W912HN-16-R-0015_AMD5.pdf
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W912HN-16-R-0015 AMD5 DRAWINGS
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S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
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C K
D B
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2 3
C
4 5
A
B
D A
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B M
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D B
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C A
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T R
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A H
A
N E
B R
A S
K A
SAVANNAH
OF ENGINEERS
US ARMY CORPS
S Y
M B
O L
B Y
NUMBER
REFERENCE
PLATE
SHEET
IZ
E
D
"X
S A
V A
N N
A H D
IS
T R
IC
T
C O
R P
S O
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R S
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A R
M Y E
N G
IN
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R D
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T R
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T D
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C F
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P L
A C
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U M
P H
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S E A
N D T
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C K F
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L S
T A
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C A
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G O
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M O
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W
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INDEX OF DRAWINGS
STANDARD ABBREVIATIONS
TITLEDWG FILESHEET NO.PLATE NO. PLATE NO. SHEET NO. DWG FILE TITLE
US Army Corps of Engineers
Savannah District
EARTH (ORIGINAL GRADE)
EARTH (COMPACTED FILL)
GRAVEL
CONCRETE
MORTAR - CEMENT - PLASTER - STUCCO
SMALL\ SCALE - PLAN)
CONCRETE MASONRY UNITS (C.M.U.,
SCALE - SECTION)
CONCRETE MASONRY UNITS (C.M.U., LARGE
TILE (SMALL SCALE - SECTION)
CONCRETE MASONRY UNITS OR HOLLOW
METAL (ELEVATION)
STEEL (CROSS SECTION)
INSULATION (RIGID)
INSULATION (LOOSE OR BATT)
BRICK
WOOD (BLOCKING)
WOOD (FINISH)
BAL.
BD.
BLDG.
BLK.
BM.
BOT.
BRG.
B.T.U.H.
CAB.
CAP.
C/B
C.D.
CEM.
CER.
C.F.M.
BALANCE
BOARD
BUILDING
BLANK
BEAM
BOTTOM
BEARING
BRITISH THERMO UNIT/HOUR
CABINET
CAPACITY
CIRCUIT BREAKER
CEILING DIFFUSER
CEMENT
CERAMIC
CUBIC FEET/MINUTE EA. EACH
E
A
B
C
A.C.
A.D.
AIR CONDITIONED
AREA DRAIN
A
A.H.U.
ALT.
ALUM.
AMP.,A.
A.O.
APPROX.
ARCH.
A.T.
A.T.C.
AIR HANDLING UNIT
ALTERNATE
ALUMINUM
AMPERES
ACCESS OPENING
APPROXIMATELY
ARCHITECTURAL
ASPHALT TILE
ACOUSTIC TILE CEILING
A.F.F. ABOVE FINISHED FLOOR
CKT.
L
CEIL.
CL.
CIRCUIT
CENTERLINE
CEILING
CLOSET
c
C.M.U.
C.O.
COL.
CONC.
COND.
CONN.
CONST.
CONT.
CONTR.JT.
C.S.C.
C.T.
C.T.B.
C.TOC.
CONCRETE MASONRY UNIT
CLEANOUT
COLUMN
CONCRETE
CONDENSATE
CONNECTION
CONSTRUCTION
CONTINUOUS
CONTRACTION JOINT
COLOR SYMBOL CODE
CERAMIC TILE
CERAMIC TILE BASE
CENTER TO CENTER
CLEARCLR.
DET.
DIA.
DIFF.
DIM.
DISC.
D.J.
DN.
DR.
D.S.
DWG.(S)
DETAIL
DIAMETER
DIFFUSER
DIMENSION
DISCONNECT
DUMMY JOINT
DOWN
DRAIN
DOWNSPOUT
DRAWING(S)
D
GA.
GAL.
GALV.
G.F.E.
GL.
GND.
GOV'T
G.P.H.
G.P.M.
GR.
G.W.B.
H.
GAGE
GALLON
GALVANIZED
GOVERNMENT FURNISHED
EQUIPMENT
GLASS
GROUND
GOVERNMENT
GALLONS/HOUR
GALLONS/MINUTE
GRILLE
GYPSUM WALL BOARD
HIGH
H.B.
