RTA DRAWINGS.pdf
PDF 24 MB Posted
- Attached to
- Modular Firing Range, Columbus AFB, MS Federal contract opportunity
- Solicitation number
- W9127821R0010
About this file
This document provides details on a federal solicitation opportunity for a modular firing range at Columbus Air Force Base in Mississippi. The solicitation number is W9127821R0010 issued by the Department of the Army Corps of Engineers Engineering District Mobile. Interested vendors are invited to submit proposals to design, build, and install a modular firing range facility, including drawings and specifications as detailed in the attached RTA DRAWINGS.pdf file. Proposals are due by the unspecified response date. The award date was not provided. The opportunity is set aside for small businesses.
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment 04.pdf | ||
| Amendment 04 Drawings.pdf | ||
| Amendment 03 Drawings.pdf | ||
| Amendment 03.pdf | ||
| Amendment 2.pdf | ||
| Amendment 1.PDF | ||
| W9127821R0010 Site Visit Attendance Roster.pdf | ||
| EM 385-1-1.pdf | ||
| SPECS.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
FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-G-002.dwg
PLOT DATE: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
G-002
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HOMA S C . GRA HAM
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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
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
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TPED
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MW
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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-002.dwg
PLOT DATE: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
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HOMA S C . GRA HAM
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No. 10432
FOR INFORMATION ONLY
GENERAL SURVEY NOTES:
4. CONTROL POINT INFORMATION:
BM #1: CAPPED REBAR STAMPED GSA
N: 1501086.79, E: 1104992.11
ELEVATION = 211.76
BM #2: SET CROSS ON CURB
N: 1500911.50, E: 1105007.48
ELEVATION = 210.19
BM #3:
" CAPPED REBAR STAMPED GSA
N: 1500762.93, E: 1105322.97
ELEVATION = 214.06
WATER METER
WATER VALVE
SPOT ELEVATION
UTILITY POLE w/GUY
MONITORING WELL
BORE HOLE
SIGN
LIGHT POLE
HANDICAP PARKING
BOLLARD POST
FIRE HYDRANT
GAS REGULATOR
PERC TEST
SHOOTING TARGET
1. NORTH ARROW AND BEARINGS AND COORDINATES
SHOWN HEREON ARE BASED ON TRANSVERSE
MERCATOR PROJECTION - MISSISSIPPI EAST ZONE -NAD
83 ADJUSTED 2011. USING GLOBAL POSITIONAL SYSTEM
(GPS) AND DERIVED BY STATIC OBSERVATION. USING
BASE STATION: DESIGNATION: MSPE CORS ARP, PID
DO8516 COMBINED FACTOR: 0.99994120 CONVERGENCE
FACTOR: +0 05 50.4
2. CONTOURS AND SPOT ELEVATIONS SHOWN HEREON ARE
BASED ON NAVD 88 AND DERIVED BY STATIC
OBSERVATIONS USING BASE STATION CORS ID MSPE PID
DO8516 HAVING AN ELEVATION OF 342.16.
3. THE ORIGINAL FIELD SURVEY WAS PERFORMED BY
GONZALEZ-STRENGTH & ASSOCIATES, INC. COMPLETED
IN JANUARY 2020.
