Amendment 03 Drawings.pdf
PDF 3 MB Posted
- Attached to
- Modular Firing Range, Columbus AFB, MS Federal contract opportunity
- Solicitation number
- W9127821R0010
About this file
This package includes construction drawings and specifications for a modular firing range project at Columbus Air Force Base in Mississippi. The project involves demolishing an existing range and constructing a new modular range in its place. Key details include installing site utilities like water, gas and communications lines; grading and drainage work including a bio-retention pond; erosion control measures; and construction of range structures, parking areas and sidewalks. The solicitation is identified as W9127821R0010 and was issued by the Department of the Army Corps of Engineers Mobile District for the Columbus Air Force Base project. The response due date is not specified.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 04.pdf | ||
| Amendment 04 Drawings.pdf | ||
| Amendment 03.pdf | ||
| Amendment 2.pdf | ||
| Amendment 1.PDF | ||
| W9127821R0010 Site Visit Attendance Roster.pdf | ||
| RTA DRAWINGS.pdf | ||
| SPECS.PDF | ||
| EM 385-1-1.pdf |
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Text version
US Army Corps of Engineers®
MOBILE DISTRICT
109 SAINT JOSEPH STREET
MOBILE, AL 36602
MODULAR FIRING RANGE
COLUMBUS MISSISSIPPI
LOWNDES
NOVEMBER 20
BF20002
SOLICITATION 21R0010
Sheet List Table
Sheet Number Sheet Title
G-001 COVER SHEET
G-002 BORING LOGS
C-001 PROJECT LOCATION
C-002 EXISTING CONDITIONS PLAN
C-010 DEMOLITION PLAN
C-101 OVERALL SITE PLAN
C-102 SITE LAYOUT
C-111 UTILITY PLAN
C-121 GRADING AND DRAINAGE PLAN
C-131 EROSION CONTROL PLAN
C-501 CIVIL DETAILS 1
C-502 CIVIL DETAILS 2
C-503 CIVIL DETAILS 3
C-504 CIVIL DETAILS 4
C-505 CIVIL DETAILS 5
C-506 CIVIL DETAILS 6
E-001 SYMBOLS LEGEND AND NOTES
ES101 ELECTRICAL SITE PLAN
EG101 ELECTRICAL LIGHTNING PROTECTION PLAN
E-501 ELECTRICAL RISER DIAGRAM & SCHEDULES
M-101 SITE PLAN - MECHANICAL
BASIS OF DESIGN - DESIGN INTENT DRAWINGS ( FOR INFORMATION ONLY)
A1 RANGE DESIGN LAYOUT (PLAN & SECTION VIEW)
A2 RANGE DESIGN LAYOUT (SECTION VIEW)
A3 EXTERIOR ELEVATIONS (NORTH-SOUTH-WEST-EAST)
M1 H.V.A.C. DESIGN LAYOUT (PLAN VIEW)
M2 H.V.A.C. DESIGN LAYOUT (SECTION VIEW)
E-601 ELECTRICAL DETAILS
AMENDMENT NO. 0003
MH-0618
MH-0619
Mh-0620
MH-0621
MH-0517
MH-0516
MH-0515
FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-001.dwg
PLOT DATE: 13-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-001
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HOMA S C . GRA HAM
I I
No. 10432
GENERAL SITE NOTES:
1. CAUTION: UNDERGROUND UTILITIES LIE WITHIN AND ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE
TO LOCATE THESE UTILITIES ON THE PLANS, HOWEVER ALL EXISTING UTILITIES MAY NOT BE SHOWN AND THE ACTUAL LOCATIONS
OF THE UTILITIES MAY VARY FROM LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE OF EXCAVATION, THE CONTRACTOR
SHALL CALL MISS 811 (1-800-227-6477) TO IDENTIFY AND MARK ALL UTILITIES IN THE FIELD. THE CONTRACTOR IS RESPONSIBLE FOR
MAINTAINING ALL MARKINGS DURING CONSTRUCTION.
2. DIMENSIONS ARE GIVEN TO BACK OF CURB, CENTER OF STRIPE, FACE OF BUILDING, EDGE OF PAVEMENT, OR PROPERTY LINE.
3. COORDINATES GIVEN FOR RADII ARE FROM THE CENTER OF THE RADIUS.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE APPROPRIATE BARRICADES AND SAFETY PRECAUTIONS IN ALL EXCAVATED AREAS.
EXCAVATED AREAS SHALL BE ADEQUATELY FILLED OR COVERED BY THE CONTRACTOR BEFORE LEAVING THE JOBSITE EACH DAY.
5. CONTRACTOR IS RESPONSIBLE FOR DAMAGE TO EXISTING STRUCTURES, PAVEMENTS, AND UTILITIES.
6. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS TO THE SITE DURING CONSTRUCTION, IF NECESSARY.
