Attachment 8 - Seed Project Drawings.pdf
PDF 5 MB Posted
- Attached to
- SABER Contract for Altus AFB, OK
- Solicitation number
- FA441920R0001
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TBD
t h
S
TBD
Shed
Shed
Equipment
Natural Gas Fac
Fir Dr
F Ave s t
S t
A l t u s
R d
B Ave
Ordnance Rd
L
A v e n d
S t
B u r
D
T
H
F e r g u s o n
S t
E Ave s t
S t
Ordnance Rd n d
S t
Dogwood Dr
J Ave
C e d a e
R i d l e y
S t
C a l u m e t
A v e
B u b a c z
S t
E v e r g r e e n e
E Ave
T o m a h a w k
L n e
P o n d e r
S t r d
S t r d
S t
W o o d r i n g
S t
C h a l l e n g e r
B l v d
C e t h
S t
N
B u
G o l f
I n e z
B l v d
F u e l
S t o r a g e
R d
H o t e l
S
K
P l a c e
T r a f f i c i r
S e a r c e
R d
Falcon Rd
Access Rd
A c c e s s
R d
A
T A
X I W
Y
T A
X I W
T A
X I W
B
A
X
I
W
T
A
X
I
W
T A
X I W
TAXIWAY E1
TAXIWAY D
T
A
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I
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T
A
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PROJECT LOCATION
SCALE: NTS
ALTUS AFB, OKLAHOMA
B164 SANITARY SEWER 6" LATERAL LINE
AGGN201002
HOST BASE COORDINATION/SIGNATURES
M A R K
D E S C R I P T I O N
DESIGNED
IN-HOUSE
D A T E
ASBESTOS CONTAINING MATERIAL(ACM)
& LEAD BASED PAINT(LBP) STATEMENT
ACM/LBP MATERIALS WILL BE LEFT IN PLACE FOR THIS PROJECT.
ACM/LBP MATERIALS WILL BE REMOVED UNDER THIS PROJECT.
NO SUSPECTED ACM/LBP WAS FOUND DURING VISUAL INSPECTIONS.
THIS PROJECT WILL NOT DISTURB ANY ACM/LBP MATERIALS.
BASE ENVIRONMENTAL:
REVIEWED/SIGNED BY:
GENERAL NOTES:
1. ALL DIMENSIONS GIVEN FOR EXISTING CONSTRUCTION ARE TO BE
CONSIDERED APPROXIMATE AND SHALL BE FIELD VERIFIED.
2. VERIFIED DIMENSIONS SHALL APPEAR ON CONTRACTOR SHOP
DRAWINGS PRIOR TO BEING SUBMITTED FOR APPROVAL.
3. SHEET NOTES PERTAIN SPECIFICALLY TO THE SHEET THEY APPEAR ON
UNLESS NOTED OTHERWISE.
4. PATCH AND REPAIR ALL HOLES CREATED BY ABANDONED AND REMOVED
MECH. OR ELECT. PIPING, DUCTWORK AND/OR MATERIALS.
5. THE WORK SHALL PROVIDE A COMPLETE, FINISHED, OPERATING/
FUNCTIONING ASSEMBLY, OR APPARATUS READY FOR USE BY OTHER
CONTRACTORS TO WHICH CONNECTION OR USE IS REQUIRED, AND FOR
ACCEPTANCE BY GOVERNMENT.
6. EACH CONTRACTOR SHALL PROVIDE ALL NECESSARY INCIDENTALS AS
REQUIRED BY THEIR WORK EVEN IF NOT SHOWN OR SPECIFICALLY
MENTIONED ON THE DRAWINGS OR IN THE SPECIFICATIONS,
INCLUDING SPECIFIC ITEMS REQUIRED BY CODE TO MAKE THE WORK
COMPLETE.
7. THE CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE PROJECT
PRIOR TO BID. THE CONTRACTOR SHALL VISIT THE SITE, CHECK &
VERIFY ALL CONDITIONS. STUDY ALL SHEETS OF DRAWINGS AND
READ THE PROJECT STATEMENT OF WORK.
8. ANY SURFACE FINISHES DAMAGED BY DEMOLITION OR NEW
CONSTRUCTION SHALL BE REPAIRED TO MATCH PRIOR CONDITION
UNLESS NOTED OTHERWISE.