BENCHMARK
W
SD SD
UGE
G G
FO FO
- FENCE LINE
- WATER LINE
- STORM SEWER
- UG ELECTRIC
- GAS LINE
- FIBER OPTIC
OHE - OH ELECTRIC
--BM-1
--BM-2
BM-3--
SD
- STORM SEWER INLET
K-9 TRAINING
AREA
BUILDING 205
PHYSICAL FITNESS
AREA/TRACK
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XFRMR
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BREAKER
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EXIST SHED
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TPED
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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BUILDING
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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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EXIST SHIPPING CONTAINER ON CONCRETE PAD
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HEADER CURB
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HEADER CURB
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BUILDING
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WATER VAULT
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2" PVC STUB
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MW
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CONCRETE PAD
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EXIST ASPHALT
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
EXISTING SITE
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
GENERAL SITE NOTES
AutoCAD SHX Text
STAMPS AND BAR SCALES
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text 213.0
AutoCAD SHX Text x
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-010.dwg
PLOT DATE: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
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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: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-010
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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
(+/- 2.00 ACRES)
SEE SHEET C-101
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
AutoCAD SHX Text T
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
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'
AutoCAD SHX Text N
AutoCAD SHX Text
GENERAL SITE NOTES
AutoCAD SHX Text
STAMPS AND BAR SCALES
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text T
POINT LIST
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-101.dwg
PLOT DATE: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-101
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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
(+/- 2.00 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
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
TPED
AutoCAD SHX Text
INLET TOP EL = 206.47 INV OUT EL = 203.97
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
36" RCP
AutoCAD SHX Text
18" FLEX
AutoCAD SHX Text
INLET TOP EL = 205.87 INV IN EL = 196.77 INV OUT EL = 196.67
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
OVERALL SITE 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 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
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-102.dwg
PLOT DATE: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-102
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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
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text X
AutoCAD SHX Text
TPED
AutoCAD SHX Text E
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
ENGINEER
AutoCAD SHX Text
ARKANSAS
AutoCAD SHX Text
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
AutoCAD SHX Text
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
INSTALL ASPHALT PARKING SEE DETAIL A5/C-501
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-111.dwg
PLOT DATE: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-111
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HOMA S C . GRA HAM
I I
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
GAS
G G
PROVIDE 2" GAS
SERVICE LINE
EXISTING MH 0515
TRANSITION TO EXISTING
DUCT BANK
CONNECT TO EXISTING
GAS MAIN
INSTALL 12 STRAND SM FIBER
OPTIC CABLE (FOC) IN
EXISTING DUCT.
SEE DETAIL A7 / C-503
INSTALL 12 STRAND SM FIBER
OPTIC CABLE (FOC)
IN NEW 4" DUCT. +/- 385 LF
SEE SHEET C-503
SEE SHEET ET101
EXISTING
K-9 TRAINING
AREA
EXISTING
BUILDING 205
EXISTING
PHYSICAL FITNESS
AREA/TRACK
P
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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.
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 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 UTILITY
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
LEGEND
AutoCAD SHX Text
KEY PLAN
GENERAL SITE NOTES
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-121.dwg
PLOT DATE: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-121
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G a r v e r U
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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
SPOT ELEVATION
C-121
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AREA
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BUILDING 205
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PHYSICAL FITNESS
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
KEY PLAN
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-131.dwg
PLOT DATE: 30-Sep-20 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
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N
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T R
A
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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
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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'
P
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UTILIZE EXISTING 12' GRAVEL DRIVE
FOR CONSTRUCTION ACCESS
CONTRACTOR
STAGING AREA
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B
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K-9
TRAINING
AREA
CONTRACTOR
STAGING AREA
LIMITS OF CONSTRUCTION
(+/- 2.00 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
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-501.dwg
PLOT DATE: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-501
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HOMA S C . GRA HAM
I I
No. 10432
9" COMPACTED SUBGRADE 95%
MODIFIED PROCTOR
MOISTURE CONTENT ±2% OPTIMUM
MIN. 1" A.C.H.M. SURFACE COURSE
MIN. 2" A.C.H.M. BASE COURSE
6" AGGREGATE BASE COURSE
COMPACTED TO 95% MODIFIED
PROCTOR (ASTM D1557)
CURB OR
VALLEY
GUTTER
PER PLANS
O
R
O
W N
PAVING
GRASS/EARTH
SAW CUT CONSTRUCTION JOINTS EVERY 5'-0"
MIN 1/2" EXPANSION JOINTS EVERY 50'-0"
UNLESS OTHERWISE NOTED. FILL JOINT WITH
BITUMINOUS JOINT SEALANT
FINISH GRADE FLUSH W/TOP OF
WALK FOR SEED LAWNS, FINISH
GRADE FOR SODDED LAWNS
TO NOT OBSTRUCT DRAINAGE
CONCRETE SIDEWALK-
BROOM FINISH ACROSS
DIRECTION OF TRAVEL
MAX CROSS SLOPE
1/4" PER FT
SECTION VIEW
SEE PLAN
COMPACT TOP 6" OF SUBGRADE TO
90% MODIFIED PROCTOR BENEATH
AGGREGATE BASE SECTION.