7. THE CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY AND CLEAN FASHION.
8. ALL WASTE MATERIALS GENERATED FROM CONSTRUCTION BECOME THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR
SHALL REMOVE THE WASTE MATERIALS FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER.
9. ALL REINFORCING STEEL SHALL BE GRADE A-60.
10. ITEMS LABELED AS "PROPOSED" OR "INSTALL" SHALL BE CONSTRUCTED AS INDICATED IN THE CONSTRUCTION DOCUMENTS AS
PART OF THIS PROJECT.
GENERAL CONSTRUCTION NOTES:
1. CONTRACTOR SHALL COORDINATE WITH COLUMBUS AIR FORCE BASE MAINTENANCE PERSONNEL FOR HELP IN LOCATING
EXISTING UNDERGROUND FACILITIES OR UTILITIES.
2. COMPLY WITH FEDERAL AND DEPARTMENT OF THE AIR FORCE REGULATIONS.
3. ALL PROJECT TESTING SHALL BE CONDUCTED BY THE CONTRACTOR AS SPECIFIED, AT THE CONTRACTORS EXPENSE.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING THE NORMAL OPERATION FUNCTIONS OF ALL UTILITY SYSTEMS
THROUGH THE CONSTRUCTION SITE DURING THE ENTIRE DURATION OF THE PROJECT.
ABBREVIATIONS
ACHM ASPHALT CONCRETE HOT MIX
ASTM AMERICAN SOCIETY FOR TESTING
AND MATERIALS
CMU CONCRETE MASONRY UNIT
CY CUBIC YARD
DIP DUCTILE IRON PIPE
DWG DRAWING
EA EACH
EG EXISTING GRADE
ELEV ELEVATION
FD FRENCH DRAIN
FES FLARED END SECTION
FFE FINISH FLOOR ELEVATION
FP FIRING POINT
PB
E
XX
W W
SS
ST
E E
C C
LOC
SS
CO
P
M
F
V
CONSTRUCTION LIMITS
CURB AND GUTTER
AREA INLET
STORM DRAIN PIPE
SD
MAJOR CONTOUR
MINOR CONTOUR
I.D. INSIDE DIAMETER
LF LINEAR FEET
L.S. LUMP SUM
LVC LOW VOLUME CHANGE MATERIAL
MH MANHOLE
O.C. ON CENTER
O.C.E.W. ON CENTER EACH WAY
O.A.E.W. ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OPH OPPOSITE HAND
OZ OUNCE
P.C.C. PORTLAND CEMENT CONCRETE
PE POLYETHYLENE
PSI POUNDS PER SQUARE INCH
P.V.C. POLYVINYL CHLORIDE PIPE
S.F. SQUARE FOOT
STD STANDARD
S.Y. SQUARE YARD
R.C.B. REINFORCED CONCRETE BOX
R.C.P. REINFORCED CONCRETE PIPE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VLV VALVE
WWR WELDED WIRE REINFORCEMENT
T.B.C. TOP BACK OF CURB
TP TOP OF PAVEMENT
SW SIDEWALK
- HYDRANT
- GATEVALVE
- LIGHTPOLE
- POWER BOX
- POWER SWITCH
- PEDISTRIAN WALK
SIGNAL
- CATHODIC
PROTECTION
- CONTROL
POINT
- POWER METER
- STORM MANHOLE
- CATCH BASIN CURB INLET
- CATCH BASIN AREA INLET
- SANITARY CLEANOUT
- SANITARY MANHOLE
- MANHOLE
- PEDESTAL
- SIGN
- BOLLARD
- VAULT
- MISC. FUEL
- FENCE LINE
- WATER LINE
- SANITARY SEWER
- STORM SEWER
- UG ELECTRIC
- UG COMMUNICATION LINE
- UG LOCATE UNKNOWN
- ASPHALT
- DECIDUOUS TREE
- SPOT ELEVATION
- ROCK
- CONCRETE
- CONIFEROUS TREE
- BUSH/SHRUB
- TREE DRIPLINE
- GRAVEL
CIVIL LEGEND: SURVEY LEGEND:
15.0
SCALE: NONE
PROJECT LOCATION
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CONSTRUCT TEMPORARY CONSTRUCTION
ENTRANCE AT CONNECTION OF PERIMETER
ROAD AND EXISTING GRAVEL DRIVE.
SEE SHEET C-131.
