Appendix H - Jones Hall RLF Drawings Vol 1 of 2.pdf
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- Solicitation number
- FA890326R0069
About this file
This is Appendix H containing Title II design drawings (Volume 1 of 2) for the Repair of Jones Hall (Building 6902) at Keesler AFB, Biloxi, Mississippi, under Contract FA8903-21-D-0004, Solicitation MAHG121033. The drawing set was issued for construction on April 14, 2026, and includes civil, architectural, plumbing, electrical, telecommunications, and security design plans.
The drawings document site demolition and restoration plans, grading and drainage designs, utility installations including 8-inch PVC sanitary sewer lines with lift station, storm sewer connections, water main extensions, and site restoration specifications. Key civil work includes removal of existing pavement and utilities, installation of bituminous paths and aggregate building pads, concrete curb and gutter, decorative concrete sidewalks, and site grading to elevation 24.00 for the Relocated Facilities (RLF) area and 25.25 for the Fabrication and Test (FAB-T) area. The specifications establish minimum 1.0 percent slope for paved drainage and 2.0 percent for vegetated areas, require contractor-performed compaction testing and dewatering, mandate erosion control measures per Mississippi Department of Environmental Quality requirements, and specify utility installation per local provider standards with minimum 30-inch cover. Construction sequencing includes topsoil stripping, temporary RLF pad grading with geotextile fabric over existing storm structures, fill placement, temporary Bermuda grass sodding, subsequent RLF removal, and final restoration to pre-construction elevations.
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SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
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KEESLER AFB, MISSISSIPPI
REPAIR OF JONES HALL - BUILDING 6902
MAHG121033
RLF
KEESLER AFB
FA8903-21-D-0004
14 APRIL 2026
G-001
RLF
C O
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ISSUED FOR CONSTRUCTION
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VICINITY MAP
LOCATION MAP
PROJECT LOCATION
RELOCATED FACILITIES
04/14/26
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SCHEDULE - SHEET INDEX
SHEET INFORMATION
NUMBER NAME
GENERAL
G-001 COVER SHEET
G-002 DRAWING INDEX
CIVIL
C001 CIVIL ABBREVIATIONS AND LEGENDS
C002 CONSTRUCTION NOTES
V100 OVERALL EXISTING SITE PLAN
V101 RLF EXISTING SITE PLAN
V102 FABT EXISTING SITE PLAN
CD101 RLF DEMOLITION PLAN
CD102 FABT DEMOLITION PLAN
CS100 OVERALL SITE PLAN
CS101 RLF SITE PLAN
CS102 FABT SITE PLAN
CG100 OVERALL GRADING PLAN
CG101 RLF GRADING PLAN
CG102 FABT GRADING PLAN
CU101 RLF UTILITY PLAN
CU102 FABT UTILITY PLAN
CU103 SANITARY & STORM SEWER PROFILES
L101 RLF RESTORATION PLAN
L102 FABT RESTORATION PLAN
C501 RLF & FABT STANDARD DETAILS
C502 RLF & FABT STANDARD DETAILS
C503 RLF & FABT STANDARD DETAILS
C504 RLF LIFT STATION PLAN
C505 RLF LIFT STATION SECTION
ARCHITECTURE
A-001 ARCHITECTURAL GENERAL NOTES, MATERIAL AND ANNOTATION LEGEND
A-002 TYPICAL ABA DETAILS
AS101 ARCHITECTURAL - SITE PLAN
AS102 CLASSROOM RLF YARD - ARCHITECTURAL SITE PLAN
AS103 FAB-T YARD - ARCHITECTURAL SITE PLAN
A-110 COMPREHENSIVE RLF FLOOR PLAN
A-111 RLF FLOOR PLAN - AREA A
A-112 RLF FLOOR PLAN - AREA B
A-113 RLF FLOOR PLAN - AREA C
A-114 FAB-T RLF FLOOR PLAN
AR110 REFLECTED CEILING COMPREHENSIVE FIRST FLOOR PLAN
AR111 FAB-T REFLECTED CEILING PLAN
A-551 RAILING DETAILS
INTERIORS
IN100 INTERIOR FINISH PLAN - COMPREHENSIVE - RLF / FAB-T
IN601 INTERIOR FINISH - MATERIAL AND ROOM FINISH SCHEDULE - TRAILERS
IF111 INTERIOR FURNITURE - FLOOR PLAN - RLF - AREA A
IF112 INTERIOR FURNITURE FLOOR PLAN - RLF - AREA B
IF113 INTERIOR FURNITURE FLOOR PLAN - RLF -AREA C
IF114 INTERIOR FURNITURE FLOOR PLAN - RLF -FAB-T
PLUMBING
P-001 PLUMBING LEGEND
PP120 PLUMBING SITE PLAN
PP121 PLUMBING SITE PLAN RLF BUILDING
PP122 PLUMBING SITE PLAN FAB BUILDING
PP501 PLUMBING DETAILS
PP502 PLUMBING DETAILS
ELECTRICAL
E-120 ELECTRICAL SITE PLAN - RLF
E-121 ELECTRICAL DETAILS
E-122 ELECTRICAL DETAILS
TELECOMMUNICATIONS
T-120 TELECOMMUNICATION SITE PLAN
T-140 TELECOMMUNICATION TRAILER H - FAB-T PLAN
T-430 TELECOMMUNICATION ENLARGED PLANS
T-509 TELECOMMUNICATION CABINET ELEVATION
T-510 TELECOMMUNICATION OUTSIDE PLANT DETAILS
T-602 TELECOMMUNICATION RISER DIAGRAM
TY140 SECURITY TRAILER H - FAB-T PLAN
TY503 SECURITY DETIAILS
TY504 ACS-IDS EQUIPMENT DETAILS
TY602 SECURITY RISER DIAGRAM
04/14/26
F
WATER SURFACE ELEVATION
NORTH CAROLINA DEPARTMENT
OF ENVIRONMENTAL QUALITY
I
WATER METER
MANUAL ON UNIFORM
TRAFFIC CONTROL
DEVICES
NORTH CAROLINA DEPARTMENT
OF TRANSPORTATION
CIVIL ABBREVIATIONS
L
A
A.D.
ALT.
ALUM.
AMP., A.
A.O.
APPROX.
ARCH.
A.T.F.P.
A.W.G.
A.W.W.A. AMERICAN WATER WORKS
ASSOCIATION
AMERICAN WIRE GAGE
ANTI-TERRORISM FORCE
PROTECTION
ARCHITECTURAL
APPROXIMATELY
ACCESS OPENING
AMPERES
ALUMINUM
ALTERNATE
AREA DRAIN
BLDG.
BM.
BOC
BOL
CAP.
C.B.
CEM.
CER.
C.F.M.
CIRC.
C.J.
CK'D
CKT.
C.M.U.
C.O.
COL.
CONC.
COND.
CONN.
CONST.
CONT.
C. TO C.
C.Y. CUBIC YARD
CENTER TO CENTER
CONTRACTING OFFICERS
REPRESENTATIVE
CONTINUOUS
CONSTRUCTION
CONNECTION
CONDENSATE
CONCRETE
COLUMN
CLEAN OUT
CONCRETE MASONRY UNIT
CENTER LINE
CIRCUIT
CHECKERED
CONSTRUCTION JOINT/
CONTRACTION JOINT
CIRCULATING
CUBIC FEET/MINUTE
CERAMIC
CEMENT
CATCH BASIN
CAPACITY
BOLLARD
BACK OF CURB
BENCH MARK
BUILDING
C
COR
D
DET.
DI
DIA.
DIFF.
DIM.
D.I.P.
DISC.
D.J.
DN.
DR.
D.S.
E
DETAIL
DROP INLET
DIAMETER
DIFFUSER
DIMENSION
DUCTILE IRON PIPE
DISCONNECT
DUMMY JOINT
DOWN
DRAIN
DOWN SPOUT
EA.
E.F.
EL.
ELEC.
EQUIP.
EXH.
EXP. JT.
EXT.
EX. / EXIST.
EACH
EXHAUST FAN
ELEVATION
ELECTRIC
EQUIPMENT
EXHAUST
EXPANSION JOINT
EXTERIOR
FC
F.D.
F.D.C.
F.E.S.
FIN.
FL.
FT.
FTG. FOOTING
FOOT, FEET
FLOOR
FINISH
FLARED END SECTION
FIRE DEPARTMENT CONNECTION
FLOOR DRAIN
FACE OF CURB
GA.
GAL.
GALV.
G.F.E.
GND.
GOV'T
G.P.H.
G.P.M.
GV GATE VALVE
GALLONS/MINUTE
GALLONS/HOUR
GOVERNMENT
GROUND
GALVANIZED
GALLON
GAGE
GOVERNMENT FURNISHED
EQUIPMENT
H
HC
HCP
HCR
HDW
HP
HSS
HT
HYD HYDRANT
HEIGHT
HIGH STRENGTH STEEL
HIGH POINT
HEADWALL
HANDICAP RAMP
HANDICAP PARKING
HANDICAP
ID.