9. ALL MATERIALS, EQUIPMENT, DEVICES & INSTALLATION THEREOF
SHALL CONFORM WITH THE FOLLOWING CODES, STANDARDS,
REGULATIONS AND EDITIONS: INTERNATIONAL BUILDING CODE (IBC)
NATIONAL FIRE PROTECTION ASSOC.(NFPA)
INTERNATIONAL PLUMBING CODE (IPC) UNDERWRITERS LABORATORY
10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PARTS OF THEIR WORK
WHICH MAY BE SHOWN ON ANY SHEET OF THIS SET OR CONTAINED ON
ANY PAGE OF THE SPECIFICATIONS & SHALL EXECUTE ALL WORK IN
A PROFESSIONAL AND EXPEDIENT MANNER.
ANTI-TERRORISM OFFICE:
COMMUNICATIONS:
CHIEF OF PROJECT MANAGEMENT:
ENGINEERING FLIGHT CHIEF:
GROUND SAFETY:
CORROSION CONTROL:
FIRE DEPARTMENT:
CE OPERATIONS:
BASE CIVIL ENGINEER:
THIS FACILITY CONTAINS NO ACM/LBP MATERIAL.
PROJECT INSPECTOR:
PROJECT MANAGER:
AIRFIELD MANAGEMENT:
USING AGENCY:
CHECKED BY:
DRAFTER(S):
BIOENVIRONMENTAL ENGINEERING:
A L T
U S
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S O L I C I T A T I O N
N O
C O N T R A C T
N O
A N S I
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S I Z E
C H E C K E D
B Y
D E S I G N E D
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SHEET ID
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A N
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A G
G N
C O V E R
G-001
M K H A N
K L E W I S
M C H E N E Y
M A R
DRAWING INDEX:
DWG. NO. DESCRIPTION
G-001 COVER
G-002 LEGEND
CD-101 DEMO PLAN
C-101 NEW SANITARY SEWER LATERAL SITE PLAN
C-102 SANITARY SEWAGE PLAN AND PROFILE - EAST
C-103 SANITARY SEWAGE PLAN AND PROFILE - WEST
C-501 PAVING DETAILS
CU-501 EMBEDMENT DETAIL
CU-502 SEWER DETAIL
BASE/VICINITY MAP
SCALE: NTS
CONTRACTING
FIRE DEPARTMENT
SECURITY FORCES
FRONT
GATE
SOUTH
GATE
CONSTRUCTION
MANAGEMENT
ISSUED FOR CONSTRUCTION
PLAN
NORTH
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SHEET ID
D R A W N
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S I Z E
1 2 43 5
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B
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L E G E N D
G-002
M K H A N
K L E W I S
M C H E N E Y
M A R
A G
G N
LEGEND:
EXISTING SANITARY SEWER LINE
NEW SANITARY SEWER LINE
ELECTRICAL LINE
GAS
COMM LINE
FENCE
MANHOLE
NEW CLEAN OUT
CONCRETE
GRASS
REFERENCE SYMBOL
SHEET NUMBER WHERE
DETAIL, SECTION OR
ELEVATION IS SHOWN
DETAIL, SECTION
OR ELEVATION
IDENTIFICATION
NOTE: THIS SYMBOL ONLY APPLIES IF DETAILS,
SECTIONS ARE PLACED ON ANOTHER DRAWING SHEET
E x
PLAN
NORTH
WHEN THE TRUE NORTH ARROW
IS ILLEGIBLE ASSUME THAT IT
IS THE SAME AS PLAN NORTH
TRUE
NORTH
C
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D E M O
P L A N
CD-101
M K H A N
K L E W I S
M C H E N E Y
M A R
A G
G N
PLAN
NORTH
SCALE: 1" = 20'
DEMO PLAN
A1
GENERAL NOTES:
1. EXISTING UTILITIES SHALL BE LOCATED PRIOR TO STARTING
THE TRENCH OPERATION AND REASONABLE CARE SHALL BE
EXERCISED TO PREVENT DAMAGE TO UTILITIES. ANY DAMAGE
DURING THE PROJECT WORK SHALL BE REPAIRED AT
CONTRACTORS EXPENSE.
2. EXCAVATE EXISTING SANITARY SEWER LATERAL.
3. REMOVE METAL FENCE AS NEEDED.
4. SAW CUT SECTION OF SIDEWALK, CURB, AND PARKING LOT
AREA FOR TRENCH.
5. ALL SAWING SHALL BE NEAT, VERTICAL, TRUE LINES AND
PERFORMED IN SUCH A MANNER THAT ADJOINING SURFACE
WILL NOT BE DAMAGED.
6. NO EXCAVATION WILL BE PERMITTED OUTSIDE LIMITS OF
CUT.
7. TRENCHING MUST BE DONE BY APPROPRIATE SHEETING OR
SHORING IN ACCORDANCE WITH THE OSHA GUIDELINES.