NATURAL GAS LINE
COMM LINE
G
WATER LINE
FIRE HYDRANT
COMM
W W
CONCRETE SIDEWALK
SEE DETAIL A2/C-501
INSTALL 6" GRAVEL PAVING
SEE DETAIL A7/C-501
INSTALL ASPHALT PARKING
SEE DETAIL A5/C-501
CANINE TRAINING
AREA
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UTILIZE EXISTING 12' GRAVEL DRIVE
FOR CONSTRUCTION ACCESS
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PROFESSIONAL
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REGISTERED
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ENGINEER
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-010.dwg
PLOT DATE: 13-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
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HOMA S C . GRA HAM
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No. 10432
REMOVE AND DISPOSE SHOOTING TARGET
REMOVE AND DISPOSE CURB AND GUTTER
GENERAL DEMOLITION NOTES:
1. CAUTION: UNDERGROUND UTILITIES LIE WITHIN AND ADJACENT TO THE
LIMITS OF CONSTRUCTION. AN ATTEMPT HAS BEEN MADE TO LOCATE
THESE UTILITIES ON THE PLANS, HOWEVER ALL EXISTING UTILITIES MAY
NOT BE SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES MAY
VARY FROM LOCATIONS SHOWN. PRIOR TO BEGINNING ANY TYPE OF
EXCAVATION, THE CONTRACTOR SHALL MARK THE VISIBLE UTILITIES &
THE UTILITIES SHOWN ON THE PLANS IN THE FIELD. THE CONTRACTOR
SHALL MAINTAIN THE UTILITY LOCATION MARKING UNTIL THEY ARE NO
LONGER NECESSARY.
2. THE CONTRACTOR IS RESPONSIBLE FOR THE APPROPRIATE
BARRICADES AND SAFETY PRECAUTIONS IN ALL EXCAVATED AREAS.
EXCAVATED AREAS SHALL BE ADEQUATELY FILLED OR COVERED BY THE
CONTRACTOR BEFORE LEAVING THE JOBSITE EACH DAY.
3. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY DAMAGE CAUSED
TO EXISTING STRUCTURES, PAVEMENTS, AND UTILITIES.
4. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS TO THE SITE
DURING CONSTRUCTION.
5. THE CONTRACTOR SHALL MAINTAIN THE SITE IN AN ORDERLY AND
CLEAN FASHION.
6. ALL WASTE MATERIALS GENERATED FROM CONSTRUCTION BECOME
THE PROPERTY OF THE CONTRACTOR. THE CONTRACTOR SHALL
REMOVE THE WASTE MATERIALS FROM THE BASE AND DISPOSE OF IN A
LEGAL MANNER.
7. ALL PAVEMENTS TO BE REMOVED SHALL BE SAWCUT IN A NEAT AND
PROFESSIONAL MANNER TO FACILITATE DEMOLITION.
REMOVE AND DISPOSE CONCRETE PAD
REMOVE AND RELOCATE LIGHT POLE (DISPOSE BASE)
FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-010.dwg
PLOT DATE: 13-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
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DEMOLITION POINT TABLE
POINT NO.
NORTHING
1500973.07
1500931.62
1500935.18
1500929.79
EASTING
1104935.78
1104891.06
1105047.21
1105041.31
DESCRIPTION
BACK OF CURB
BACK OF CURB
BACK OF CURB
BACK OF CURB
LIMITS OF CONSTRUCTION
(+/- 2.80 ACRES)
AutoCAD SHX Text X
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XFRMR
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BREAKER
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TPED
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HEADER CURB
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HEADER CURB
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WATER VAULT
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2" PVC STUB
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MW
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PROFESSIONAL
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REGISTERED
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ENGINEER
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ARKANSAS
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SCALE:
AutoCAD SHX Text 1" = 30'
AutoCAD SHX Text
AutoCAD SHX Text
DEMOLITION PLAN
AutoCAD SHX Text 15'
AutoCAD SHX Text 30'
AutoCAD SHX Text 60'
AutoCAD SHX Text 90'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 30'
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GENERAL SITE NOTES
AutoCAD SHX Text
STAMPS AND BAR SCALES
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LEGEND
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POINT LIST
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AMENDMENT 03
AutoCAD SHX Text 01/15/21
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-101.dwg
PLOT DATE: 13-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
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T
HOMA S C . GRA HAM
I I
No. 10432
1. CAUTION: UNDERGROUND UTILITIES LIE WITHIN AND
ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT
HAS BEEN MADE TO LOCATE THESE UTILITIES ON THE
PLANS, HOWEVER ALL EXISTING UTILITIES MAY NOT BE
SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES
MAY VARY FROM LOCATIONS SHOWN. PRIOR TO
BEGINNING ANY TYPE OF EXCAVATION, THE CONTRACTOR
SHALL MARK THE VISIBLE UTILITIES & THE UTILITIES
SHOWN ON THE PLANS IN THE FIELD. THE CONTRACTOR
SHALL MAINTAIN THE UTILITY LOCATION MARKING UNTIL
THEY ARE NO LONGER NECESSARY.