INTX.
INV.
ISL
ITL. INDEPENDENT TESTING
LABORATORY
ISLAND
INVERT
INTERSECTION
INSIDE DIAMETER
J J.B.
JCT.
JT.
JUNCTION BOX
JUNCTION
JOINT
K
KVA
KW KILOWATT
KILOVOLT AMPERE
LGT
LP
LF LINEAR FEET
LIGHT POLE
LIGHT
L
M
MAX
MED
MH
MIN
MJ
MON
MTL
MW
M.U.T.C.D
N
NCDEQ
NC DOT
NIC
N/A
N.T.S.
O O.C.
O.D.
OH
OHE
OVH
MAXIMUM
MEDIAN
MANHOLE
MINIMUM
MECHANICAL JOINT
MONUMENT
METAL
MONITOR WELL
NOT IN CONTRACT
NOT APPLICABLE
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
OVERHEAD
OVERHEAD ELECTRIC
OVERHANG
P P/A
PC
PER.
PI
PLT
PSF
PARKING AREA
POINT OF CURVATURE
PERIMETER
POINT OF INTERSECTION
PLATE
POUNDS PER SQUARE FOOT
POUNDS/SQUARE FOOT
POUNDS/SQUARE INCH
POINT
PAVEMENTPVMT
PT
PSI
PSF
R
R / RAD.
RCP
REINF.
REQ.
REV
RWM
RT
R.P.Z. REDUCED PRESSURE ZONE
RIGHT
RIGHT OF WAY MONUMENT
REVISED
REQUIRED
REINFORCING
REINFORCED CONCRETE PIPE
RADIUS
S
SAN
SCH
SET
SF
SHT
SIA
SP
SQ. FT.
SS
STA.
STD.
STM
STL
S/W
SWM. STORMWATER MANAGEMENT
SIDEWALK
STEEL
STORM
STANDARD
STATION
SANITARY SEWER
SQUARE FEET
SIGNAL POLE
SIAMESE CONNECTION
SHEET
SQUARE FEET
SETBACK
SCHEDULE
SANITARY SEWER
T T
TBM
TERR
TEL TELEPHONE
TERRA COTTA PIPE
TEMPORARY BENCHMARK
TANGENT
U U/C U/G
UNO UNLESS NOTED OTHERWISE
UNDERGROUND
UNDER CONSTRUCTION
WATER LINE
W
WL
WM
WSEL
WV
WTR
WWF WIRE WELD FABRIC
WATER
WATER VALVE
ABC AGGREGATE BASE COURSE
ABS AIR BREAK SWITCH
A.C. ASBESTOS CEMENT
ASPH. ASPHALT
A/C AIR CONDITIONING
A.F.F. ABOVE FINISHED FLOOR
B
BRG. BEARING
BVC BEGIN VERTICAL CURVE
BVCE BEGIN VERTICAL CURVE ELEVATION
BVCS BEGIN VERTICAL CURVE STATION
C
C&G CURB AND GUTTER
CATV CABLE TELEVISION
CBL CABLE
C.F.S. CUBIC FEET/SECOND
C.I. CURB INLET
C.I.P. CAST IRON PIPE
C.M. CONCRETE MONUMENT
C.M.P. CONCRETE METAL PIPE
DWG.(S) DRAWING(S)
DW DOMESTIC WATER
EXISTING
EG. EXISTING GRADE
E.I.P. EXISTING IRON PIPE
E.J. EXPANSION JOINT
E.M. ELECTRIC METER
EOP EDGE OF PAVEMENT
EVC END VERTICAL CURVE
EVCE
EVCS END VERTICAL CURVE STATION
F.F.E. FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FM FORCE MAIN
FOC FACE OF CURB
G
GC GENERAL CONTRACTOR
GL GAS LINE
GM GAS METER
GW GUY WIRE
K K VALVE
L LENGTH
LT LEFT
NAD 27 NORTH AMERICAN DATUM 1927
NAD 83 NORTH AMERICAN DATUM 1983
NORTH BOUND LINENBL
NORMAL CROWNNC
NEMA NATIONAL ELECTRICAL
MANUFACTURES ASSOCIATION
NIP NEW IRON PIPE
PCC POINT OF COMPOUND CURVATURE
PED PEDESTAL
PGL PROPOSED GRADE LINE
PINC POINT OF INTERSECTION ON CURVE
PIV POST INDICATOR VALVE
PIV ELEV POINT OF VERTICAL
INTERSECTION ELEVATION
PIV STA POINT OF VERTICAL
INTERSECTION STATION
R/W RIGHT OF WAY
SB SOIL BORING
SIG SIGNAL
SPECS SPECIFICATIONS
SR STATE ROAD
TOE
TOP
TOW TOP OF WALL
TOP OF SLOPE
TOE OF SLOPE
TOB TOP OF BANK
T/C TOP OF CURB
TYP. TYPICAL
TP TELEPHONE POLE
TRANS TRANSFORMER
V
VC
VCP VITRIFIED CLAY PIPE
VERTICAL CURVE
UP UTILITY POLE
ASUS AMERICAN STATES
UTILITY SERVICE
DB DESIGN BUILD TCN TOP OF CONCRETE
END VERTICAL CURVE ELEVATION
C001
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CIVIL ABBREVIATIONS AND LEGENDS
LEGEND EXISTING:
SAN SANITARY SEWER LINE
STORM DRAIN/FOUNDATION DRAIN LINE
PROPOSED LEGEND:
CO SANITARY SEWER CLEAN OUT
W W DOMESTIC WATER LINE
SD SD
CONCRETE
PROPOSED BUILDING
SF SF SEDIMENT FENCE
UP UP UNDERGROUND POWER LINE
MINOR CONTOUR
MAJOR CONTOUR
CONCRETE
SANITARY SEWER LINESAN
UC UC
W W WATER LINE
TELECOMMUNICATION LINE
BUILDING
GAS UNDERGROUND GAS LINE
SEPTIC TANK
A/C HVAC SYSTEM
ELECTRICAL APPURTENANCE
BR BR BIOROLL/COMPOST SOCK
COMM TELECOMMUNICATION LINE
ST
E
ELECTRICAL POLE
XX OR DEMOLISH
SD SD STORM DRAIN LINE
CB CATCH BASIN - YARD INLET
WATER METER
TREE/HEDGE LINE
LOD LOD LIMITS OF DISTURBANCE
W
EXISTING GROUND ELEVATION
PROPOSED GROUND ELEVATION
CONTROL PANELCP
EXISTING BACKFLOW PREVENTERBFP
X X X X CHAIN LINK FENCE
STORM SEWER LINE
CHAIN LINK FENCE
AGGREGATE
STORM SEWER STRUCTURE
SANITARY SEWER STRUCTURE
ABA RAILING
BITUMINOUS PAVEMENT
SANITARY STRUCTURE
EXISTING BITUMINOUS PAVEMENT
TREE
LINETYPES FOR UTILITIES LOCATED BY GIS INFORMATION
UP-D UP-D UNDERGROUND POWER LINE
SANITARY SEWER LINESAN-D SAN-D
UC-D UC-D
W-D W-D WATER LINE
TELECOMMUNICATION LINE
GAS-D GAS-D UNDERGROUND GAS LINE
STORM SEWER LINESD-D SD-D
CHLR-D CHLR-D CHILLED WATER RETURN
CHLS-D CHLS-D CHLS-D CHILLED WATER SUPPLY
SCO SANITARY SEWER CLEANOUT
WV WATER VALVE
HYDRANT
F
E
FIBER APPURTENANCE
ELECTRICAL MANHOLE
LIGHT POLE
SIGN
TELEPHONE PEDESTALT
ELECTRICAL MANHOLE
NATURAL GAS VALVE
FIBER MARKER
IRRIGATION CONTROL VALVE
T/W 25.82
M/E 26.03
T/W 25.95
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C002
C O
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N O
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S
GENERAL NOTES:
1. DOR SHALL NOT HAVE AUTHORITY OVER THE SITE OR BUILDING CONTRACTOR'S WORK OR RESPONSIBILITIES. BSC JV IS
NOT RESPONSIBLE FOR SITE SAFETY PROCEDURES OR METHODS OF CONSTRUCTION.
2. ALL EXISTING UTILITIES SHOWN ON THESE DRAWINGS ARE APPROXIMATE AND OTHER UTILITIES MAY EXIST.
CONTRACTOR MUST HAVE EXISTING UTILITIES LOCATED BY UNDERGROUND LINE LOCATORS AS WELL AS FIELD VERIFIED BY ONSITE PERSONNEL PRIOR TO ORDERING MATERIALS OR BEGINNING CONSTRUCTION. ANY DISCREPANCIES SHALL BE
REPORTED TO THE CONTRACTING OFFICER IMMEDIATELY.