H.C.
HT.
I.D.
I.E.
IN.
INCAND.
INSUL.
INT.
J.B.
JCT.
JT.
KVA
LB.,#
LG.HOSE BIBB
HOLLOW CORE
HEIGHT
INSIDE DIAMETER
INVERT ELEVATION
INCHES
INCANDESCENT
INSULATION
INTERIOR
JUNCTION BOX
JUNCTION
JOINT
KILO VOLT AMPERE
POUND
LONG
M.
MAINT.
MAX.
M.D.P.
MECH.
MTL.
MIN.
MISC.
M.O.
M.T.
MTD.
MTG.
M.V.
M.G.T.
N.A.
N.I.C.
NO.
O.A.
P.
PART.MOTOR
MAINTENANCE
MAXIMUM
MAIN DISTRIBUTION PANEL
MECHANICAL
METAL
MINIMUM
MISCELLANEOUS
MASONRY OPENING
METAL THRESHOLD
MOUNTED
MOUNTING
MECHANICAL VENTILATION
MATT GLAZE TILE
NOT APPLICABLE
NOT IN CONTRACT
NUMBER
OUTDOOR AIR
PAPER
PARTITION
PER.
QTR.
QUAN.
R.
R.A.
RAD.
RD.
REG.
REINF.
REQ.
RET.
R.G.
RM.
R.P.M.
PERIMETER
QUARTER
QUANTITY
RISER
RETURN AIR
RADIUS
ROUND
REGISTER
REINFORCING
REQUIRED
RETURN
RETURN GRILLE
ROOM
REVOLUTION/MINUTE
T.
TEL.
TEMP.
THK.
THD.
TOILET
W.
W/
WD.
W.D.
W.G.
WP.
WTR.
W.W.F.
S.A.
SCH.
SECT.
SERV.
SHT.
S.J.
SPEC.
SQ.FT.
ST.
STOR.
STRUC.
SUSP.
SW.
SUPPLY AIR
SCHEDULE
SECTION
SERVICE
SHEET
SAWED JOINT
SPECIFICATIONS
SQUARE FEET
STEEL
STORAGE
STRUCTURAL
SUSPENDED
SWITCH
S. SUPPLY
WOOD
WIDE FLANGE
WINDOW DIMENSION
WATT
WITH
WAINSCOATING
WATER GAGE
WEATHERPROOF
WATER
WELDED WIRE FABRIC
TELEPHONE
TEMPERATURE
THICKNESS
THRESHOLD
L
P M
N
Q
O
R
S
T
W
H
I
J
K
G
WC
WF
EXT.
EXIST.
EXTERIOR
EXISTING
F.A.
F.C.
F.D.
F.E.C.
FIN.
FL.
FT.
FTG.
FIRE ALARM
FLEXIBLE CONNECTION
FLOOR DRAIN
FIRE EXTINGUISHER CABINET
FINISH
FLOOR
FOOT,FEET
FOOTING
F
EXP. JT
EXH.
E.W.C.
E.W.
EQUIP.
ELEC.
E.F.
EXPANSION JOINT
EXHAUST
ELECTRIC WATER COOLER
EACH WAY
EQUIPMENT
ELECTRIC
EACH FACE
H.P.
HR.
HTG.
HTR.
H.&V.
HW.
HYD.
HORSEPOWER
HOUR
HEATING
HEATER
HEATING AND VENTILATING
HARDWARE
HYDRANT
H.M. HOLLOW METAL
HORIZ. HORIZONTAL LTG. LIGHTING
LIGHTING PANELL.P.
L.L.V. LONG LEG VERTICAL
OL.
OPNG.
OPP.
O.S.D.
OVERLOAD
OPENING
OPPOSITE
OPEN SIGHT DRAIN
O.C. ON CENTER
L,PL.
PLBG.
PLYW'D
PNL.
PRESS.
PSF
PSI
PSIG
PT.
PTD.
PLATE
PLUMBING
PLYWOOD
PANEL
PRESSURE
POUNDS/SQUARE FOOT
POUNDS/SQUARE INCH
POUNDS/SQUARE INCH GAGE
POINT
PAINTED
P
PREFORMED JOINT FILLERP.J.F.