2. DIMENSIONS ARE GIVEN TO BACK OF CURB, CENTER OF
STRIPE, FACE OF BUILDING, EDGE OF PAVEMENT, OR
PROPERTY LINE.
3. COORDINATES GIVEN FOR RADII ARE FROM THE CENTER
OF THE RADIUS.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE
APPROPRIATE BARRICADES AND SAFETY PRECAUTIONS IN
ALL EXCAVATED AREAS. EXCAVATED AREAS SHALL BE
ADEQUATELY FILLED OR COVERED BY THE CONTRACTOR
BEFORE LEAVING THE JOBSITE EACH DAY.
5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY
DAMAGE CAUSED TO EXISTING STRUCTURES, PAVEMENTS,
AND UTILITIES.
6. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS TO
THE SITE DURING CONSTRUCTION.
7. THE CONTRACTOR SHALL MAINTAIN THE SITE IN AN
ORDERLY AND CLEAN FASHION.
8. ALL WASTE MATERIALS GENERATED FROM CONSTRUCTION
BECOME THE PROPERTY OF THE CONTRACTOR. THE
CONTRACTOR SHALL REMOVE THE WASTE MATERIALS
FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER.
9. SEE BASIS OF DESIGN PLANS FOR BUILDING ACCESS AND
UTILITY CONNECTIONS.
10.ITEMS LABELED AS "PROPOSED" OR "INSTALL" SHALL BE
CONSTRUCTED AS INDICATED IN THE CONSTRUCTION
DOCUMENTS AS PART OF THIS PROJECT.
LIMITS OF CONSTRUCTION
(+/- 2.80 ACRES)
MODULAR FIRING RANGE
FFE = 213.00
(SEE BASIS OF DESIGN DRAWINGS)
EXISTING
K-9 TRAINING
AREA
EXISTING
BUILDING 205
EXISTING
PHYSICAL FITNESS
AREA/TRACK
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BIO-RETENTION POND
SEE SHEET C-121
SEE SHEET C-102 FOR THE SITE STAKEOUT POINTS
SEE SHEET C-503 FOR OVERALL LIMITS OF
CONSTRUCTION AND COORDINATES.
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TPED
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INLET TOP EL = 206.47 INV OUT EL = 203.97
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36" RCP
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36" RCP
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18" FLEX
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INLET TOP EL = 205.87 INV IN EL = 196.77 INV OUT EL = 196.67
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MW
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PROFESSIONAL
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REGISTERED
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ENGINEER
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ARKANSAS
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SCALE:
AutoCAD SHX Text 1" = 30'
AutoCAD SHX Text
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OVERALL SITE PLAN
AutoCAD SHX Text 15'
AutoCAD SHX Text 30'
AutoCAD SHX Text 60'
AutoCAD SHX Text 90'
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SCALE: 1" = 30'
AutoCAD SHX Text N
AutoCAD SHX Text
GENERAL SITE NOTES
AutoCAD SHX Text
STAMPS AND BAR SCALES
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
INSTALL 6" GRAVEL PAVING SEE DETAIL A7/C-501
AutoCAD SHX Text
INSTALL CONCRETE SIDEWALK SEE DETAIL A2/C-501
AutoCAD SHX Text
INSTALL ASPHALT PARKING SEE DETAIL A5/C-501
AutoCAD SHX Text
KEY PLAN
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 03
AutoCAD SHX Text 01/15/21
AutoCAD SHX Text
AMENDMENT 03
AutoCAD SHX Text 01/15/21
AutoCAD SHX Text
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-102.dwg
PLOT DATE: 13-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-102
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S T A T E O F
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HOMA S C . GRA HAM
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No. 10432
1. CAUTION: UNDERGROUND UTILITIES LIE WITHIN AND
ADJACENT TO THE LIMITS OF CONSTRUCTION. AN ATTEMPT
HAS BEEN MADE TO LOCATE THESE UTILITIES ON THE
PLANS, HOWEVER ALL EXISTING UTILITIES MAY NOT BE
SHOWN AND THE ACTUAL LOCATIONS OF THE UTILITIES
MAY VARY FROM LOCATIONS SHOWN. PRIOR TO
BEGINNING ANY TYPE OF EXCAVATION, THE CONTRACTOR
SHALL MARK THE VISIBLE UTILITIES & THE UTILITIES
SHOWN ON THE PLANS IN THE FIELD. THE CONTRACTOR
SHALL MAINTAIN THE UTILITY LOCATION MARKING UNTIL
THEY ARE NO LONGER NECESSARY.
2. DIMENSIONS ARE GIVEN TO BACK OF CURB, CENTER OF
STRIPE, FACE OF BUILDING, EDGE OF PAVEMENT, OR
PROPERTY LINE.
3. COORDINATES GIVEN FOR RADII ARE FROM THE CENTER
OF THE RADIUS.