3. EXISTING UTILITIES TO REMAIN MAY BE LOCATED WITHIN PROPOSED DEMOLITION AREAS. CONTRACTOR SHALL USE EXTREME CAUTION WHILE WORKING IN THESE AREAS TO ENSURE NO UTILITY SERVICE INTERRUPTIONS TO FACILITIES
THAT REMAIN OR TO ADJACENT PROPERTIES.
4. THE CONTRACTOR SHALL TAKE ALL NECESSARY MEASURES TO PROTECT ADJACENT PROPERTIES AND IS RESPONSIBLE FOR ANY DAMAGE TO EXISTING IMPROVEMENTS ON OR OFF SITE DUE TO THE CONSTRUCTION OF THIS PROJECT. ANY
DAMAGE WILL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
5. CONTRACTOR SHALL VERIFY SITE BOUNDARY AND EXISTING TOPOGRAPHY. NOTIFY THE CONTRACTING OFFICER OF ANY
DISCREPANCIES.
6. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROTECT ALL BENCHMARKS AND PROPERTY CORNERS. ANY
REPLACEMENT WILL BE AT THE CONTRACTOR'S EXPENSE.
7. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL NECESSARY PERMITS REQUIRED TO CONSTRUCT THIS PROJECT AND PAY ALL PERMIT FEES. ALL PERMITS MUST BE IN-HAND PRIOR TO CONSTRUCTION.
8. TOPOGRAPHIC INFORMATION PERFORMED BY BMA (BROWN, MITCHELL & ALEXANDER, INC.).
SITE DEMOLITION NOTES:
1. CONTRACTOR TO COORDINATE WITH OWNER PRIOR TO ANY DEMOLITION REGARDING ITEMS TO BE SALVAGED, RECYCLED, AND REUSED. CONTRACTOR SHALL REMOVE ITEMS TO BE SALVAGED WITH EXTREME CAUTION TO PREVENT
DAMAGE. CONTRACTOR SHALL TURN ALL SALVAGED ITEMS OVER TO OWNER.
2. CONTRACTOR SHALL COORDINATE WITH OWNER AND THE UTILITY PROVIDER PRIOR TO THE DISCONNECTING OR REMOVAL OF ANY UTILITY SERVICE TO THE EXISTING BUILDINGS. ALL UTILITIES TO BE REMOVED ARE TO BE CAPPED OR
PLUGGED OR TERMINATED ACCORDING TO THE UTILITY OWNERS REQUIREMENTS.
3. REFER TO SITE GRADING AND UTILITY PLANS FOR PROPOSED UTILITY AND DRAINAGE INSTALLATION AND REMOVAL.
4. REFER TO SITE PLAN FOR ADDITIONAL INFORMATION RELATING TO PAVING, CURB, SIDEWALKS, ETC. REMOVE EXISTING
CURBS AS NEEDED TO INSTALL PROPOSED IMPROVEMENTS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL, RELOCATION OR PROTECTION OF ALL ABOVE AND BELOW
GROUND EXISTING IMPROVEMENTS THAT ARE IN CONFLICT WITH THE PROPOSED IMPROVEMENTS UNLESS NOTED.
6. ALL DEMOLITION AND CONSTRUCTION DEBRIS SHALL BE TRANSPORTED AND DISPOSED OF AT IN A LEGAL AND APPROVED
MANNER.
7. ALL EXISTING PAVING, CURBS, HARDSCAPE, ETC. SHALL BE SAW CUT AT THE LIMITS OF REMOVAL IN ORDER TO PROVIDE A
CLEAN EDGE.
SITE LAYOUT NOTES:
1. ALL ABA ACCESSIBLE RAMPS, SIGNS, SYMBOLS, AND PAINTED ISLANDS AND ACCESS
ROUTES MUST CONFORM TO THE LATEST ABA REQUIREMENTS.
2. THE MAXIMUM SLOPE IN ABA ACCESSIBLE PARKING AREAS SHALL NOT EXCEED 1:48
SLOPE IN ANY DIRECTION. ALL ABA ACCESSIBLE ACCESS ROUTES SHALL NOT EXCEED 1:20
RUNNING SLOPE AND 1:48 CROSS SLOPE.
3. ALL DIMENSIONS AND COORDINATES SHOWN ARE TO THE OUTSIDE FACE OF BUILDING OR
TO THE EDGE OF SURFACING UNLESS OTHERWISE NOTED. REFER TO ARCHITECTURAL
PLANS FOR SPECIFIC BUILDING INFORMATION.
4. ALL STRIPING TO BE PER THE LATEST EDITION OF THE MUTCD UNLESS NOTED
OTHERWISE.
5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PREPARING A SITE CONSTRUCTION
TRAFFIC CONTROL PLAN AND OBTAINING
ANY REQUIRED APPROVALS FROM THE LOCAL JURISDICTIONAL AUTHORITY. THE SITE
CONSTRUCTION TRAFFIC CONTROL PLAN SHALL TAKE INTO ACCOUNT THE ENTERING
AND EXITING OF CONSTRUCTION TRAFFIC ONTO THE ROADWAY AND THE IMPACT TO
THE FLOW OF TRAFFIC. THIS PLAN SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF THE MUTCD. THIS SITE CONSTRUCTION TRAFFIC CONTROL PLAN SHALL BE
IN ADDITION TO ANY TRAFFIC CONTROL PLAN PROVIDED IN THE PLAN SET FOR
ROADWAY IMPROVEMENTS.
6. CONTRACTOR IS RESPONSIBLE FOR ADJUSTING ELEVATIONS OF ALL AT-GRADE
STRUCTURES AND UTILITIES TO REMAIN (VALVE BOXES, MANHOLES, INLETS, VAULTS, ETC)
TO MATCH PROPOSED FINISHED GRADES.
GRADING NOTES:
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING COMPACTION TESTING.
2. ALL TOPSOIL SHALL BE STRIPPED WITHIN THE PROPOSED LIMITS OF GRADING AND SHALL BE STOCKPILED ON-SITE IN AN
APPROVED LOCATION FOR LATER USE WITH ANY EXCESS TO BE DISPOSED OF OFF-SITE ONCE ALL LANDSCAPED AREAS
HAVE BEEN BROUGHT TO FINISH GRADE UNLESS OTHERWISE NOTED ON THE PLANS.
3. CONTRACTOR SHALL BE RESPONSIBLE TO PROTECT PREPARED SUBGRADE AND RESTORE TO PROJECT SPECIFICATIONS
IF DAMAGED OR COMPROMISED DUE TO INCLEMENT WEATHER AND/OR CONSTRUCTION TRAFFIC.
4. COMPACTION WITHIN LIMITED SPACES (I.E. MANHOLES, INLETS, UTILITY TRENCHES) SHOULD BE BACKFILLED AND COMPACTED SYSTEMATICALLY, AT THE DIRECTION OF THE ON-SITE GEOTECHNICAL ENGINEER. STONE BACKFILL SHALL BE INSTALLED IN 12" MAXIMUM LOOSE LIFTS AND COMPACTED WITH 6-8 PASSES OF A VIBRATORY COMPACTOR.
5. NO GRADING OFF-SITE OR IN ANY ROAD RIGHT-OF-WAY WITHOUT PROPER APPROVALS AND PRIOR NOTIFICATION.
6. COORDINATE THE SEQUENCING OF ALL GRADING OPERATIONS WITH THE EROSION CONTROL PLAN.
7. ALL GRADING ADJACENT TO EXISTING OR PROPOSED BUILDINGS SHALL BE SLOPED AWAY FROM THE STRUCTURES AT A
MINIMUM OF 1.0% GRADE FOR PAVED AREAS, AND 2.0% FOR VEGETATED AREAS. THE CONTRACTOR SHALL ENSURE POSITIVE DRAINAGE AWAY FROM THE STRUCTURES. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES.
8. PROPOSED GRADES INDICATED ON THIS PLAN ARE TO FINISH GRADE. THE CONTRACTOR SHALL MAKE SUBGRADE
ADJUSTMENTS FOR TOPSOIL, PAVING, BUILDING PAD, ETC.
9. ALL PROPOSED STORM INLETS (GRATES, CURB, YARD, AREA DRAINS) SHALL BE LOCATED AT THE LOWPOINTS. GRADING SHALL BE TO DIRECT RUNOFF TO THESE INLETS. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES.
10. STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES, INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER OF ANY
DISCREPANCIES.
11. A GEOTECHNICAL REPORT HAS BEEN PREPARED BY TERRACON (PROJECT NO. EB225044) AND IS AVAILABLE FOR INFORMATIONAL PURPOSES. THE CONTRACTOR SHALL REVIEW THIS REPORT, VISIT THE SITE AND COMPLETE ANY ADDITIONAL EXPLORATIONS THAT IT FEELS NECESSARY IN ORDER TO PROVIDE SATISFACTORY CONSTRUCTION.