D1
CU-501
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DESIGNED
IN-HOUSE
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C-101
K H A N
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M C H E N E Y
M A R
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PLAN
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SCALE: 1" = 40'
NEW SANITARY SEWER LATERAL SITE PLAN
A1
B2
C-103
C3
C-501
C3
C-501
B2
C-102
B3
C-501 B3
C-501
A3
C-501
A3
C-501
A1
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A1
C-501
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10+00
13+7514+0014+2514+5014+7515+00
13+50 13+25
PLAN
NORTH
SCALE: 1" = 10'
SANITARY SEWER PROFILE - EAST
A1
KEY NOTES:
6" LATERAL CAPPED
NEW SEWER LINES WILL BE CONNECTED TO THE
EXISTING BUILDING RESTROOM
GENERAL NOTES:
1. ALL SEWER LINE PIPES, NEW FITTINGS AND
CLEAN OUTS MUST BE PROVIDED BY THE CONTRACTOR
2. CAP 6" LATERAL LINE GOING UNDER THE
BUILDING
3. BRING NEW 4" SS LINE TO THE NEW 6"
LATERAL SEWER LINE
M A R K
D E S C R I P T I O N
DESIGNED
IN-HOUSE
D A T E
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STA. 15+00
EXISTING CLEANOUT
SURFACE ELEV. 1360
CON TO 6" PVC LATERAL ELEV. 1357
STA. 14+00
INSTALL CLEANOUT
CONNECT TO 6" PVC
LATERAL ELEV. 1356
STA. 15+00
EXISTING CLEANOUT
SURFACE ELEV. 1360
CONNECT TO 6" PVC. LATERAL ELEV. 1357
STA. 14+00
INSTALL CLEANOUT
CONNECT TO 6" PVC. LATERAL ELEV. 1356
STA. 13+79
EXISTING GAS LINE
EXACT SIZE AND DEPTH UNKNOWN
STA. 13+45
CONNECT TO TOP OF DROP
CONNECTION TO 8" MAIN LINE
ELEV. 1355.38
STA. 13+45
CONNECT TO TOP OF DROP
CONNECTION TO 8" MAIN LINE
ELEV. 1355.38
STA. 13+79
EXISTING GAS LINE
EXACT SIZE AND DEPTH UNKNOWN
A N D
P R O F I L E
E A S
T155' L.F. 6" PVC. LATERAL @ 0.125 INCH PER FEET SLOPE
SCALE: 1/16" = 1'-0"
SANITARY SEWER PLAN - EAST
B2
C3
CU-502
A1
CU-502
STA. 13+45
BOTTOM OF DROP
CONNECTION AT 8" MAIN
LINE ELEV . 1353.12
A3
CU-502
A3
CU-502
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D E S C R I P T I O N
DESIGNED
IN-HOUSE
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SCALE: 1" = 10'
SANITARY SEWER PROFILE - WEST
A1
KEY NOTES:
6" LATERAL CAPPED
NEW SEWER LINE WILL BE CONNECTED TO THE
EXISTING BUILDING RESTROOMS
GENERAL NOTES:
1. ALL SEWER LINE PIPES, NEW FITTINGS AND
CLEAN OUTS MUST BE PROVIDED BY THE CONTRACTOR
2. CAP 6" LATERAL LINE GOING UNDER THE
BUILDING
3. BRING NEW 4" SS LINE TO THE NEW 6"
LATERAL SEWER LINE
STA. 14+83
EXISTING CLEANOUT
CONNECT TO 6" PVC. LATERAL ELEV. 1357 STA. 13+83
INSTALL CLEANOUT
CONNECT TO 6" PVC. LATERAL ELEV. 1356
STA. 13+45
CONNECT TO 8" MAIN LINE
ELEV. 1356.65
A N D
P R O F I L E
W E S T
STA. 14+83
EXISTING CLEANOUT
CONNECT TO 6" PVC. LATERAL ELEV. 1357
STA. 14+30
EXISTING 6" LATERAL CAPPED
CONNECT TO 6" PVC. LATERAL ELEV. 1357
138' L.F. 6" PVC. LATERAL @ 0.125 INCH PER FEET SLOPE
STA. 13+45
CONNECT TO 8" MAIN LINE
ELEV. 1356.65
STA. 13+83
INSTALL CLEANOUT
CONNECT TO 6" PVC. LATERAL ELEV. 1356
STA. 14+30
EXISTING 6" LATERAL CAPPED
CONNECT TO 6" PVC. LATERAL ELEV. 1357
C1
CU-502
SCALE: 1/16" = 1'-0"
SANITARY SEWER PLAN - WEST
B2
A1
CU-502
STA. 13+45
BOTTOM OF DROP
CONNECTION AT 8" MAIN
LINE ELEV . 1353.59
A3
CU-502
A3
CU-502
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1075325807C Typewritten Text Attachment 8 for FA441920R0001
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BASE PRIOR TO PAVING
UNDISTURBED EARTH
(SEE SPECIFICATIONS)
PIPE BEDDING AS REQUIRED
ABOVE REQUIREMENTS.
