK
T I N
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H O
M A
P R
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F O
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N R
E V
I S
I O
N S
M A
R K
D E
S I G
N
G
R O
U P
D R
A W
N
B
Y
C H
E C
K E
D
B
Y
D E
S I G
N E
D
B
Y
L E
M
D A
T E
D E
S C
R I P
T I O
N
2 3 4
E
D
C
B
A
M A
N A
G E
M E
F O
R M
A T
I O
N
1 2
E
D
C
B
A
I S
S U
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D
A T
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SHEET
SHEET NUMBER
S H
E E
T
T
I T
L E
D E
S I G
N
F
I L
E
L
O C
A T
I O
N
R
T E
P A
H
D R
S T
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C T
U R
A L
T Y
P I C
C
U R
I T
Y
B A
D
R A
I N
A G
E
C R
O S
S I N
G S
S-101
S F
F
B K
T
W W
Y K
R…
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