12. DEWATERING SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. PREVENT SURFACE WATER AND GROUND WATER FROM ENTERING EXCAVATIONS, FROM PONDING ON PREPARED SUBGRADES, AND FROM FLOODING PROJECT SITE AND SURROUNDING AREA. PROTECT SUBGRADES FROM SOFTENING, UNDERMINING, WASHOUT, AND DAMAGE BY RAIN OR WATER ACCUMULATION. REROUTE SURFACE WATER RUNOFF AWAY FROM EXCAVATED AREAS. DO NOT ALLOW WATER TO ACCUMULATE IN EXCAVATIONS. DO NOT USE EXCAVATED TRENCHES AS TEMPORARY DRAINAGE DITCHES. INSTALL A DEWATERING SYSTEM TO KEEP SUBGRADES DRY AND CONVEY GROUND WATER AWAY FROM EXCAVATIONS. MAINTAIN UNTIL DEWATERING IS NO LONGER REQUIRED. IF GROUNDWATER DEWATERING IS REQUIRED, CONTRACTOR IS TO OBTAIN
ANY PERMITS AS MAY BE REQUIRED PRIOR TO DISCHARGE OF EFFLUENT FROM DEWATERING.
13. GRADING ADJACENT TO THE BUILDING SHALL BE COORDINATED WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR FOUNDATION WALLS, STEM WALLS, DRAINS, AND OTHER CONDITIONS. THE CONTRACTOR SHALL NOTIFY THE
CONTRACTING OFFICER OF ANY DISCREPANCIES.
STORM DRAINAGE NOTES:
1. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL STORM PIPE MATERIALS TO
THE CONTRACTING OFFICER PRIOR TO INSTALLATION AND/OR FABRICATION.
2. STORM DRAINAGE SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO
UPSTREAM. VERIFY ALL PIPE SLOPES, INVERTS, AND POINTS OF CONNECTION PRIOR TO
CONSTRUCTION. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES.
3. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED STORM PIPE GRADES
AND POINTS OF CONNECTION PRIOR TO INSTALLATION. THE CONTRACTING OFFICER
SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO CONSTRUCTION.
EROSION CONTROL NOTES:
1. SITE EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL LAWS, CODES, AND REGULATIONS.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING A "NOTICE OF INTENT" (NOI) FROM MISSISSIPPI DEPARTMENT
OF ENVIRONMENTAL QUALITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MONITORING, INSPECTIONS, ETC. TO ENSURE THE OWNER THAT THE SITE IS AT ALL TIMES IN ACCORDANCE WITH MDEQ RULES & REGULATIONS.
DOCUMENTATION OF INSPECTIONS BY A Q.C.I. OR Q.C.P. SHALL BE MAINTAINED BY THE CONTRACTOR AND PROVIDED TO THE OWNER AT HIS/HER REQUEST. ANY AND ALL FEES, FINES, ETC., SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
3. ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING THE CONSTRUCTION PROCESS AND UNTIL ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED. ALL EROSION CONTROL INSTALLATION AND MAINTENANCE SHALL BE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE AT NO ADDITIONAL COST TO
THE OWNER.
4. EROSION CONTROL DEVICES SHOWN ON THESE PLANS ARE A MINIMUM AND ARE DEPENDENT ON THE CONTRACTOR'S CONSTRUCTION PHASING OF THE PROJECT. ADDITIONAL DEVICES SHALL BE INSTALLED AS REQUIRED TO PREVENT SILTATION, EROSION AND OTHER DEGRADATION OR POLLUTION TO THE SITE OR ADJACENT PROPERTIES, STREAMS, DITCHES, AND PUBLIC ROADWAYS. ADDITIONAL MEASURES MAY INCLUDE, AS MINIMUM, TEMPORARY SEDIMENT BASINS, CONSTRUCTION EXITS PAD, VEHICLE WASH RACKS, SILT FENCING, STRAW AND RIP RAP CHECK DAMS, DIVERSION DITCHES, ETC. THESE ADDITIONAL MEASURES SHALL BE AT NO ADDITIONAL COST TO THE OWNER.
5. EROSION CONTROL DEVICES SHALL INCLUDE, BUT NOT LIMITED, TO THE FOLLOWING DEVICES: SILT FENCING, SEDIMENT BASINS, DETENTION PONDS, STRAW WATTLES , CHECK DAMS, JUTE MATTING, DIVERSION BERMS, ETC.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL DEVICES IN GOOD OPERATING CONDITION DURING ALL LAND DISTURBING ACTIVITIES. THIS RESPONSIBILITY SHALL INCLUDE THE CLEANUP AND/OR
REPAIRS TO THE DEVICES AT NO ADDITIONAL COST TO THE OWNER.
7. EROSION CONTROL DEVICES SHALL BE MONITORED AND MAINTAINED UNTIL THE SITE HAS BEEN PERMANENTLY
STABILIZED AND AFTER EACH RAINFALL 0.50 INCHES OR GREATER.
8. AFTER ALL LAND DISTURBANCE ACTIVITIES HAVE CEASED AND AFTER ALL DISTURBED AREAS HAVE BEEN PERMANENTLY STABILIZED, THE EROSION CONTROL DEVICES SHALL BE REMOVED BY THE CONTRACTOR AND THE AREA CLEANED AND
DRESSED.
9. DEWATERING OPERATIONS MAY NOT BE DISCHARGED IN A MANNER THAT CAUSES EROSION OF THE SITE OR POLLUTION
TO ADJACENT PROPERTIES, STREAMS, DITCHES, OR PUBLIC ROADWAYS.
10. A GRAVELED ACCESS DRIVE OF SUFFICIENT SIZE SHALL BE AT EACH SITE ENTRANCE/EXIT TO PREVENT TRACKING OF DIRT AND SEDIMENT ONTO PUBLIC OR PRIVATE ROADWAYS. IF SEDIMENT REACHES THE ROADWAY, THEN IT MUST BE
CLEANED AT THE END OF EACH WORKDAY.
11. ALL LAND DISTURBANCE ACTIVITIES SHALL BE CONDUCTED IN A LOGICAL SEQUENCE TO MINIMIZE THE EXPOSURE OF
BARE AREAS AT ANY ONE TIME.
12. ALL PREVIOUSLY GRADED AREAS SHALL RECEIVE 4 INCHES OF TOPSOIL AND PERMANENT GRASSING UNLESS
OTHERWISE INDICATED ON THE LANDSCAPE PLAN.
13. PRIOR TO SITE CLEARING, ALL PERIMETER SILT FENCING, ETC. AND GRAVELED ACCESS DRIVES SHALL BE INSTALLED.
14. ALL EXISTING STREAMS, DITCHES, ETC. SHALL BE PROTECTED FROM SEDIMENTS AND SILTS BY SILT FENCING, WATTLES, BRUSH BERMS, ETC.
15. WATTLES OR SILT FENCING SHALL BE INSTALLED AT ALL INLETS UPON THE COMPLETION OF EACH INLET AS INSTALLED.
UTILITY NOTES:
1. THE SITE CONTRACTOR IS RESPONSIBLE FOR COMPLETING ALL UTILITY SERVICES (WATER, SEWER, GAS, ELECTRICAL)
FROM THE POINT THE RESPECTIVE UTILITY COMPANY COMPLETES THEIR WORK TO THE POINT OF CONNECTION NOTED
ON THE DRAWING.
2. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, ETC. PLANS FOR ALL PROPOSED UTILITY POINTS OF
CONNECTION AT THE BUILDING. NOTIFY THE CONTRACTING OFFICER OF ANY DISCREPANCIES.
3. GRAVITY SEWER SYSTEMS SHALL BE CONSTRUCTED FROM DOWNSTREAM TO UPSTREAM. VERIFY ALL PIPE SLOPES, INVERTS, AND POINTS OF CONNECTION PRIOR TO CONSTRUCTION. NOTIFY CONTRACTING OFFICER OF ANY
DISCREPANCIES.
4. THE CONTRACTOR SHALL VERIFY ALL EXISTING AND PROPOSED GRAVITY SEWER PIPE GRADES AND POINTS OF CONNECTION PRIOR TO INSTALLATION. CONTRACTING OFFICER SHALL BE NOTIFIED OF ANY DEVIATIONS PRIOR TO
CONSTRUCTION.
5. WATER MAINS AND SERVICES SHALL BE INSTALLED IN ACCORDANCE WITH THE LOCAL UTILITY COMPANY'S REQUIREMENTS. ALL MAINS AND SERVICES SHALL BE INSTALLED WITH A MINIMUM OF 30" COVER UNLESS OTHERWISE
INDICATED ON PLANS.
6. ELECTRICAL INFORMATION SHOWN ON CIVIL DRAWINGS FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR
SPECIFIC INFORMATION.
7. GAS SERVICE SHALL BE PER THE LOCAL UTILITY COMPANY'S REQUIREMENTS. INFORMATION SHOWN ON CIVIL DRAWINGS
FOR REFERENCE ONLY. COORDINATE WITH MECHANICAL ENGINEER AND UTILITY COMPANY.