SHALL BE FILLED AND COMPACTED TO THE
ANY OVER EXCAVATION OUTSIDE THE TRENCH AREA
AB-3 COMPACTED TO 100% ASTM D-698.
BASE OF THE NEW SURFACING MATERIAL WITH
CONTRACTOR SHALL FILL AS NECESSARY TO THE
TYPE I BACKFILL
PROPOSED PIPE
6" STABILIZED SUBGRADE COMPACTED
TO 95% MODIFIED PROCTOR DENSITY
6" COMPACTED AGGREGATE BASE
6" P.C. CONCRETE PAVEMENT
FOR PCC PVMTS, INSTALL #5 DEFORMED
REBAR, 2' LONG @ 2'6" O.C.
4"
1'-9" 9"
5"
2-1/2"R
SAME SLOPE AS PAVEMENT
2-1/2"R
3 1/2"
2'-6"
1/4"R
6"
6" OR PCC
PVMT THICKNESS
5' MIN
T
EXISTING PAVEMENT
T
M A R K
D E S C R I P T I O N
DESIGNED
IN-HOUSE
D A T E
D E
P A
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M E
N T
O F T
H E
A
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F O
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E th
A
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M O
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I F C
D A T E
S O L I C I T A T I O N
N O
C O N T R A C T
N O
A N S I
D
C H E C K E D
B Y
D E S I G N E D
B Y
SHEET ID
D R A W N
B Y
S I Z E
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A N
IT
A
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S E
W E
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L A
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R A
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IN
E
P A V I N G
D E T A I L S
C-501
M K H A N
K L E W I S
M C H E N E Y
M A R
A G
G N
SCALE: 2" = 1'-0"
CURB AND GUTTER
C1
SCALE: 3/4"=1'-0"
CONCRETE PAVEMENT REPAIR
A1
SCALE: NTS
CONCRETE SIDEWALK
C3
SCALE: NTS
CONCRETE SIDEWALK ADJ. TO CURB
B3
SCALE: NTS
JOINT SEALANT DETAIL
A5
GENERAL NOTES:
1. MINIMUM CONCRETE COMPRESSIVE STRENGTH AT 28 DAYS
SHALL BE 4000 PSI.
2. MAXIMUM WATER CEMENT RATIO SHALL BE 0:45.
SCALE: 3/8"=1'-0"
THICKENED EDGE EXPANSION JOINT ADJACENT TO EXISTING PAVEMENT
A3
A5
C-501
C1
C-501
8' MAX.
1' MIN.VARIES
M I N
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EXISTING SURFACING
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C PIPE
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1075325807C Typewritten Text Attachment 8 for FA441920R0001
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R K
D E S C R I P T I O N
DESIGNED
IN-HOUSE
D A T E
D E
P A
R T
M E
N T
O F T
H E
A
IR
F O
R C
E th
A
IR
M O
B
IL
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Y
W
IN
G
I F C
D A T E
S O L I C I T A T I O N
N O
C O N T R A C T
N O
A N S I
D
C H E C K E D
B Y
D E S I G N E D
B Y
SHEET ID
D R A W N
B Y
S I Z E
1 2 43 5
D
C
B
A
A L T
U S
A F B
O
K L A
H O
M A th
C
IV
IL
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IN
G
S Q
A L T
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O
K L A
H O
S
A N
IT
A
R Y
S E
W E
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L A
T E
R A
L L
IN
E
E M B E D M E N T
D E T A I L S
CU-501
M K H A N
K L E W I S
M C H E N E Y
M A R
A G
G N
SCALE: NTS
TYPE "D" EMBEDMENT
D1
INCH LIFTS
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1075325807C Typewritten Text Attachment 8 for FA441920R0001
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SUPPORT STRAPS
6" PVC. LATERAL PIPE
8" SANITARY
MAIN SEWER
45° ANGLE
4" REMOVABLE THREADED