4. THE CONTRACTOR IS RESPONSIBLE FOR THE
APPROPRIATE BARRICADES AND SAFETY PRECAUTIONS IN
ALL EXCAVATED AREAS. EXCAVATED AREAS SHALL BE
ADEQUATELY FILLED OR COVERED BY THE CONTRACTOR
BEFORE LEAVING THE JOBSITE EACH DAY.
5. CONTRACTOR IS RESPONSIBLE FOR REPAIRING ANY
DAMAGE CAUSED TO EXISTING STRUCTURES, PAVEMENTS,
AND UTILITIES.
6. CONTRACTOR SHALL PROVIDE TEMPORARY ACCESS TO
THE SITE DURING CONSTRUCTION.
7. THE CONTRACTOR SHALL MAINTAIN THE SITE IN AN
ORDERLY AND CLEAN FASHION.
8. ALL WASTE MATERIALS GENERATED FROM CONSTRUCTION
BECOME THE PROPERTY OF THE CONTRACTOR. THE
CONTRACTOR SHALL REMOVE THE WASTE MATERIALS
FROM THE SITE AND DISPOSE OF IN A LEGAL MANNER.
9. SEE BASIS OF DESIGN PLANS FOR BUILDING ACCESS AND
UTILITY CONNECTIONS.
10.ITEMS LABELED AS "PROPOSED" OR "INSTALL" SHALL BE
CONSTRUCTED AS INDICATED IN THE CONSTRUCTION
DOCUMENTS AS PART OF THIS PROJECT.
EXISTING
K-9 TRAINING
AREA
EXISTING
BUILDING 205
EXISTING
PHYSICAL FITNESS
AREA/TRACK
LIMITS OF CONSTRUCTION
(+/- 2.00 ACRES)
BIO-RETENTION POND
SEE SHEET C-121
FUEL OIL SERVICE LINE.
DO NOT DISTURB.
SEE SHEET C-101 FOR THE LIMITS OF CONSTRUCTION POINTS
MODULAR FIRING RANGE
FFE = 213.00
(SEE BASIS OF DESIGN DRAWINGS)
STOOP - 6' x 28'
SEE DETAIL E1/C-501
STOOP - 5' x 5'
SEE DETAIL E1/C-501
INSTALL NEW PARKING
AREA (6 SPACES)
4" WHITE STRIPES
INSTALL SIDEWALK
DRAIN. SEE DETAIL
E8/C-501.
AutoCAD SHX Text X
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TPED
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PROFESSIONAL
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REGISTERED
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ENGINEER
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ARKANSAS
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SCALE:
AutoCAD SHX Text 1" = 20'
AutoCAD SHX Text
AutoCAD SHX Text
SITE LAYOUT
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text 60'
AutoCAD SHX Text 10'
AutoCAD SHX Text
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SCALE: 1" = 20'
AutoCAD SHX Text N
AutoCAD SHX Text
GENERAL SITE NOTES
AutoCAD SHX Text
STAMPS AND BAR SCALES
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
KEY PLAN
AutoCAD SHX Text
LIMITS OF CONSTRUCTION
AutoCAD SHX Text
INSTALL 6" GRAVEL PAVING SEE DETAIL A7/C-501
AutoCAD SHX Text
INSTALL CONCRETE SIDEWALK SEE DETAIL A2/C-501
AutoCAD SHX Text
INSTALL ASPHALT PARKING SEE DETAIL A5/C-501
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 03
01/15/21
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-111.dwg
PLOT DATE: 13-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-111
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HOMA S C . GRA HAM
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No. 10432
SITE UTILITY GENERAL NOTES:
1. ALL WATERLINES (12-INCHES OR LESS) SHALL BE
FABRICATED FROM PVC C-900, DR18.
2. ALL PVC WATER LINE MATERIAL SHALL BE BLUE.
3. ALL MECHANICAL JOINT BENDS USED ON WATER
MAINS 4-INCHES AND LARGER, SHALL BE
RESTRAINED USING RESTRAINED FITTINGS OR
CONCRETE THRUST BLOCKS.
4. PROVIDE METALLIC TAPE ABOVE ALL WATER
DISTRIBUTION LINE ROUTES. INCLUDE A #10
INSULATED COPPER LOCATOR WIRE SECURED TO
THE PIPE WITH A ZIP TIE. WIRE SHALL BE BROUGHT
TO GRADE AT VALVE BOXES AND HYDRANTS.
5. PROVIDE CHLORINATION AND INDEPENDENT TESTING
OF WATER SAMPLES FOR NEWLY INSTALLED WATER
MAINS AND SERVICE PIPING, IN ACCORDANCE WITH
THE SPECIFICATIONS. SAMPLING AND TESTING
SHALL BE PERFORMED BY A CERTIFIED LABORATORY
QUALIFIED TO PERFORM WATER TESTING.