TOIL.
TYP.
TOILET
TYPICAL
T.O.C.
T.O.F.
TOP OF CONCRETE
TOP OF FOOTING
V.
V.A.T.
VENT.
VERT.
VOLT
VINYL ASBESTOS TILE
VENTILATION
VERTICAL
VENT THRU ROOF
V
VTR
LH
FY-16, L.I. DESC1710
SOLICITATION NO.: W912HN-16-R-0015
MOODY AFB, GEORGIA
REPLACE PUMPHOUSE AND TRUCK FILLSTANDS
A-101
IDENTIFICATION NUMBER
SECTION OR DETAIL
SECTION OR DETAIL IS SHOWN
PLATE NUMBER ON WHICH
VIEW SECTION
ELEVATION IS SHOWN
PLATE NUMBER ON WHICH
IDENTIFICATION NUMBER
ELEVATION
ELEVATION SYMBOL
SYMBOL WHERE SECTION IS TAKEN
SECTION/DETAIL
TITLE WHERE SECTION IS SHOWN
A-101
SIM
A-101
SIM
SECTION SYMBOLS
GC102
GC101
GI101
G-006
G-005
G-004
G-003
G-002
G-001
MNJGC102
MNJGC101
MNJGI101
MNJG-006
MNJG-005
MNJG-004
MNJG-003
MNJG-002
MNJG-001
CONTRACTOR HAUL ROUTE
CONSTRUCTION PHASING PLAN
VICINITY MAP & LOCATION PLAN
SUPPLEMENTAL ELECTRICAL LEGEND
ELECTRICAL LEGEND
LEGENDS
ABBREVIATIONS
INDEX OF DRAWINGS
COVER SHEET AND INDEX OF DRAWINGS
B-304
B-303
B-302
B-301
B-100
MNJB-304
MNJB-303
MNJB-302
MNJB-301
MNJB-100
CONE PENETRATION TEST LOGS - SHEET 4
CONE PENETRATION TEST LOGS - SHEET 3
CONE PENETRATION TEST LOGS - SHEET 2
CONE PENETRATION TEST LOGS - SHEET 1
CPT SOUNDING LOCATION PLAN
VF106
VF105
VF104
VF103
VF102
VF101
VF100
VF001
MNJVF106
MNJVF105
MNJVF104
MNJVF103
MNJVF102
MNJVF101
MNJVF100
MNJVF001
EXISTING SURVEY - AREA 6
EXISTING SURVEY - AREA 5
EXISTING SURVEY - AREA 4
EXISTING SURVEY - AREA 3
EXISTING SURVEY - AREA 2
EXISTING SURVEY - AREA 1
EXISTING SURVEY - OVERALL AREA
EXISTING SURVEY - GENERAL INFORMATION
CD106
CD105
CD104
CD103
CD102
MNJCD106
MNJCD105
MNJCD104
MNJCD103
MNJCD102
CIVIL DEMOLITION PLAN - AREA 6
CIVIL DEMOLITION PLAN - AREA 5
CIVIL DEMOLITION PLAN - AREA 4
CIVIL DEMOLITION PLAN - AREA 3
CIVIL DEMOLITION PLAN - AREA 2
CG504
CG503
CG502
CG501
CG201
CG106
CG105
CG104
CG103
CG102
CG101
MNJCG504
MNJCG503
MNJCG502
MNJCG501
MNJCG201
MNJCG106
MNJCG105
MNJCG104
MNJCG103
MNJCG102
MNJCG101
MANHOLE DETAILS
AREA INLET DETAILS
CHAIN-LINK FENCE DITCH CROSSING DETAILS
STORM SEWER PIPING DETAILS
DRAINAGE PROFILES - SHEET 1 OF 1
CIVIL GRADING PLAN - AREA 6
CIVIL GRADING PLAN - AREA 5
CIVIL GRADING PLAN - AREA 4
CIVIL GRADING PLAN - AREA 3
CIVIL GRADING PLAN - AREA 2
CIVIL GRADING PLAN - AREA 1
CP402
CP401
CP202
CP201
MNJCP402
MNJCP401
MNJCP202
MNJCP201
ENLARGED JOINT PLAN - 2 OF 2
ENLARGED JOINT PLAN - 1 OF 2
PUMP SHELTER ACCESS ROAD PROFILE
FILLSTAND DRIVE PROFILE
59A
63N
63M
63L
63K
63J
63I
63H
63G
63F
63E
63D