PLUG
4" PVC PIPE
SANITARY WYEPLUG AT END
OF LINE
GRAVITY SEWER
EXISTING GRADE
FLOW
6 1/8" BEND (PVC)
COUNTERSUNK PLUG
6" PVC PIPE
FINISH GRADE
6"X6" WYE (PVC)6" PLUG
OMIT PLUG WHERE
SEWER JOINS HOUSE
CONNECTION
M A R K
D E S C R I P T I O N
DESIGNED
IN-HOUSE
D A T E
D E
P A
R T
M E
N T
O F T
H E
A
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F O
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E th
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D A T E
S O L I C I T A T I O N
N O
C O N T R A C T
N O
A N S I
D
C H E C K E D
B Y
D E S I G N E D
B Y
SHEET ID
D R A W N
B Y
S I Z E
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IN
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S E W E R
D E T A I L S
CU-502
M K H A N
K L E W I S
M C H E N E Y
M A R
A G
G N
3/4" = 1'-0"
CLEAN OUT TO GRADE
A1
3/4" = 1'-0"
THROUGH FLOW CLEANOUT DETAIL
C1
1/2" = 1'-0"
SEWER DROP CONNECTION
A3
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1075325807C Typewritten Text Attachment 8 for FA441920R0001
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| Sheets and Views |
| 10_DWG-201002_MAR20-G-2 |
| 10_DWG-201002_MAR20-CD-101 |
| 10_DWG-201002_MAR20-C-101 |
| 10_DWG-201002_MAR20-C-102 |
| 10_DWG-201002_MAR20-C-103 |
| 10_DWG-201002_MAR20-C-501 |
| 10_DWG-201002_MAR20-CU-501 |
| 10_DWG-201002_MAR20-CU-502 |
| 10_DWG-201002_MAR20-REFERENCES |
| 10_DWG-201002_MAR20_COVER.pdf |
| Sheets and Views |
| 10_DWG-201002_MAR20_COVER-G-1 |
| EXISTING SANITARY SEWER LINE NEW SANITARY SEWER LINE REFERENCE SYMBOL SHEET NUMBER WHERE DETAIL SECTION OR ELEVATION IS SHOWN DETAIL SECTION OR ELEVATION IDENTIFICATION NOTE THIS SYMBOL ONLY APPLIES IF DETAILS SECTIONS ARE PLACED ON ANOTHER DRAWING SHEET PLAN NORTH WHEN THE TRUE NORTH ARROW IS ILLEGIBLE ASSUME THAT IT IS THE SAME AS PLAN NORTH TRUE NORTH: |
| undefined: |
| INHOUSE: |
| Row1: |
| SOLICITATION NO: |
| CONTRACT NO: |
| Check Box1: |
| 0: Yes |
| 1: Off |
| 2: Off |
| 3: Off |
| 4: Off |
| 2020-04-06T10:10:39-0500 | |
| WALLACE.DAVID.BRANTLEY.1148637705 |
| Signature3: | |
| 2020-04-09T09:31:57-0500 | |
| BUTCHEE.CHARLES.R.1271905250 |
| 2020-04-07T11:53:10-0500 | |
| HOWARD.WARREN.BRON.1241966840 |
| 2020-04-06T17:50:00-0500 | |
| WALKER.WILLIAM.DAVID.1230897022 |
| 2020-04-06T15:00:26-0500 | |
| BUNCH.ANTHONY.W.1081292910 |
| 2020-04-08T08:45:08-0500 | |
| KILLE.DANIEL.B.1131932916 |
| 2020-04-07T16:26:35-0500 | |
| FREY.TRACIE.L.1101982811 |
| 2020-03-31T12:51:25-0500 | |
| PIASECKI.FRANK.THOMAS.1076684770 |
| 2020-04-06T10:02:59-0500 | |
| KOUEMO.ARNAUD.NGASSEU.1269207600 |
| 2020-04-06T10:21:31-0500 | |
| GOODEN.DUSTIN.LYNN.1368167440 |
| 2020-04-07T11:52:25-0500 | |
| SLEEPER.CHRISTOPHER.M.1158878913 |
| 2020-04-06T10:22:00-0500 | |
| GOODEN.DUSTIN.LYNN.1368167440 |
| 2020-04-06T11:01:30-0500 | |
| SISK.DARREN.K.1381564700 |
| 2020-04-08T09:49:56-0500 | |
| CAMPBELL.BRIAN.ADAM.1243727746 |
| 2020-03-30T15:59:35-0500 | |
| KHAN.MAZIBUR.R.1506320697 |
| 2020-03-31T11:15:15-0500 | |
| CHENEY.MICHAEL.LEE.1089763351 |
| 2020-03-30T15:57:03-0500 | |
| LEWIS.KENNETH.LAMAR.JR.1459735140 |
File details come from the government source that posted it. Updated .