8. WHEN INSTALLING UTILITIES IN EXISTING PAVED AREAS OR IN AREAS WHERE SOILS ARE CONSIDERED UNSUITABLE FOR BEDDING OR BACKFILLING, UTILITY TRENCHES SHALL BE BACKFILLED FULL DEPTH WITH CRUSHED AGGREGATE.
9. WHERE UTILITIES ARE TO BE INSTALLED IN AREAS OF EXISTING PAVING, HARDSCAPE, SIDEWALKS, ETC. CONTRACTOR SHALL SAWCUT AND REMOVE EXISTING PAVING, HARDSCAPE, SIDEWALK ETC. AND REPLACE IN LIKE KIND AND RESTRIPE
AS NECESSARY. BACKFILL TRENCH FULL DEPTH WITH STONE.
SAFETY NOTES:
1. ALL WORK SHALL BE PERFORMED IN A SAFE MANNER. ALL SAFETY RULES AND
GUIDELINES OF O.S.H.A. AND EM385 SHALL BE FOLLOWED. THE CONTRACTOR SHALL BE
WHOLLY RESPONSIBLE FOR ANY INJURIES OF HIS EMPLOYEES AND ANY DAMAGE TO
PRIVATE PROPERTY OR PERSONS DURING THE COURSE OF THIS PROJECT.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROJECT SAFETY PRECAUTIONS AS
PER THE CONTRACT REQUIREMENTS.
3. THE CONTRACTOR SHALL INSPECT WORK AREAS AT THE END OF EACH DAY AND ASSURE
THAT THEY ARE CLEANED TO THE SATISFACTION OF THE CONTRACTING OFFICER.
4. THE CONTRACTOR IS RESPONSIBLE FOR CLEARLY IDENTIFYING THE AREA OF
CONSTRUCTION AND SAFELY ROUTING ALL VEHICULAR AND PEDESTRIAN TRAFFIC
AROUND THE CONSTRUCTION AREA.
5. WHERE TRENCH EXCAVATION EXCEEDS FIVE (5) FEET IN DEPTH, THE CONTRACTOR
SHALL SUBMIT A TRENCH SAFETY SYSTEM FOR APPROVAL. THE TRENCH SAFETY SYSTEM
SHALL BE COMPLIANT WITH O.S.H.A. STANDARD 29 CFR, 1926 SUBPART P - EXCAVATION,
SECTION 1926.650.
6. THERE SHALL BE NO UNPROTECTED OPEN TRENCHES AT THE DAY'S END.
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12" PVC
12" PVC
12" RCP
12" PVC
18" RCP 18" RCP
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42" R C
P
42" R C
P
42" R C
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24" RCP
24" RCP
24" R C
P
24" RCP
18" PVC
Pipe
4" PVC Pipe
4" PVC Pipe
12" PVC Pipe
12" PVC Pipe
12" PVC Pipe
12" PVC Pipe 12" PVC Pipe
12" PVC Pipe
6" CLAY
6" PVC
Pipe
4" PVC Pipe
6" CLAY
18" RCP
4" PVC
Pipe
15" RCP 15" RCP
12" PVC
18" RCP
18" PVC 6"6"
4" PVC
4" PVC
6" PVC
UP-D
UP-D
UP-D UP-D UP-D
UP-D
UP-D
U P-D
6" WM
6" W M
8" W M
6" WM
6" WM
6" WM
6" WM
2" W M
6" WM
6" WM
6" W M
6" W M
6" W M
6" W M
6" W M
6" W M
6" WM
6" WM
8" W M
8" W M
8" W M
6" WM
ABAN
D
O N
ED
W
M
8" WM 8" WM
6" W M
6" W M
ABAN
D
O N
ED
W
M
ABAN
D
O N
ED
W
M
ABAN
D
O N
ED
W
M
ABAN
D
O N
ED
SSW
R
ABANDONED SSWR
ABANDONED SSWR
ABAN
D
O N
ED
SSW
R
ABANDONED SSWR
ABANDONED SSWR
SSWR
AB
AN
D O
N
ED
6"
6" CLAY
6" F
M
6" F
M
8" SSWR
4" SSWR
4" SSWR
8" SSWR
12" R C
P
12" RCP 6" PVC Pipe
6" PVC Pipe
12" PVC Pipe
30" PIPE
30" PIPE
30" PIPE
42" R C
P
12" RCP10" RCP
" R
C P
" R
C P
SD
-D
SD
-D
8" PVC
6" PVC
6" PVC
4" PLASTIC 4" PLASTIC
4" PLASTIC
4" PLASTIC
6" PLASTIC
6" PLASTIC
6" PLASTIC
U N
K.
PLASTIC
U N
K.
PLASTIC
GAS-D
GAS-D
GAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-D
G
AS-D
G
AS-D
GAS-D
G
AS-D
GAS-D GAS-D GAS-D GAS-D GAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-D
GAS-D GAS-D GAS-D GAS-D
GAS-D
GAS-D
GAS-D GAS-D GAS-D GAS-D GAS-D
G
AS-D
GAS-DGAS-DGAS-DGAS-DGAS-DGAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-D GAS-D GAS-D GAS-D
ABANDONED
ABAN
D
O N
ED
ABAN
D O
N
ED
ABAN
D
O N
ED
ABANDONEDABANDONEDABANDONED
ABANDONED
ABANDONED
ABANDONED
ABANDONED
ABANDONED ABANDONED
ABANDONEDABANDONEDABANDONED
ABANDONED ABANDONED
ABAN
D
O N
ED
ABAN
D
O N
ED
ABAN
D O
N
ED
ABAN
D
O N
ED
ABAN
D O
N
ED
ABAN
D
O N
ED
ABAN
D O
N
ED
ABANDONED
ABAN
D
O N
ED
AB
AN
D O
N
ED
AB
AN
D O
N
ED
AB
AN
D O
N
ED
ABANDONED
ABANDONED X
X
X
XXXXXXXX
X X
X X
X X
X X X X X X X X X
X X
X X
S16°21'17"W 3 42.16'
TO BM1
S3 1°
'3
3" E
.3
9'
TO
B M
BM3
27 28
24252627
282828
22232425
V100
O
VE
R
AL
L
EX
IS
TI
N G
S
IT
E
PL
AN
OVERALL EXISTING SITE PLAN
SCALE: 1" = 60'
PLAN
NORTH
0 120' 180'60'10'
BM1
BM2
BM3
BM4
SHEET ID
U S
AI
R
F O
R C
E C
IV
IL
E N
G
IN
EE
R
IN
G
C
EN
TE
R
D R
AW
N
B Y:
D
ES
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N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
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C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
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AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
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\jo po nd \O ne D riv e
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Pl an sh ee ts \P
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4/
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BI
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XI
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IS
SI
SS
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J.
P
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D
J.
PO
N D
K.
SC
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EL
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FA
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1- D
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SU
ED
F
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C O
N
ST
R U
C
TI
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EP
AI
R
O F
JO
N
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AL
L
- B U
IL
D
IN
G
M
AH
G
BS
C
-J
NOTES:
1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE.
CONTRACTOR SHALL FIELD VERIFY ALL UTILITY
LOCATIONS PRIOR TO THE START OF CONSTRUCTION.
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D
UP-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-D
U P-D
UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D U
P-D
U P-D
U P-D
U P-D
U P-D
UP-D UP-D UP-D UP-D UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-DUP-DUP-DUP-DUP-DUP-DUP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
C -D
C -D
C -D
C -D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C -D
C -D
C -D
C -D
SAN-D SAN-D SAN-D SAN-D SAN-D SAN-D
SAN-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SD-D
SD-D
SD-D
SD-D
SD-D SD-D SD-D SD-D SD-D SD-D SD-D SD-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD-D
SD-D
SD-D
SD-D
SD-D
SD
-D
SD
-D
SD
-D
C H
LS-D
C
H
LS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
C H
LR
-D
C H
LR
-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
UP-D
UP-D
8" W M
6" WM
6" WM
6" W M
6" W M
6" W M
ABAN
D
O N
ED
W
M
ABAN
D
O N
ED
SSW
R
ABANDONED SSWR
ABAN
D
O N
ED
SSW
R
30" PIPE
12" RCP10" RCP
" R
C P
" R
C P
SD
-D
SD
-D
SD
-D
8" PVC
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-D
GAS-D
GAS-D
GAS-D
GAS-D
GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D
GAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
ABANDONED
ABANDONED
ABANDONED ABANDONED
ABANDONEDABANDONEDABANDONED
ABAN
D
O N
ED
ABAN
D O
N
ED
ABAN
D
O N
ED
ABAN
D
O N
ED
AB
AN
D O
N
ED
AB
AN
D O
N
ED
AB
AN
D O
N
ED
ABANDONED
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
KEYPLAN
B
C
FAB-T
A
V101
R
LF
E
XI
ST
IN
G S
IT
E
PL
AN
RLF EXISTING SITE PLAN
SCALE: 1" = 20'
0 40' 60'20'10'
PLAN
NORTH
CE102SEE SHEET V102SEE SHEET
SHEET ID
U S
AI
R
F O
R C
E C
IV
IL
E N
G
IN
EE
R
IN
G
C
EN
TE
R
D R
AW
N
B Y:
D
ES
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N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
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D B
Y:
AN
SI
D
IS
SU
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AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C :\U se rs
\jo po nd \O ne D riv e
- S ta nt ec
O ffi ce
M yP ro je ct s\
Ke es le r A
FB
\C
AD
\D w g\
Pl an sh ee ts \P
N
_C E1
.d w g
4/
/2
3:
:5
PM
KE
ES
LE
R
A
FB
, M
IS
SI
SS
IP
PI
KE
ES
LE
R
A
FB
BI
LO
XI
, M
IS
SI
SS
IP
PI
J.