63C
63B
63A
ADVERTISEMENT
CS602
CS601
CS511
CS510
CS509
CS508
CS507
CS506
CS505
MNJCS602
MNJCS601
MNJCS511
MNJCS510
MNJCS509
MNJCS508
MNJCS507
MNJCS506
MNJCS505
TRICHLOROETHENE PLUME EXHIBIT
BENZENE PLUME EXHIBIT
CONTAINMENT BERM DETAIL SECTIONS
SIDEWALK DETAILS
SIGNAGE DETAILS
MISCELLANEOUS DETAILS
MISCELLANEOUS PAVEMENT DETAILS
PAVEMENT JOINT DETAILS
FILLSTAND PAVEMENT DETAILS
CS504
CS503
CS502
CS501
CS402
CS401
CS106
CS105
CS104
CS103
CS102
CS101
CS100
MNJCS504
MNJCS503
MNJCS502
MNJCS501
MNJCS402
MNJCS401
MNJCS106
MNJCS105
MNJCS104
MNJCS103
MNJCS102
MNJCS101
MNJCS100
CONTAINMENT BASIN DETAILS
PRODUCT RECOVERY TANK PAD DETAILS
SLIDE GATE DETAILS
CHAIN-LINK FENCING DETAILS
ENLARGED CIVIL SITE PLAN - FILLSTAND AREA - CANOPY BID OPTION
ENLARGED CIVIL SITE PLAN - FILLSTAND AREA - CANOPY BASE BID
CIVIL SITE PLAN - AREA 6
CIVIL SITE PLAN - AREA 5
CIVIL SITE PLAN - AREA 4
CIVIL SITE PLAN - AREA 3
CIVIL SITE PLAN - AREA 2
CIVIL SITE PLAN - AREA 1
CIVIL SITE PLAN - OVERALL AREA
C-711
C-710
C-709
C-708
C-707
C-706
C-705
C-704
C-703
C-702
C-701
C-700B
C-700A
C-700
MNJC-711
MNJC-710
MNJC-709
MNJC-708
MNJC-707
MNJC-706
MNJC-705
MNJC-704
MNJC-703
MNJC-702
MNJC-701
MNJC-700B
MNJC-700A
MNJC-700
EROSION, SEDIMENTATION & POLLUTION CONTROL CHECKLIST
EROSION AND SEDIMENT CONTROL DETAILS
PERMANENT GRASSING
TEMPORARY MULCHING AND GRASSING
GEORGIA UNIFORM CODING SYSTEM (2 OF 2)
GEORGIA UNIFORM CODING SYSTEM (1 OF 2)
EROSION AND SEDIMENT CONTROL DETAILS
EROSION AND SEDIMENT CONTROL DETAILS
EROSION AND SEDIMENT CONTROL PLAN PHASE 3
EROSION AND SEDIMENT CONTROL PLAN PHASE 2
EROSION AND SEDIMENT CONTROL PLAN PHASE 1
EROSION, SEDIMENT AND POLLUTION CONTROL PLAN GENERAL NOTES (3 OF 3)
EROSION, SEDIMENT AND POLLUTION CONTROL PLAN GENERAL NOTES (2 OF 3)
EROSION, SEDIMENT AND POLLUTION CONTROL PLAN GENERAL NOTES (1 OF 3)
M
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N S
/2
/1
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
D A
T E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D E
S C
R
IP
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N D
A T
E
C O
N T
R A
C T N
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
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A H
A D
IS
T R
IC
T
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A H
A
N E
B R
A S
US ARMY CORPS
S Y
M B
O L
B Y
NUMBER
REFERENCE
E
D
"X
S A
V A
N N
A H D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