4" TYPICAL
PLAN VIEW
4" AGGREGATE BASE COURSE
COMPACTED TO 95% MODIFIED
PROCTOR
TYP MIN SLOPE
1/4" PER FT
SEE PLAN
4" AGGREGATE BASE COURSE
COMPACTED TO 95% MODIFIED
PROCTOR
FINISH GRADE 1/2" BELOW TOP
OF WALK FOR SEED LAWNS,
FINISH GRADE FOR SODDED
LAWNS TO NOT OBSTRUCT
DRAINAGE
EXPANSION
JOINT
B U
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D I N
G
O
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S
T R
U C
T U
R E
COMPACT TOP 6" OF SUBGRADE TO
90% MODIFIED PROCTOR BENEATH
GRAVEL SECTION.
CONCRETE SIDEWALK-
BROOM FINISH ACROSS
DIRECTION OF TRAVEL
6"
4x4 (2.4 X
2.4) WWF
1/8"
1/2"
50'-0" OC MAX &
@ STRUCTURES, CURBS, WALLS,
CHANGES IN DIRECTION, ETC
PREMOLDED
EXPANSION
JOINT FILLER
"SOFT CUT"
SAW CUT JOINT
5'-0" OC MAX
EXPANSION JOINT (EJ)
CONTRACTION JOINT (CJ)
1 4
I C
K N
E S
S
O
F
C O
N C
R E
T E
6"
7" 17"
5" 2"
R
R
MATCH
PAVEMENT
SLOPE
3'-0"
M
I
N
M I N
M I N
1"
INSTALL SIDEWALK
DRAIN. SEE DETAIL E5
THIS SHEET.
TOP OF WALK = 209.75
FL OUT (N) = 209.25
N = 1500928.44
E = 1105053.87
2 X 2 X
" ANGLE
" X 4" STUDS @ 18" O.C.
" EXPANSION JOINT
(TYPICAL)
" RAISED PATTERN
CHECKERED PLATE
SIDEWALK
" SCREW @ 18" OC
9" COMPACTED SUBGRADE 95%
MODIFIED PROCTOR
MOISTURE CONTENT ±2% OPTIMUM
6" AGGREGATE BASE COURSE
COMPACTED TO 95% MODIFIED
PROCTOR (ASTM D1557)
BUILDING 205
MODULAR
FIRING RANGE
FFE = 213.00
INSTALL SIDEWALK
DRAIN. SEE DETAIL E5
THIS SHEET.
TOP OF WALK = 209.85
FL IN (S) = 209.35
N = 1500922.03
E = 1105049.54
MATCH EXISTING
ELEVATION 209.57
MATCH EXISTING
ELEVATION 209.51
212.60
212.70
212.90
213.00
212.60
212.50
212.90
AutoCAD SHX Text X
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TPED
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CONCRETE PAD
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ENGINEER
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SCALE:
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ASPHALT PARKING
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SCALE:
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TYPICAL CONCRETE SIDEWALK DETAIL
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TYPICAL SIDEWALK DRAIN
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SCALE:
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CONCRETE SIDEWALK ELEVATION DETAIL
AutoCAD SHX Text 15'
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SCALE: 1" = 30'
FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-502.dwg
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No. 10432
FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-502.dwg
PLOT DATE: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
PLAN SECTION B
NOTE:
CONCRETE MUST BE
POURED AGAINST
UNDISTURBED SOIL
C O
V E
R
D D
E
C
B B
A
PLAN
SECTION A
A A
B B
PLAN
SECTION D
A A
C O
V E
R
B
C C
I
D
CONCRETE BRACING
FOR VERTICAL BENDS
1'6"
MIN
GENERAL NOTES:
1. GENERAL DIMENSIONS SHALL BE CONSIDERED
AS MINIMUMS, CONTRACTOR SHALL BE RESPONSIBLE
FOR PROVIDING ADDITIONAL AS REQUIRED FOR
ACTUAL FIELD CONDITIONS ENCOUNTERED. CONTRACTOR
TO ENSURE ALL THRUST RESTRAINT IS ADEQUATE.
2. ALL CONCRETE FOR THRUST RESTRAINT SHALL
BEAR AGAINST FIRM UNDISTURBED SOILS.