P
O N
D
J.
PO
N D
K.
SC
H
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G
EL
A
PR
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FA
-2
1- D
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IS
SU
ED
F
O R
C O
N
ST
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C
TI
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R
EP
AI
R
O F
JO
N
ES
H
AL
L
- B U
IL
D
IN
G
M
AH
G
BS
C
-J
NOTES:
1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE.
CONTRACTOR SHALL FIELD VERIFY ALL UTILITY
LOCATIONS PRIOR TO THE START OF CONSTRUCTION.
F E SCO
SCO
E
MM
SCO
SCO
MW
V
SCO
WV
T
M M
WV
W
VWV
M
SAN
SAN
U P
W W
W
UP
U P
U P
U P
U P
U P
U P
W W
W
W
U P
U P
U P
UP
UP
6"
COOLING
TOWER
W W W W W W W W
UC
UC
U C
U C
U C
U C
U C
U C
UCUCUCUCUCUCUC
U C
U C
U C
UC UC UC
UC
UC UC
U C
UC
UC
U C
U C
U C
UC
UC
U P-D
U P-D
U P-D
U P-D
X X
X X
X X X X
X X
X X
XXXX
U P-D
U P-D
U P-D
U P-D
U P-D
UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D U
P-D U
P-D U
P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-D
UP-D
C -D
C -D
C -D
C -D
C -D
C -D
C -D
C -D
C -D
C-D C-D C-D
C -D
C -D
C -D
C -D
C -D
C -D
C -D
C -D
C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN
-D
SAN
-D
SAN-D SAN-D SAN-D SAN-D SAN-D SAN-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD-D
SD-D
SD-D
CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D
CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
CHLR-D
CHLR-DCHLR-DCHLR-D
CHLR-DCHLR-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W-D
W-D
SAN
-DSAN-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
12" PVC
18" RCP 18" RCP
42" R C
P 42" R
C P
12" PVC Pipe 12" PVC Pipe
12" PVC Pipe
6" CLAY
18" RCP
18" RCP
18" PVC 6"6"
6" PVC
6" WM
6" WM
2" W M
6" W M
8" W M
8" W M
8" WM
ABANDONED SSWR
ABANDONED SSWR
SSWR
AB
AN
D O
N
ED
6"
6" CLAY
6" F
M
6" F
M
SD
-D
SD
-D
SD
-D
8" PVC
6" PVC
6" PVC
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D
G
AS-D
G
AS-D
ABAN
D
O N
ED
ABANDONEDABANDONEDABANDONED
ABAN
D
O N
ED
ABAN
D O
N
ED
X X
X X
X X
X X
X
XXXXXXXXXXXXXXXXXXXXX
X
X X
X X
X X
X
S3 1°
'3
3"
.3
9'
TO
B M
KEYPLAN
B
C
FAB-T
A
V102
FA
BT
E
XI
ST
IN
G S
IT
E
PL
AN
FABT EXISTING SITE PLAN
SCALE: 1" = 20'
1 0 40' 60'20'10'
PLAN
NORTH
V101SEE SHEET
SHEET ID
U S
AI
R
F O
R C
E C
IV
IL
E N
G
IN
EE
R
IN
G
C
EN
TE
R
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
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D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C :\U se rs
\jo po nd \O ne D riv e
- S ta nt ec
O ffi ce
M yP ro je ct s\
Ke es le r A
FB
\C
AD
\D w g\
Pl an sh ee ts \P
N
_C E1
.d w g
4/
/2
3:
:0
PM
KE
ES
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R
A
FB
, M
IS
SI
SS
IP
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KE
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A
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BI
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, M
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SI
SS
IP
PI
J.
P
O N
D
J.
PO
N D
K.
SC
H
LE
G
EL
A
PR
IL
FA
-2
1- D
-0
IS
SU
ED
F
O R
C O
N
ST
R U
C
TI
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R
EP
AI
R
O F
JO
N
ES
H
AL
L
- B U
IL
D
IN
G
M
AH
G
BS
C
-J
U P-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D
UP-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D U
P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-D
U P-D
UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D U
P-D
U P-D U
P-D U
P-D
UP-D UP-D UP-D UP-D UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-DUP-DUP-DUP-DUP-DUP-DUP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
C -D
C -D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D
C-D
C-D
C-D C-D
C -D
SAN-D SAN-D SAN-D SAN-D SAN-D SAN-D
SAN-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SD-D
SD-D
SD-D
SD-D
SD-D SD-D SD-D SD-D SD-D SD-D SD-D SD-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD-D
SD-D
SD-D
SD-D
SD-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
C H
LS-D
C
H
LS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
C H
LR
-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
W-D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
UP-D
UP-D
8" W M
6" WM
6" WM
6" W M
6" W M
ABAN
D
O N
ED
W
M
ABAN
D
O N
ED
SSW
R
ABANDONED SSWR
ABAN
D
O N
ED
SSW
R
30" PIPE
12" RCP10" RCP
" R
C P
" R
C P
SD
-D
SD
-D
SD
-D
GAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-D
GAS-D
GAS-D
GAS-D
GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D
GAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
ABANDONED
ABANDONED
ABANDONED ABANDONED
ABANDONEDABANDONEDABANDONED
ABAN
D
O N
ED
ABAN
D O
N
ED
ABAN
D
O N
ED
ABAN
D
O N
ED
AB
AN
D O
N
ED
AB
AN
D O
N
ED
AB
AN
D O
N
ED
ABANDONED
SF
SF
SF
SF
SF
SF
SF
SF
SF SF
SF
SF SF SF SF SF SF SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSF
SF
SF
SFSFSF
SFSFSFSF
SF
SF
SF
SF
SF
SF
SFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
NOTES:
1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE.
CONTRACTOR SHALL FIELD VERIFY ALL UTILITY
LOCATIONS PRIOR TO THE START OF CONSTRUCTION.
2. ALL WASTE MATERIAL GENERATED FROM DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFF GOVERNMENT
PROPERTY AND IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS.
3. PROTECT ALL EXISTING UTILITIES THAT ARE NOT
DELINEATED FOR DEMOLITION.
4. PROTECT ALL TREES NOT MARKED FOR DEMOLITION
KEY NOTES :
1. SAWCUT BITUMINOUS PAVEMENT - FULL DEPTH
2. DEMOLISH BITUMINOUS PAVEMENT
3. CATCH BASIN PROTECTION - SEE 1/C501
4. INSTALL SILT FENCE
5. TOPSOIL STRIPPING WITHIN GRADING LIMITS
(APPROXIMATELY 2.5").
6. INSTALL BIOROLL
7. DEMOLISH CONCRETE CURB AND GUTTER
1 KEYPLAN
B
C
FAB-T
A
RLF WORK SEQUENCING:
1. STRIP TOPSOIL (APPROX. 2.5")
2. PRIOR TO PROPOSED GRADING, INSTALL
GEOTEXTILE FABIRC AND METAL PLATE
OVER EXISTING STORM SEWER
STRUCTURE (EX SD-8).
3. ADD FILL AND GRADE TO RLF PAD
ELEVATION. (SEE SHEETS CG101-CG102)
4. TEMPORARY RESTORATION: SOD
DISTURBED AREAS WITH BERMUDA
GRASS.
5. AFTER PERMANENT CONSTRUCTION IS
COMPLETED, REMOVE RLFS.