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R S
U S
A R
M Y E
N G
IN
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R D
IS
T R
IC
T D
E S
C F
Y
R E
P L
A C
E P
U M
P H
O U
S E A
N D T
R U
C K F
IL
L S
T A
N D
S
C A
T E
G O
R Y C
O D
E
M O
O D
Y A
F B
G A
A P
R
IL
W
H N
R
G-002
IN
D
E X O
F D
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M .L .H
M .L .H
M .T in in in
M
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H A
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P .E
M N J
G .d w g
INDEX OF DRAWINGS (CONTINUATION)
ST502
ST501
ST201
ST101
SF301
SF102
SF101
SB601
SB504
SB503
SB502
SB501
SB307
SB306
SB305
SB304
SB303
SB302
SB301
SB103
SB102
SB101
S-004
S-003
S-002
S-001
MNNST502
MNNST501
MNNST201
MNNST101
MNNSF301
MNNSF102
MNNSF101
MNNSB601
MNNSB504
MNNSB503
MNNSB502
MNNSB501
MNNSB307
MNNSB306
MNNSB305
MNNSB304
MNNSB303
MNNSB302
MNNSB301
MNNSB103
MNNSB102
MNNSB101
MNNS-004
MNNS-003
MNNS-002
MNNS-001
CMU DETAILS & SCHEDULES
CMU DETAILS
SAMPLE CMU WALL ELEVATIONS
CMU WALL REINFORCEMENT PLAN
BRIDGE CRANE SECTIONS
BRIDGE CRANE FRAMING PLAN
CONTROL ROOM ROOF FRAMING PLAN & SECTIONS
PIPE SUPPORT SCHEDULE & DETAILS
TWO-WAY FORCEMAIN CLEANOUT VAULT DETAILS
PEDESTAL DETAILS
SLAB DETAILS
FOUNDATION DETAILS
STEEL PIPE SUPPORT SECTIONS & DETAILS
STEEL PIPE SUPPORT SECTIONS
CONCRETE PIPE SUPPORT SECTIONS
PUMP PAD & PIPE SUPPORT SECTIONS
FOUNDATION AND PIPE SUPPORT SECTIONS
FOUNDATION SECTIONS
FOUNDATION SECTIONS
FILLSTAND CANOPY FOUNDATION PLAN
PIPE SUPPORT PLAN
FOUNDATION AND SLAB PLAN
METAL BUILDING SYSTEM - ALLOWABLE FOUNDATION REACTIONS
COMPONENTS AND CLADDING WIND PRESSURES
DESIGN AND GENERAL NOTES
DESIGN AND GENERAL NOTES
TITLEDWG FILESHEET NO.PLATE NO. PLATE NO. SHEET NO. DWG FILE PLATE NO. SHEET NO. DWG FILE TITLE
A-712
A-711
A-412
A-411
A-211
A-112
A-110
MNNA-712
MNNA-711
MNNA-412
MNNA-411
MNNA-211
MNNA-112
MNNA-110
PUMPHOUSE MISC. DETAILS
PUMPHOUSE DOOR, WINDOW, AND LOUVER DETAILS
PUMPHOUSE WALL SECTIONS
PUMPHOUSE WALL SECTIONS
PUMPHOUSE BUILDING ELEVATIONS ROOM AND DOOR SCHEDULES
PUMPHOUSE ROOF AND CEILING PLANS AND ROOF EDGE DETAILS
PUMPHOUSE FLOOR PLAN
X-901
X-104
X-103
X-102
X-101
X-001
MNNX-901
MNNX-104
MNNX-103
MNNX-102
MNNX-101
MNNX-001
EXISTING FUEL STORAGE TANKS DATA
EXISTING FUEL STORAGE TANK 4 MODIFICATIONS
EXISTING FUEL STORAGE TANK 3 MODIFICATIONS
EXISTING FUEL STORAGE TANK 2 MODIFICATIONS
EXISTING FUEL STORAGE TANK 1 MODIFICATIONS