3. CONTRACTOR SHALL WRAP ALL ACCESSORIES
BOLTS, NUTS, CONNECTIONS, ETC. IN PLASTIC
SUCH THAT THEY CAN BE REMOVED WITHOUT
THE NEED FOR CONCRETE REMOVAL. PLASTIC TO BE 4 MIL
MINIMUM.
4. UNLESS IND. OTHERWISE IN PLANS, ALL FITTINGS SHALL
BE RJ OR MJ WITH RETRAINING FOLLOWER GLANDS.
RESTRAINING FOLLOWER GLANDS SHALL BE MEGALUG,
ROMAC, OR EQUAL. RETAINER GLANDS NOT ALLOWED.
5. BLOCKING AREAS ARE BASED ON THE FOLLOWING
INFORMATION: 1) 2000 PSF LB/SF FOR THE SOIL BEARING
STRENGTH; 2) 100 PSI DESIGN PRESSURE WITH A 1.5 SAFETY
FACTOR; AND 3) 150 LB/CF DENSITY OF CONCRETE.
PLAN
SECTION C
B B
A
A
C O
V E
R
C C
I
D
E
C O
V E
R
D D
D
C
(SEE CONSTRUCTION SPECIFICATIONS)
UTILITY BEDDING MATERIAL - #57 CRUSHED STONE
9" MIN.
6" MIN.
15" MIN.
6" MIN.
SURFACE
BACKFILL
GRADE
FINISHED
PAD
6" THICK CONCRETE
2" SQ. AWWA NUT
LID
WATER
GRADE
FINISHED
PAD
6" THICK CONCRETE
18" SQUARE BY
VALVE
VALVE SIZE
REQUIRED FOR
BASE SECTION AS
SET SCREWS
2" ADAPTER WITH
SECTION
EXTENSION
TOP COVER
PLATE
FLEXIBLE COVER
W/ SET SCREW
2" SQ. AWWA NUT
LID
NOTES:
PLAN VIEW
CONCRETE BLOCKS
CURB
17" SWIVEL ADAPTER
STONE SLABS
OR
M
I N
5.0'*
C U
N
E
SIDE OBSTRUCTION
ELEVATION VIEW
BLOCKING
CONCRETE THRUST
OR OTHER OBSTRUCTION
PROPERTY LINE, BUILDING
* UNLESS OTHERWISE NOTED
5.0' *
FROM HYDRANT
6"M.J. VALVE W/BOX
3.0' MINIMUM
3' MIN.
18" MIN.
1. SEE SPECIFICATIONS FOR
ADDITIONAL INFORMATION ON
FIRE HYDRANTS.
M
I N
I M
M
R
Y
5 1/4"
6"
SLOPE AWAY
18"
MIN
V A
R I E
S
S
A
N
M
M I N
EXTENSION
STEM
INSTALL DETECTABLE LOCATER TAPE
1' BELOW FINISHED GRADE
#10 COPPER WIRE FOR WATER LINES ON PIPE.
PIPE DIA. A C
B
D MINCOVERE
1'6"
1'3"
1'0"
4 1/2"6"
4 1/2"
4 1/2"
6"12"
10"
8"
4 1/2"4"
9" 9"
3"
1'4 1/2"
1'1 1/2"
10"
1'0"6"
9"
6"
2'6"1'2"
3'0"
2'6"
3'0"1'8"
1'4"
1'2"
2'6"1'1"
TYPICAL CONCRETE
BRACING FOR 45°
BENDS
1'0"
10"
12"
10"
1'7"
1'1"
1'0"
1'0"
22 1/2° BENDS
9"
6"
6"
8"
6"
4"
A
PIPE DIA.
1'0"
1'0"
1'1"
B
9"
6"
6"
C
11 1/4° BENDS
1'0"
1'0"
1'0"
1'0"
1'0"
B
5'0"
3'0"
9"
9"
MINCOVER
3'0"
2'6"
2'6"
6"
6"
6"
A
9"
9" 3'0"
3'0"
MINCOVER
6"
6"
6"
C
2'6"
3'0"
2'6"
TYPICAL CONCRETE BRACING
11 1/4° & 22 1/2° BENDS
4 1/2 "
12"
10"
8"
6"
4 1/2 "
4 1/2 "
4 1/2" 2'6"
2'1"
1'6"
1'0"
4"
PIPE DIA.