6. REMOVE PAD FILL AND REGRADE TO PRE
CONSTRUCTION ELEVATIONS. (SEE
SHEETS CS201-CS202)
7. FINAL RESTORATION: SOD DISTURBED
AREAS WITH BERMUDA GRASS. (SEE
SHEETS CS201-CS202)
CD101
R
LF
D
EM
O
LI
TI
O
N P
LA
N
RLF DEMOLITION PLAN
SCALE: 1" = 20'
0 40' 60'20'10'
PLAN
NORTH
3 3
CD102SEE SHEET CD102SEE SHEET
5 5
SHEET ID
U S
AI
R
F O
R C
E C
IV
IL
E N
G
IN
EE
R
IN
G
C
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D R
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N
B Y:
D
ES
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B
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SU
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D B
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SI
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D B
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AN
SI
D
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AT
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C O
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N O
SO
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AT
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N N
O
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3 5 7 9 11 13 15 17 19
L
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C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
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D
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\jo po nd \O ne D riv e
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O ffi ce
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6 5
MM
SCO
MWV
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WV
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M M
WV
WVWV
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SAN
SAN
W
U P
U P
U P
U P
W W
W
W
U P
U P
U P
UP
UP
W W W W W W W W
UC
UC
U C
U C
U C
U C
UCUCUCUCUCUCUC
U C
U C
U C
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UC
UC
U C
U C
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U P-D
U P-D
U P-D
X X
X X
X X X X
X X
X X
XXXX
U P-D
U P-D
U P-D
UP-D
UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D U
P-D U
P-D U
P-D U
P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-D
UP-D
C -D
C -D
C -D
C -D
C -D
C -D
C -D
C -D
C-D C-D C-D
C -D
C -D
C -D
C -D
C -D
C -D
C -D
C -D
C-D C-D C-D C-D C-D C-D C-D
C-D C-D C-D C-D C-D C-D C-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN
-D
SAN
-D
SAN-D SAN-D SAN-D SAN-D SAN-D SAN-D
SD-D
SD-D
SD-D
CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D
C H
LR
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C H
LR
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C H
LR
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C H
LR
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C H
LR
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C H
LR
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C H
LR
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C H
LR
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C H
LR
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C H
LR
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C H
LR
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C H
LR
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C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W-D
W-D
SAN
-DSAN-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D18" RCP 18" RCP
42" R C
P
12" PVC Pipe 12" PVC Pipe
12" PVC Pipe
6" CLAY
18" RCP
18" RCP
6" WM
6" WM
2" W M
6" W M
8" W M
8" WM
ABANDONED SSWR
ABANDONED SSWR
SSWR
AB
AN
D O
N
ED
6" F
M
6" F
M
SD
-D
SD
-D
SD
-D
SD
-D
8" PVC
6" PVC
6" PVC
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
ABAN
D
O N
ED
ABAN
D O
N
ED
ABAN
D
O N
ED
SF
SF
SF
SF
SF
SF
SF SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SFSFSFSFSFSFSF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
SF
NOTES:
1. EXISTING UTILITY LOCATIONS ARE APPROXIMATE.
CONTRACTOR SHALL FIELD VERIFY ALL UTILITY
LOCATIONS PRIOR TO THE START OF CONSTRUCTION.
2. ALL WASTE MATERIAL GENERATED FROM DEMOLITION
ACTIVITIES SHALL BE DISPOSED OF OFF GOVERNMENT
PROPERTY AND IN ACCORDANCE WITH ALL
APPLICABLE RULES AND REGULATIONS.
3. PROTECT ALL EXISTING UTILITIES THAT ARE NOT
DELINEATED FOR DEMOLITION.
4. PROTECT ALL TREES NOT MARKED FOR DEMOLITION
KEYPLAN
B
C
FAB-T
A
RLF WORK SEQUENCING:
1. STRIP TOPSOIL (APPROX. 2.5")
2. PRIOR TO PROPOSED GRADING, INSTALL GEOTEXTILE FABIRC AND METAL
PLATE OVER EXISTING STORM SEWER STRUCTURE (EX SD-8).
3. ADD FILL AND GRADE TO RLF PAD ELEVATION. (SEE SHEETS CG101-CG102)
4. TEMPORARY RESTORATION: SOD DISTURBED AREAS WITH BERMUDA GRASS.
5. AFTER PERMANENT CONSTRUCTION IS COMPLETED, REMOVE RLFS.
6. REMOVE PAD FILL AND REGRADE TO PRE CONSTRUCTION ELEVATIONS. (SEE
SHEETS CS201-CS202)
7. FINAL RESTORATION: SOD DISTURBED AREAS WITH BERMUDA GRASS. (SEE
SHEETS CS201-CS202)
KEY NOTES :
1. INSTALL SILT FENCE
2. TOPSOIL STRIPPING WITHIN GRADING LIMITS
(APPROXIMATELY 2.5").
3. DEMOLISH CONCRETE SIDEWALK
4. INSTALL BIOROLL
CD102
FA
BT
D
EM
O
LI
TI
O
N
PL
AN
FABT DEMOLITION PLAN
SCALE: 1" = 20'
0 40' 60'20'10'
PLAN
NORTH
CD101SEE SHEET
SHEET ID
U S
AI
R
F O
R C
E C
IV
IL
E N
G
IN
EE
R
IN
G
C
EN
TE
R
D R
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N
B Y:
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B
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SU
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D B
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AN
SI
D
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AT
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C O
N
TR
AC
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N O
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AT
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N N
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3 5 7 9 11 13 15 17 19
L
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G
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C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
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Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
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B
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\jo po nd \O ne D riv e
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Pl an sh ee ts \P
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1.
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4/
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H
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D
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G
M
AH
G
BS
C
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RLF
WV
M
T
GV
T
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W V
ICV
ICV
F E
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MM
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SCO
MWV
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W V
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M M
WV
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VW
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GV
ICV
M M
T
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W V
SAN SAN
W
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W W
W
U P
GAS
UPUP
JONES HALL
FFE = 26.65
W W
W W
UC
U C
U C
U C
U C
UCUC
U C
U C
UC
UC
U C
UC
U C
U P-D
X
X
X
X
U P-D
U P-D
UP-D
UP-D
UP-D UP-D UP-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
U P-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D UP-D UP-D UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-DUP-DUP-DUP-D
UP-D UP-D UP-D
U P-D
U P-D
U
P-D UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U
P-DUP-DUP-D
UP-D
UP-D
UP-D
U P-D
UP-D
UP-D
UP-D UP-D
U P-D
U P-D
UP-D
UP-D
U P-D
U P-D
UP-D
C -D
C-DC-DC-DC-D C-D C-D C-D C-D C-D C-D
C -D
C-DC-DC-DC-D
C -D
C-D C-D
C-D C-D C-D
C-D
C-D C-D C-D
C -D
C-D
C-D
C-D
C -D
C -D
C -D
C-D
C -D
C -D
C -D
C-D C-D C-DC-D C-D C-D
C-D C-D C-D
C-D
C -D
C -D
C -D
C -D
C -D
C -D
C -D
C-D
C -D
C -D
C -D
C-D C-D
C-D
C-D C-D C-D
C -D
C -D
C -D
C-D
C-D
C-D
C-D
C-D
C-D
C-D
GAS-D GAS-D GAS-D
GAS-D
GAS-D
GAS-D
GAS-D
GAS-D
GAS-D
GAS-D
GAS-D
G
AS-D
G
AS-D
GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
SAN-D SAN-D SAN-D SAN-D SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN-D
SAN-D
SAN-D
SAN
-D SAN-D
SAN-D SAN-D
SAN-D
SAN-D
SAN-D
SAN-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D SAN-D
SAN-D
SAN-D
SAN
-D
SAN-D
SAN-D
SD-D
SD-D SD-D SD-D
SD
-D
SD
-D
SD
-D
SD
-D
SD-D
SD
-D
SD
-D
SD
-D
SD-D
SD
-D
SD
-D
CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D CHLS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
CHLS-D CHLS-D
C H
LS-D
C
H
LS-D
C H
LS-D
CHLS-D
CHLS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS
-D
CHLS
-D
CHLS-D
CHLS-D
CHLS
-D
CHLS-D
CHLS-D
CHLS
-D
CHLS-D
CHLS-D
CHLS-D
CHLS
-D
CHLS
-D
CHLS-D
CHLS
-D
CHLS
-D
CHLS
-D
CHLS
-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
C H
LS-D
C
H
LS-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR
-D
CHLR-D
CHLR-D
CHLR
-D
CHLR
-D
CHLR-D
CHLR
-D
CHLR-D
CHLR-D
CHLR-D
CHLR
-D
CHLR-D
CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D CHLR-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
CHLR-D
CHLR-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
CHLR-D
CHLR-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
C H
LR
-D
CHLR-D
CHLR-D
CHLR-D
C
H
LR
-D C
H
LR
-D
CHLR
-D
CHLR
-D
CHLR
-D
CHLR
-D
W-D W-D
W-D W-D
W-D W-D W-D
W-D
W-D
W-D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W-D W-D W-D W-D W-D W-D
W -D
W-D W-D
W-D W
-D W-D
W -D
W -D
W -D
W-D W-D
W -D
W -D
W -D
W -D
W -D
W -D W
-D
W-D
W-D
W-D
W-D
W-D
W-D
W-D
W-D
W-D
W-D
W-D
W-D
W-D
W-D
W-D
W-D
W-D W-D W-D W-D W-D
W -D
W -D
SAN
-D
SAN
-D
18" PVC
12" PVC
12" PVC
12" RCP
12" PVC
18" RCP 18" RCP
42" R C
P 42" R
C P
42" R C
P
42" R C
P
42" R C
P
24" RCP
24" RCP
24" R C
P
24" RCP
18" PVC
Pipe
4" PVC Pipe
4" PVC Pipe
12" PVC Pipe
12" PVC Pipe
12" PVC Pipe
12" PVC Pipe 12" PVC Pipe
12" PVC Pipe
6" CLAY
6" PVC
Pipe
4" PVC Pipe
6" CLAY
18" RCP
4" PVC
Pipe
15" RCP 15" RCP
12" PVC
18" RCP
18" PVC 6"6"
4" PVC
4" PVC
6" PVC
UP-D
UP-D
UP-D UP-D UP-D
UP-D
UP-D
U P-D
6" WM
6" W M
8" W M
6" WM
6" WM
6" WM
6" WM
2" W M
6" WM
6" WM
6" W M
6" W M
6" W M
6" W M
6" W M
6" W M
6" WM
6" WM
8" W M
8" W M
8" W M
6" WM
ABAN
D
O N
ED
W
M
8" WM 8" WM
6" WM
6" W M
ABAN
D
O N
ED
W
M
ABAN
D
O N
ED
W
M
ABAN
D
O N
ED
W
M
ABAN
D
O N
ED
SSW
R
ABANDONED SSWR
ABANDONED SSWR
ABAN
D
O N
ED
SSW
R
ABANDONED SSWR
ABANDONED SSWR
SSWR
AB
AN
D O
N
ED
6"
6" CLAY
6" F
M
6" F
M
8" SSWR
4" SSWR
4" SSWR
8" SSWR
12" R C
P
12" RCP 6" PVC Pipe
6" PVC Pipe
12" PVC Pipe
30" PIPE
30" PIPE
30" PIPE
42" R C
P
12" RCP10" RCP
" R
C P
" R
C P
SD
-D
SD
-D
8" PVC
6" PVC
6" PVC
4" PLASTIC 4" PLASTIC
4" PLASTIC
4" PLASTIC
6" PLASTIC
6" PLASTIC
6" PLASTIC
U N
K.