EXISTING FUEL STORAGE TANKS - NOTES AND MODIFICATIONS DETAILS
A-421
A-122
A-121
MNNA-421
MNNA-122
MNNA-121
FILLSTAND CANOPY WALL SECTIONS AND ROOF EDGE DETAILS
CANOPY BID OPTION FLOOR PLAN, ELEVAION, AND DETAILS
FILLSTAND CANOPY BASE BID FLOOR PLAN AND ELEVATIONS
P-601
P-501
P-401
P-101
MNNP-601
MNNP-501
MNNP-401
MNNP-101
PUMPHOUSE PLUMBING SCHEDULES
PUMPHOUSE PLUMBING DETAILS
PUMPHOUSE ENLARGED PLUMBING PLANS
PUMPHOUSE COMPOSITE PLUMBING PLAN
M-503
M-502
M-501
M-303
M-302
M-301
M-207
M-206
M-205
M-204
M-203
M-202
M-201
M-101
M-001
MNNM-503
MNNM-502
MNNM-501
MNNM-303
MNNM-302
MNNM-301
MNNM-207
MNNM-206
MNNM-205
MNNM-204
MNNM-203
MNNM-202
MNNM-201
MNNM-101
MNNM-001
MECHANICAL DETAILS SHEET 3 OF 3
MECHANICAL DETAILS SHEET 2 OF 3
MECHANICAL DETAILS SHEET 1 OF 3
PIPING SECTIONS AND DETAILS
PIPING SECTIONS SHEET 2 OF 2
PIPING SECTIONS SHEET 1 OF 2
SEQUENCE OF CONTROLS - SHEET 3 OF 3
SEQUENCE OF CONTROLS - SHEET 2 OF 3
SEQUENCE OF CONTROLS - SHEET 1 OF 3
ISOMETRIC DIAGRAM - SHEET 3 OF 3
ISOMETRIC DIAGRAM - SHEET 2 OF 3
ISOMETRIC DIAGRAM - SHEET 1 OF 3
FLOW DIAGRAM
PUMPHOUSE - PIPING PLAN
FUEL SYSTEM LEGEND AND NOTES
MH701
MH601
MH501
MH101
MNNMH701
MNNMH601
MNNMH501
MNNMH101
CONTROL ROOM HVAC SEQUENCE OF CONTROL
CONTROL ROOM HVAC SCHEDULES
CONTROL ROOM HVAC DETAILS
CONTROL ROOM MECHANICAL HVAC PLAN
EP604
EP603
EP602
EP601
EP501
EP101
EL503
EL502
EL501
EL101
EI605
EI604
EI603
EI602
EI601
EI505
EI504
EI503
EI502
EI501
EG501
EG102
EG101
MNNEP604
MNNEP603
MNNEP602
MNNEP601
MNNEP501
MNNEP101
MNNEL503
MNNEL502
MNNEL501
MNNEL101
MNNEI605
MNNEI604
MNNEI603
MNNEI602
MNNEI601
MNNEI505
MNNEI504
MNNEI503
MNNEI502
MNNEI501
MNNEG501
MNNEG102
MNNEG101
EPDS WIRING DIAGRAM
SCHEDULE SHEET
WIRING DIAGRAMS
ONE LINE DIAGRAM
ELECTRICAL DETAILS
POWER PLAN
LIGHTING FIXTURE DETAILS - SHEET 3
LIGHTING FIXTURE DETAILS - SHEET 2
LIGHTING FIXTURE DETAILS - SHEET 1
PUMPHOUSE ELECTRICAL LIGHTING PLAN
CONTROL SYSTEMS I/O SHEET 4
CONTROL SYSTEMS I/O SHEET 3
CONTROL SYSTEMS I/O SHEET 2
CONTROL SYSTEMS I/O SHEET 1
CONTROL SYSTEM DIAGRAMS
TERMINAL BLOCK CONNECTIONS (FOR FIELD DEVICES) SHEET 3
TERMINAL BLOCK CONNECTIONS (FOR FIELD DEVICES) SHEET 2
TERMINAL BLOCK CONNECTIONS (FOR FIELD DEVICES) SHEET 1
GRAPHIC DISPLAY
PUMP CONTROL PANEL ELEVATION
GROUNDING AND LIGHTNING PROTECTION DETAILS
LIGHTNING PROTECTION PLAN
ELECTRICAL GROUNDING PLAN
ES507
ES506
ES505
ES504
ES503
ES502
ES501
ES401
ES121
ES101
MNJES507
MNJES506
MNJES505
MNJES504
MNJES503
MNJES502
MNJES501