4 1/2 "
A
6"
B
1'11"
1'11"
1'9"
1'9" 2'6"
3'0"
2'6"
3'0"
1'10" 2'6"
MINCOVER
E
1'0"
1'1"
1'6"
1'7"
1'8"
C
1'6"
1'3"
1'0"
9"
D
6"
TYPICAL CONCRETE
BRACING FOR 90° BENDS
PIPE DIA.
12"
10"
8"
6"
4"
1'6"
1'3"
1'0"
C
3'0"
3'0"
2'6"
2'6"
2'6"
1'0"
6"
MIN COVER
10"
6"
10"
9"
7"
6"
5"
B A
1'10"
1'6"
1'1"
TYPICAL CONCRETE BRACING FOR TEES
PER DETAILS FOR
HORIZ. BENDS
UNDISTURBED
SOIL
HAND EXCAVATE AREA
OCCUPIED BY CONCRETE
COMPACT BACKFILL
RODS FOR MJ
FITTINGS
HAND EXCAVATE AREA
OCCUPIED BY CONCRETE
TYPICAL CONCRETE TRUST
COLLAR, SEE DETAILS
ENSURE COLLAR EXTENDS
PREV. UNEXCAVATED SOILS
NATIVE BACKFILL COMPACTED TO 85%
MODIFIED PROCTOR UNDER UNPAVED AREAS
AND 95% MODIFIED PROCTOR UNDER PAVED
AREAS.
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TYPICAL FIRE HYDRANT ASSEMBLY
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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: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
C-503
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T
HOMA S C . GRA HAM
I I
No. 10432
SCALE: 1" = 100'
A6
FIBER OPTIC DETAIL
PROPOSED 12 STRAND SM
FIBER OPTIC CABLE (FOC)
IN EXISTING DUCT. +/- 650 LF
TERMINATE 12 STRAND
SM FOC IN BLDG 230
COMM ROOM.
PROPOSED 12 STRAND SM
FIBER OPTIC CABLE (FOC)
IN NEW 4" DUCT.
SEE SHEET C-111
SEE SHEET E-101
TERMINATE12 STRAND SM FOC
IN NEW RANGE CONTROL ROOM
K-9 AREA
P
R
Y
R
E
E
T
TRACK AREA
EXISTING
COMMUNICATIONS
MH 0515
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'
AutoCAD SHX Text
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-504.dwg
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HOMA S C . GRA HAM
I I
No. 10432
2'-6"
M
I N
DIRECT WELD
CORNER CASTING
TO ⅊
#5 CONTINUOUS
TOP & BOTTOM
#5 @ 12" O.C.
TOP & BOTTOM
"x20"x1'-8" WITH
FOUR
" Ø x 12
HEADED STUDS
(16 GAGE)
40' CONTAINER
SCALE: NONE
A1
TYPICAL CONTINUOUS FOOTING SECTION
SCALE: NONE
D1
TYPICAL CONTINUOUS FOOTING - PLAN VIEW
CONTINUOUS FOOTING -
SEE DETAIL A1 THIS SHEET
CONTINUOUS FOOTING -
SEE DETAIL A1 THIS SHEET
C-504
C I V
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NOTE:
CONTRACTOR TO COORDINATE FOOTINGS
WITH THE MODULAR FIRING RANGE SUPPLIER.
PROVIDE STAMPED DRAWINGS BY A
STRUCTURAL ENGINEER FOR FOOTINGS
SPECIFIC MODULAR RANGE DURING SHOP
DRAWING PHASE.
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FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-505.dwg
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50' MINIMUM
EXISTING
PAVEMENT
FILTER CLOTH
12" MINIMUM
EXISTING
GROUND
EXISTING
GROUND
A
FILTER CLOTH 12 INCH DIAMETER ROCK
12" MINIMUM
20' MINIMUM
4"
MIN.
50' MINIMUM
10'
MIN.
1 TO 2 INCH
DIAMETER ROCK
6'
MIN.
EXISTING
PAVEMENT
6'
MIN.