6. PROVIDE A MINIMUM COVER OF 3 FEET FROM
FINISHED GRADE TO THE TOP OF THE PIPE UNLESS
OTHERWISE SPECIFIED.
7. SEE ES101 FOR ELECTRICAL.
WATER VALVE
WATER LINE
W W W
CONSTRUCTION LIMITS
FIRE HYDRANT
STORM DRAIN LINE
SD
ELECTRICAL
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COMMUNICATIONS
E E E E
COMM COMM
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PROVIDE 2" GAS
SERVICE LINE
CONNECT TO EXISTING
GAS MAIN
SEE ELECTRICAL FOR COMM
DUCT AND FIBER OPTIC
ROUTING.
EXISTING
K-9 TRAINING
AREA
EXISTING
BUILDING 205
EXISTING
PHYSICAL FITNESS
AREA/TRACK
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BIO-RETENTION
POND
WARNING --- FUEL OIL LINE CROSSING
DO NOT DISTURB EXISTING FUEL OIL LINE.
USE CAUTION WHEN WORKING IN THIS AREA.
HAND EXCAVATE WITHIN 5 FEET OF THE
EXISITING FUEL OIL LINE.
EXISTING FUEL OIL LINE
INSTALL NEW
FIRE HYDRANT
N = 1500947.01
E = 1104997.33
INSTALL NEW 6" P.V.C.
WATER SERVICE
INSTALL 8" x 6"
TAPPING TEE & VALVE
N = 1500848.6418
E = 1104851.5326
INSTALL NEW FIRE HYDRANT
N = 1500762.25
E = 1105329.75
INSTALL 6" x 6"
TEE & VALVE
N = 1500751.83
E = 1105340.18
INSTALL 6" - 33
° BEND
N = 1500936.20
E = 1104940.55
ROUTE NEW GAS AND COMM UTILITIES
OVER NEW STORM DRAINAGE.
SEE DETAIL E1/C-503
MODULAR FIRING RANGE
FFE = 213.00
(SEE BASIS OF DESIGN DRAWINGS)
FUEL / OIL
FUEL FUEL
RELOCATED LIGHT
POLE INSTALL NEW
BASE (SEE ES101)
CONTRACTOR TO MAINTAIN
SIDEWALK ACCESS TO
BUIILDING 205 DURING
CONSTRUCTION OF THE NEW
WATER LINE.
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ENGINEER
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STAMPS AND BAR SCALES
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LEGEND
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KEY PLAN
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GENERAL SITE NOTES
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AMENDMENT 03
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-121.dwg
PLOT DATE: 13-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-121
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S T A T E O F
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HOMA S C . GRA HAM
I I
No. 10432
1. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE EROSION
CONTROL MEASURES. THESE MEASURES WILL SATISFY THE
REQUIREMENTS OF COLUMBUS AIR FORCE BASE. EROSION
CONTROL DEVICES WILL BE MAINTAINED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED.
2. HYDROSEED OR SOD, FERTILIZE AND MULCH AREAS
DISTURBED BY CONSTRUCTION (EXCEPT AREAS TO BE PAVED).
COMPLY WITH THE STANDARDS SET FORTH IN THE THE
STANDARD SPECIFICATIONS.
3. CONTRACTOR SHALL EMPLOY A QUALIFIED MATERIALS
TESTING LABORATORY, ACCEPTABLE TO THE ENGINEER, TO
PROVIDE TESTING SERVICES DURING CONSTRUCTION. TEST
RESULTS SHALL BE PROMPTLY SENT TO THE OWNER/ENGINEER.
4. CONTRACTOR SHALL MAINTAIN BENCHMARKS ON SITE UNTIL
THE END OF CONSTRUCTION.
5. ALL CONCRETE PIPE SHALL BE CLASS III REINFORCED
CONCRETE PIPE UNLESS OTHERWISE NOTED.
6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL
GRADING RELATED PERMITS PRIOR TO BEGINNING EARTHWORK.
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DRAINAGE PATTERN
SPOT ELEVATION
C-121
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AREA/TRACK
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STA 0+10
EXISTING GRATE INLET
SEE DETAIL E1/C-503
TOP = 205.87
FL IN (N) = 196.77
FL OUT (S) = 196.67
N = 1501127.68
E = 1104888.42
TAP EXISTING INLET AT
FL (E) = 198.00 (FIELD VERIFY)
INSTALL 150 LF 24" P.V.C. PIPE
PROPOSED BIO-RETENTION POND
INSTALL 8 LF OF 4" SOLID P.V.C. PIPE
INSTALL 32 LF OF 4" PERFORATED P.V.C. PIPE
IN GRAVEL BEDDING. SEE DETAIL E1/C-506.