MNJES401
MNJES121
MNJES101
CATHODIC PROTECTION DETAILS SHEET 2
CATHODIC PROTECTION DETAILS
PRODUCT RECOVERY TANK DETAILS
AREA LIGHTING DETAILS
FILLSTAND PUMP CONTROL STATION
TRUCK FILLSTAND AND STORAGE TANK DETAILS
MISC. DETAILS
ENLARGED ELECTRICAL SERVICE AREA
FILLSTAND CANOPY LIGHTING PROTECTION AND LIGHTING PLAN
ELECTRICAL SITE PLAN - OVERALL PLAN
MS507
MS506
MS505
MS504
MS503
MS502
MS501
MS203
MS202
MS201
MS101
MNJMS507
MNJMS506
MNJMS505
MNJMS504
MNJMS503
MNJMS502
MNJMS501
MNJMS203
MNJMS202
MNJMS201
MNJMS101
DIKE PENETRATION DETAIL
PRODUCT RECOVERY - SECTIONS AND DETAILS
PRODUCT RECOVERY - SECTIONS AND DETAILS
MECHANICAL DETAILS - PIPELINE DETAILS
TRUCK FILL STAND DETAILS
SITE DETAILS SHEET 2 OF 2
SITE DETAILS SHEET 1 OF 2
MECHANICAL SITE DESIGN METER REGISTER REPLACEMENT (OPTION)
MECHANICAL SITE DESIGN - FUEL LINE PROFILES
MECHANICAL SITE DESIGN - FUEL DISTRIBUTION PIPING
MECHANICAL SITE PLAN
FA101 139 MNNFA101 PUMPHOUSE FIRE ALARM PLAN
CU503
CU502
CU501
CU201
CU106
CU105
CU103
CU100
MNJCU503
MNJCU502
MNJCU501
MNJCU201
MNJCU106
MNJCU105
MNJCU103
MNJCU100
LIFTSTATION DETAILS
TWO-WAY FORCEMAIN CLEANOUT VAULT DETAILS
WATER AND SANITARY SEWER DETAILS
SANITARY SEWER FORCEMAIN PROFILE
WATER AND SANITARY SEWER PLAN AREA 6
WATER AND SANITARY SEWER PLAN AREA 5
WATER AND SANITARY SEWER PLAN AREA 3
WATER AND SANITARY SEWER PLAN
MD102
MD101
MNJMD102
MNJMD101
MECHANICAL DEMOLITION - PHASE 2
MECHANICAL DEMOLITION - PHASE 1
SS502
SS501 MNNSS501 SITE PIPE SUPPORTS
MNNSS502 FUEL PIT DETAILS
M
G
E N
E R
A L R
E V
IS
IO
N S
/2
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
D A
T E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D E
S C
R
IP
T
IO
N D
A T
E
C O
N T
R A
C T N
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
US ARMY CORPS
S Y
M B
O L
B Y
NUMBER
REFERENCE
E
D
"X
S A
V A
N N
A H D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T D
E S
C F
Y
R E
P L
A C
E P
U M
P H
O U
S E A
N D T
R U
C K F
IL
L S
T A
N D
S
C A
T E
G O
R Y C
O D
E
M O
O D
Y A
F B
G A
A P
R
IL
W
H N
R
10"
VARIES
C L
R
T Y
P3"
C L
R
T Y
P
#4 @ 12"
EACH WAY
#4 @ 12"
9"
GUIDE BRACKET
BLACK STEEL PIPE
2" SCHEDULE 40
SECTION 1
7.5'
NO SCALE
2" SUMP
STANDARD STEEL PIPE
" DIA. GALVANIZED2
MAXIMUM SPACING
POSTS @ 8'-0" O.C.
VARIES
GRADE
NO SCALE
ELEVATION
PLAN
4" LONG
EXPANSION ANCHORS
" GALVANIZED2
4"
NO SCALE
BASE PLATE DETAIL
PLATE
BASE
HANDRAIL DETAILS
HANDRAIL SECTION
9"
DIPPED GALVANIZED AFTER FABRICATION.