SIDE VIEW
20'
MINIMUM
PLAN VIEW
SECTION AA
THICKEN GRAVEL SECTION
AT END FACING EXISTING PAVEMENT
15" DEEP 2' WIDE
A
A
A
A
NOTE:
POINTS "A" SHOULD BE HIGHER THAN POINT
"B". PROPER PLACEMENT OF A FILTER
BARRIER IN A DRAINAGE WAY
EXTENSION OF WIRE FENCE AND
FILTER FABRIC INTO TRENCH
2. ATTACH THE FILTER FABRIC TO THE POSTS
AND EXTEND IT INTO THE TRENCH.
1. SET POSTS AND EXCAVATE A 4" X 4"
TRENCH UPSLOPE ALONG THE LINE OF
POST.
3. BACKFILL AND COMPACT THE
EXCAVATED SOIL.
WATER LEVEL
DITCH
CHECK
PLACE BAG
AT BASE OF DITCH CHECK
IN AREA OF OVERFLOW
F L O
W L
IN
E
O F
D
IT
C H
NUMBER OF ROCKS/SAND BAGS AND
ARRANGEMENT VARIABLE WITH ON-SITE
CONDITIONS. MAINTAIN 2.5' HEIGHT ON
ROCK/SAND BAG BERMS.
M
I N
SECTION A-A SECTION B-B
V A
R I A
B L
E
T
O
N
O R
M A
L
ROCKS/SAND BAGS
M
I N
SEDIMENT BARRIER IN DRAINAGE WAY
CONTRACTOR SHALL PLACE SEDIMENT BARRIERS AS LOCATED ON PLAN IMMEDIATELY AFTER
CONSTRUCTION OF DRAINAGE SWALES. THE DITCH SHALL BE INSPECTED AFTER EACH RAIN AND
REPAIRS MADE AS NEEDED. SEDIMENT SHALL BE REMOVED AND THE BALES RESTORED TO THEIR
ORIGINAL DIMENSION WHEN THE SEDIMENT HAS ACCUMULATED TO HALF THE DESIGN DEPTH OF
THE TRAP. SEDIMENT REMOVED SHALL BE DEPOSITED IN SUCH A MANNER THAT IT WILL NOT
ERODE. SEDIMENT FILTERS SHALL BE REMOVED WHEN ITS DRAINAGE AREA HAS BEEN PROPERLY
STABILIZED.
ROCKS/SAND BAGS
4"
SCALE: NONE
F1
STABILIZED ENTRANCE DRIVE
SCALE: NONE
D7
TYPICAL SILT FENCING
SCALE: NONE
A4
ROCK/SAND BAG DITCH CHECK
F
L
O
W
F
L
O
W
F
L
O
W
COMPOST FILTER SOCK
PLACE A SANDBAG AT
EACH END OF SOCK TO
HOLD IN PLACE.
NOTES:
1. ANCHORING STAKES SHALL BE SIZED, SPACED, AND BE OF A MATERIAL
THAT EFFECTIVELY SECURES THE FILTER SOCK. STAKE SPACING SHALL
BE A MAXIMUM OF THREE FEET.
2. OVERLAP ENDS OF SOCK PER MANUFACTURER'S RECOMMENDATIONS.
(1' MIN. 3' MAX.)
3. USE 8" TO 12" DIAMETER SOCK ON CURBSIDE IN TRAFFIC AREAS.
4. USE 12" - 18" DIAMETER SOCK IN NON-TRAFFIC AREAS OR AREAS
WHERE SAFETY IS NOT A CONCERN.
SCALE: NONE
C1
FILTER SOCK INLET PROTECTION
12 INCH DIAMETER ROCK
C-505
C I V
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G a r v e r U
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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
AutoCAD SHX Text
PROFESSIONAL
AutoCAD SHX Text
REGISTERED
AutoCAD SHX Text
ENGINEER
FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-506.dwg
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HOMA S C . GRA HAM
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No. 10432
FILENAME: L:\2019\19F00340 - Columbus AFB Modular Firing Range\Drawings\CAD_BIM\_Sheets\CB19FS-C-506.dwg
PLOT DATE: 30-Sep-20 LAST SAVED: TDBARTON FORMAT: AUTOCAD 2013
NEW 24" P.V.C.