INSTALL 4" CLEANOUT
TOP = 206.50
FL = 205.29
N = 1501022.46
E = 1105013.85
INSTALL 4" CLEANOUT
TOP = 206.50
FL = 205.30
N = 1501006.00
E = 1105036.74
STA 1+64
INSTALL NEW DETENTION STRUCTURE
SEE DETAIL A1/C-506
AND DETAIL E1/C-503
TOP = 208.00
FL OUT = 202.00
N = 1501027.78
E = 1105003.04
MODULAR FIRING RANGE
FFE = 213.00
(SEE BASIS OF DESIGN DRAWINGS)
EXISTING 36" R.C.P.
EXISTING 36" R.C.P.
MATCH EXISTING
TOP OF CURB
ELEVATION
MATCH EXISTING
TOP OF CURB
ELEVATION
INSTALL SIDEWALK DRAIN
SEE DETAIL E8/C-501
212.9
212.9
312.9
212.5
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
XFRMR
AutoCAD SHX Text
BREAKER
AutoCAD SHX Text
TPED
AutoCAD SHX Text
HEADER CURB
AutoCAD SHX Text
HEADER CURB
AutoCAD SHX Text
WATER VAULT
AutoCAD SHX Text
2" PVC STUB
AutoCAD SHX Text E
AutoCAD SHX Text
MW
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
ARKANSAS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1" = 30'
AutoCAD SHX Text
AutoCAD SHX Text
GRADING PLAN
AutoCAD SHX Text 15'
AutoCAD SHX Text 30'
AutoCAD SHX Text 60'
AutoCAD SHX Text 90'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 30'
AutoCAD SHX Text
STAMPS AND BAR SCALES
AutoCAD SHX Text
GENERAL SITE NOTES
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
KEY PLAN
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 03
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-131.dwg
PLOT DATE: 13-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-131
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G a r v e r U
S A c o m
S T A T E O F
T
HOMA S C . GRA HAM
I I
No. 10432
1. THE CONTRACTOR IS RESPONSIBLE FOR ADEQUATE EROSION
CONTROL MEASURES. THESE MEASURES WILL SATISFY THE
REQUIREMENTS OF COLUMBUS AIR FORCE BASE. EROSION
CONTROL DEVICES WILL BE MAINTAINED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED.
2. HYDROSEED OR SOD, FERTILIZE AND MULCH AREAS
DISTURBED BY CONSTRUCTION (EXCEPT AREAS TO BE PAVED).
COMPLY WITH THE STANDARDS SET FORTH IN THE THE
STANDARD SPECIFICATIONS.
3. CONTRACTOR SHALL EMPLOY A QUALIFIED MATERIALS
TESTING LABORATORY, ACCEPTABLE TO THE ENGINEER, TO
PROVIDE TESTING SERVICES DURING CONSTRUCTION. TEST
RESULTS SHALL BE PROMPTLY SENT TO THE OWNER/ENGINEER.
4. CONTRACTOR SHALL MAINTAIN BENCHMARKS ON SITE UNTIL
THE END OF CONSTRUCTION.
5. ALL CONCRETE PIPE SHALL BE CLASS III REINFORCED
CONCRETE PIPE UNLESS OTHERWISE NOTED.
6. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL
GRADING RELATED PERMITS PRIOR TO BEGINNING EARTHWORK.
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
EXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
DRAINAGE PATTERN
C-131
E R
O S
I O
N
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T R
A
N
TEMPORARY CONSTRUCTION ENTRANCE
ROCK/SAND BAG DITCH CHECK
SILT FENCE
INSTALL SILT FENCING.
SEE DETAIL D7/C-505.
(TYPICAL)
CONSTRUCT TEMPORARY CONSTRUCTION
ENTRANCE AT CONNECTION OF PERIMETER
ROAD AND EXISTING GRAVEL DRIVE.
SEE SHEET C-131.
INSTALL ROCK/SAND
BAG DITCH CHECK.
SEE DETAIL A4/C-505.
FILTER SOCK INLET
PROTECTION.
SEE C1/C-505
EXISTING
K-9 TRAINING
AREA
EXISTING
BUILDING 205
EXISTING
PHYSICAL FITNESS
AREA/TRACK
P
R
Y
R
E
E
T
INSTALL SILT FENCING.
SEE DETAIL D7/C-505.
(TYPICAL)
INSTALL SILT FENCING.
SEE DETAIL D7/C-505.