PLASTIC
U N
K.
PLASTIC
GAS-D
GAS-D
GAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-D
G
AS-D
G
AS-D
GAS-D
G
AS-D
GAS-D GAS-D GAS-D GAS-D GAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-D
GAS-D GAS-D GAS-D GAS-D
GAS-D
GAS-D
GAS-D GAS-D GAS-D GAS-D GAS-D
G
AS-D
GAS-DGAS-DGAS-DGAS-DGAS-DGAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-D GAS-D GAS-D GAS-D
ABAN
D
O N
ED
ABAN
D O
N
ED
ABAN
D
O N
ED
ABANDONEDABANDONEDABANDONED
ABANDONED
ABANDONED
ABANDONED
ABANDONED
ABANDONED ABANDONED
ABANDONEDABANDONEDABANDONED
ABANDONED ABANDONED
ABAN
D
O N
ED
ABAN
D
O N
ED
ABAN
D O
N
ED
ABAN
D
O N
ED
ABAN
D O
N
ED
ABAN
D
O N
ED
ABAN
D O
N
ED
ABANDONED
ABAN
D
O N
ED
AB
AN
D O
N
ED
AB
AN
D O
N
ED
AB
AN
D O
N
ED
ABANDONED
ABANDONED
CS100
O
VE
R
AL
L
SI
TE
P
LA
N
OVERALL SITE PLAN
SCALE: 1" = 60'
PLAN
NORTH
0 120' 180'60'10'
SHEET ID
U S
AI
R
F O
R C
E C
IV
IL
E N
G
IN
EE
R
IN
G
C
EN
TE
R
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C :\U se rs
\jo po nd \O ne D riv e
- S ta nt ec
O ffi ce
M yP ro je ct s\
Ke es le r A
FB
\C
AD
\D w g\
Pl an sh ee ts \P
N
_C S1
.d w g
4/
/2
3:
:0
PM
KE
ES
LE
R
A
FB
, M
IS
SI
SS
IP
PI
KE
ES
LE
R
A
FB
BI
LO
XI
, M
IS
SI
SS
IP
PI
J.
P
O N
D
J.
PO
N D
K.
SC
H
LE
G
EL
A
PR
IL
FA
-2
1- D
-0
IS
SU
ED
F
O R
C O
N
ST
R U
C
TI
O N
R
EP
AI
R
O F
JO
N
ES
H
AL
L
- B U
IL
D
IN
G
M
AH
G
BS
C
-J V
RLF
CONSTRUCTION PLANS FOR THIS REGION OF
THE SITE ARE FOUND IN VOLUME 1 - AFB.
U P-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D
UP-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D U
P-D
U P-D
U P-D
U P-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-DUP-D
U P-D
UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D U
P-D
U P-D U
P-D U
P-D
UP-D UP-D UP-D UP-D UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
UP-DUP-DUP-DUP-DUP-DUP-DUP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
U P-D
U P-D
U P-D
U P-D
C -D
C -D
C-D C-D C-D C-D C-D C-D C-D C-D C-D
C-D C-D
C-D
C -D
C -D
C -D
C -D
SAN-D SAN-D SAN-D SAN-D SAN-D SAN-D
SAN-D
SAN-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SAN
-D
SD-D
SD-D
SD-D
SD-D
SD-D SD-D SD-D SD-D SD-D SD-D SD-D SD-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD
-D
SD-D
SD-D
SD-D
SD-D
SD-D
SD
-D
SD
-D
SD
-D
C H
LS-D
C
H
LS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
CHLS-D
C H
LR
-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
CHLR-D
W-D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D W-D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
W -D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D UP-D
UP-D
UP-D
UP-D
UP-D
UP-D
U P-D
U P-D
UP-D
UP-D
8" W M
6" WM
6" WM
6" W M
6" W M
6" W M
ABAN
D
O N
ED
W
M
ABAN
D
O N
ED
SSW
R
ABANDONED SSWR
ABAN
D
O N
ED
SSW
R
30" PIPE
12" RCP10" RCP
" R
C P
" R
C P
SD
-D
SD
-D
SD
-D
GAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-D
GAS-D
GAS-D
GAS-D
GAS-D
GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D GAS-D
GAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
GAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-DGAS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
G
AS-D
ABANDONED
ABANDONED
ABANDONED ABANDONED
ABANDONEDABANDONEDABANDONED
ABAN
D
O N
ED
ABAN
D O
N
ED
ABAN
D
O N
ED
ABAN
D
O N
ED
AB
AN
D O
N
ED
AB
AN
D O
N
ED
AB
AN
D O
N
ED
ABANDONED
61.8'
.7'
.4
.4
.0
R5.0'
R10.0'
R10.0'
.5
34.8'
.6
186.4'
.9
46.0'
.3
180.2'
56.9'
.1
.1
28.3'
8.
5'
5.7'
.2
19.9'
0.
6'
.5
11.1'
R5.0'
R15.0'
R5.0'
R15.0'
R15.0'
R20.0'
R20.0'
23.9'
R12.0'
.0
' R
0.
0'
48.1'
28.0'
.0
2.0'
24.2'
R40 .0'
90.0'
.2
20.0'
.7
37.7'
.0
52.5'
R12.0'
NOTES:
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH
SPECIFICATIONS.
2. ALL UNPAVED DISTURBED AREAS SHALL BE
TEMPORARILY RESTORED WITH BERMUDA GRASS SOD.
KEY NOTES :
1. BITUMINOUS PATH
2. 6" AGGREGATE BUILDING PAD - SEE 1/C503
3. 10" AGGREGATE FIRE APPARATUS ACCESS ROAD
4. CONCRETE CURB AND GUTTER
KEYPLAN
B
C
FAB-T
A
CS101
R
LF
S
IT
E
PL
AN
RLF SITE PLAN
SCALE: 1" = 20'
0 40' 60'20'10'
PLAN
NORTH
CS102SEE SHEET CS102SEE SHEET
6.0'
6.0'
.0
.6
SHEET ID
U S
AI
R
F O
R C
E C
IV
IL
E N
G
IN
EE
R
IN
G
C
EN
TE
R
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
SU
BM
IT
TE
D B
Y:
SI
ZE
C H
EC
KE
D B
Y:
AN
SI
D
IS
SU
E D
AT
E:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
N
3 5 7 9 11 13 15 17 19
L
J
G
E
C
A
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
Fi le
P at h:
Pl ot D at e:
2 4 6 8 10 12 14 16 18 20
P
M
K
H
F
D
B
C :\U se rs
\jo po nd \O ne D riv e
- S ta nt ec
O ffi ce
M yP ro je ct s\
Ke es le r A
FB
\C
AD
\D w g\
Pl an sh ee ts \P
N
_C S1
.d w g
4/
/2
3:
:1
PM
KE
ES
LE
R
A
FB
, M
IS
SI
SS
IP
PI
KE
ES
LE
R
A
FB
BI
LO
XI
,…
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