STORM DRAIN
6"
8"
4' SQUARE
FLOWLINE OF NEW
OUTFALL PIPE = C
TOP OF RETENTION
STRUCTURE = B
4'
10"
4'X6" RETANGULAR
ORIFICE FLOWLINE
ELEVATION = A
NEENAH MODEL R-1780-A
HEAVY DUTY FRAME & LID
OR APPROVED EQUAL
4'X6" RETANGULAR
ORIFICE FLOWLINE
ELEVATION = A
4" P.V.C. FLOWLINE
ELEVATION = D
N E
W
" P .V
.C . D
R A
IN
F R
O M
P O
N D
4" P.V.C. FLOWLINE
ELEVATION = D
SECTION VIEW
NEW 24" P.V.C.
#6 @ 6" OC EA WAY
2" CLR. FROM BOT. SLAB
#6 @ 8" EA WAY
2" CLR. FROM TOP SLAB
#6 DOWELS OR U BARS
@ 8" W/ LAP
#6 @ 8" OC
HORIZ & VERT
CENTER IN WALL
LAP
4'
ENCASE PERFORATED
P.V.C. PIPE WITH WOVEN,
COATED GEOMEMBRANE
TO PREVENT DIRT FROM
CLOGGING THE NEW
FRENCH DRAIN.
M
I N
4" PERFORATED
P.V.C. PIPE
V A
R I E
S
S
A
N S
M
I N
DRAINAGE STONE:
MIXTURE OF NATURAL OR CRUSHED GRAVEL, OR CRUSHED STONE AND NATURAL
SAND; ASTM D 448; COARSE-AGGREGATE GRADING SIZE 67; WITH 100 PERCENT
PASSING A 1-INCH (25-MM) SIEVE AND 0 TO 5 PERCENT PASSING A NO. 4 (4.75-MM)
SIEVE.
INSTALL GRASS ON
TOP OF LOAMY SOIL
INSTALL DRAINAGE STONE
IN TRENCH
PERMEABLE, LOAMY SOIL MEDIA:
OVER EXCAVATE 2' BELOW POND (BELOW ELEVATION 206.50) AND REPLACE WITH
LOAMY, PERMEABLE SOIL IN BOTTOM OF THE POND. PERMEABLE SOIL SHALL BE
USDA HYDROLOGIC SOIL GROUP A OR B (SANDY LOAM OR LOAMY SAND).
INFILTRATION RATE SHALL BE 1 TO 2 INCHES PER HOUR. PROVIDE MATERIAL
DATA SHEET TO ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. DO NOT
OVERCOMPACT.
PERMEABLE, LOAMY SOIL
MEDIA. SEE ALSO
INSTALLATION NOTES ON
THIS SHEET.
BIO-RETENTION POND INSTALLATION NOTES
1. PERMEABLE, LOAMY SOIL SHALL BE PLACED IN 6-12" LIFTS
AND LIGHTLY COMPACTED BY TAMPING WITH THE BUCKET OF A
BULLDOZER OR BACKHOE.
2. PERMEABLE SOIL SHALL HAVE A pH OF 5.5- 6.5, AS TESTED
BY A LOCAL TESTING LABORATORY. PROVIDE TEST RESULTS
TO THE CONTRACTING OFFICER. SHOULD THE SOIL BE OUTSIDE
OF THAT RANGE, APPROPRIATE AMENDMENTS SHOULD BE
ADDED TO REACH THAT RANGE.
3. AFTER PLACEMENT OF SOIL, AVOID DRIVING HEAVY
MACHINERY ACROSS BIODETENTION AREAS IN ORDER TO AVOID
COMPACTION OF PLANTING MIX.
~ 12' WIDE X 40' LONG
MANHOLE
#1
A B C D
207.00 208.50 202.00 202.10
ELEVATION
SCALE: NONE
A1
RETENTION MANHOLE DETAIL (AT BIO-RETENTION POND)
SCALE: NONE
E1
BIO-RETENTION POND DRAIN DETAILS
RETENTION MANHOLE MAY BE CAST IN PLACE OR PRECAST PROVIDED A PRECAST
STRUCTURE COMPLIES TO THE FOLLOWING SPECIFICATIONS:
1. CONCRETE HAS A DESIGN STRENGTH OF…
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