(TYPICAL)
INSTALL SILT FENCE
SURROUNDING EXISTING
INLET
MODULAR FIRING RANGE
FFE = 213.00
(SEE BASIS OF DESIGN DRAWINGS)
0 100'
SCALE: 1"=100'
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UTILIZE EXISTING 12' GRAVEL DRIVE
FOR CONSTRUCTION ACCESS
CONTRACTOR
STAGING AREA
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TRAINING
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CONTRACTOR
STAGING AREA
LIMITS OF CONSTRUCTION
(+/- 2.80 ACRES)
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
XFRMR
AutoCAD SHX Text
BREAKER
AutoCAD SHX Text
TPED
AutoCAD SHX Text
HEADER CURB
AutoCAD SHX Text
HEADER CURB
AutoCAD SHX Text
WATER VAULT
AutoCAD SHX Text
2" PVC STUB
AutoCAD SHX Text E
AutoCAD SHX Text
MW
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
ARKANSAS
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1" = 30'
AutoCAD SHX Text
AutoCAD SHX Text
SITE GRADING
AutoCAD SHX Text 15'
AutoCAD SHX Text 30'
AutoCAD SHX Text 60'
AutoCAD SHX Text 90'
AutoCAD SHX Text
AutoCAD SHX Text
SCALE: 1" = 30'
AutoCAD SHX Text N
AutoCAD SHX Text
STAMPS AND BAR SCALES
AutoCAD SHX Text
GENERAL SITE NOTES
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
KEY PLAN
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text 1" = 100'
AutoCAD SHX Text
AutoCAD SHX Text
CONSTRUCTION ENTRANCE
AutoCAD SHX Text N
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AMENDMENT 03
AutoCAD SHX Text 01/15/21
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E l e v a t i o n
E l e v a t i o n
Station
0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10
E l e v a t i o n
E l e v a t i o n
Station
-0+20 -0+10 0+00 0+10 0+20 0+30 0+40 0+50
FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-503.dwg
PLOT DATE: 13-Jan-21 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-503
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G a r v e r U
S A c o m
S T A T E O F
T
HOMA S C . GRA HAM
I I
No. 10432
SCALE: 1" = 100'
A5
LIMITS OF CONSTRUCTION
PROPOSED 24" P.V.C.
STORM DRAIN X 154 LF
PROPOSED
2" GAS LINE
PROPOSED
COMMUNICATIONS
DUCTBANK
NEW
COMMUNICATIONS
DUCTBANK
M
I N
EXISTING
10" FUEL OIL
MAIN
SCALE: AS SHOWN
A1
UTILITY CROSSING AT EXISTING FUEL OIL LINE
SCALE: AS SHOWN
E1
STORM LINE PROFILE
PROPOSED
2" GAS LINE
STA 0+10
EXISTING GRATE INLET
TOP = 205.87
FL IN (N) = 196.77
FL OUT (S) = 196.67
N = 1501127.68
E = 1104888.42
TAP EXISTING INLET AT
FL (E) = 198.00 (FIELD VERIFY)
STA 1+64
INSTALL NEW DETENTION
STRUCTURE
SEE DETAIL A1/C-506
TOP = 208.00
FL OUT = 202.00
N = 1501027.78
E = 1105003.04
HORIZONTAL: 1" =
10'
VERTICAL: 1"
= 5'
HORIZONTAL: 1" =
10'
VERTICAL: 1"
= 5'
A
M E
N D
M E
AutoCAD SHX Text
AutoCAD SHX Text
MH-0516
AutoCAD SHX Text
MH-0515
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
XFRMR
AutoCAD SHX Text
BREAKER
AutoCAD SHX Text
TPED
AutoCAD SHX Text
HEADER CURB
AutoCAD SHX Text
HEADER CURB
AutoCAD SHX Text
WATER VAULT
AutoCAD SHX Text
2" PVC STUB
AutoCAD SHX Text E
AutoCAD SHX Text
MW
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
ENGINEER
ARKANSAS
01/15/2021
6"
20"
5' MINIMUM
FINISHED GRADE
FIVE FOOT PROXIMITY TO FUEL
LINE. (TYPICAL)
(2) 4" CONDUITS
5' MINIMUM
EXISTING FUEL LINE
30"
NOTES:
1. PROVIDE TWO 4" CONDUITS WITH PULLSTRINGS
FROM TELECOM ROOM IN BUILDING 230 TO MH0621.
2. UTILIZE TWO EXISTING 4" CONDUITS FROM MH0621
TO MANHOLE 0515.
3. PROVIDE TWO 4" CONDUITS WITH PULLSTRINGS
FROM MH0515 TO MODULAR FIRING RANGE.
01/15/2021
| Sheets and Views |
| C-001 PROJECT LOCATION |
| C-010 DEMOLITION PLAN |
| C-101 OVERALL SITE PLAN |
| C-102 SITE LAYOUT |
| C-111 UTILITY PLAN |
| C-121 GRADING AND DRAINAGE PLAN |
| C-131 EROSION CONTROL PLAN |
| C-503 CIVIL DETAILS 3 |
File details come from the government source that posted it. Updated .