1. PIPE HANDRAIL, POSTS AND BASE PLATE SHALL BE HOT
NOTES:
"4
" DRAIN HOLE (TYP)8
" GALV. PLATE8
" HOLES16
"2
"8 51 "8
51 "8 11"8
STEEL PIPE
" DIA. GALV. 2
8'-0" O.C. MAXIMUM
HANDRAIL POSTS @
HANDRAIL ELEVATION @ OPENING FOR LADDER
BOTH ENDS, TYP.
SNAP HOOKS @
SAFETY CHAIN W/
NO SCALE
ROUND EDGE
2'-0"
"4
"4
ELEV. 222.00
ELEV. 226.00
8"
CLOTH SCREEN
GALV. HARDWARE
THE WIRE CLOTH AT THE VERTICAL WALL.
GALV. STEEL ANGLE SHALL BE PROVIDED TO SUPPORT
STAND PIPE TO ALLOW FOR EASY REMOVAL. A 1.5" x 1/4"
NOTE: HARDWARE CLOTH SCREEN SHALL BE SLOTTED FOR THE
WALL OF STRUCTURE
BELL CAST IN PLACE
FLOW
INVERT ELEV.
PLUG VALVE
ATTACH TO
SUMP
2"
OUTFALL DETAIL
NO SCALE
CONTAINMENT DRAIN VALVE DETAIL
W/ 4x4 W2.9xW2.9 WWF
4'x4'x4" CONC PAD
ECCENTRIC PLUG VALVE
NO SCALE
XX X X X X X X X X X X
ACTUATOR BOX WITH HANDWHEEL SHALL BE LOCKABLE.
AND BE RESISTANT TO HYDROCARBONS (NITRILE RUBBER SEALS). GEAR
NOTE: 100% PORT ECCENTRIC PLUG VALVE SHALL CONFORM TO AWWA C517
EXTENDED BONNET (SEALED)
COVER
BODY (SEALED)
DIRECTREVERSE
SEATED END
PRESSUREPRESSURE
GEAR ACTUATOR
INDICATOR
HANDWHEEL
EJ
3" MIN EMBEDMENT
PROJECTION
4" MIN / 6" MAX
12" MIN TREAD WIDTH
NO SCALE
STEP DETAIL
12 INCHES AND MAXIMUM OF 16 INCHES.
BASIN WALL. STEPS SHALL BE ALIGNED VERTICALLY AND EVENLY SPACED AT A MINIMUM OF
HIGHEST STEP SHALL BE LOCATED NOT MORE THAN 12 INCHES BELOW THE TOP OF THE
3. LOWEST STEP SHALL BE LOCATED NOT MORE THAN 12 INCHES ABOVE THE BASIN FLOOR.
JET FUEL.
2. POLYPROPYLENE COMPOSITE STEPS SHALL NOT BE USED DUE POSSIBLE EXPOSURE TO
ABOVE.
OSHA REQUIREMENTS FOR MANHOLE STEPS, AS WELL AS THE REQUIREMENTS INDICATED
1. STEPS SHALL BE A STANDARD MANUFACTURER'S PRODUCT MEETING ASTM C 478 AND
NOTES:
TEXTURED TREAD
SIDE GUARD
CS504CS505
E
CONTAINMENT BASIN PLAN
NO SCALE
F L
O W
FLOW
S L O P E
S L O P E
7.5'
.5
S L O P E
6" DIP DRAINLINE
HANDRAILING
12"x12"x2" SUMP
2" STANDPIPE
W/ FLOORSTAND
6" PLUG VALVE
DRAINLINE
6" OUTFALL
STEPS
MALE END W/ CAP
COUPLING. PROVIDE
2" DISCONNECT
3/4" CHAMFER (TYP)
WATERSTOP (TYP)
6" ELASTOMERIC
CS504
C
N T
A
IN
M E
N T B
A S
IN
D
E T
A
IL
J
R
M J
R R
L G
G M
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X M J
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d w g s c iv il
M N J
C S .d w g
M N J
C S .d w g
.0 in
R E
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IS
E D
C O
R D
A N
W
IT
H
E N
D M
E N
T
STEPS
CONCRETE
S
ID
E W
A L
K
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ELP
LP
LP
B U
R M
A
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D
(A
S P
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N N
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A M
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D W
N B
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C K
D B
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D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
D A
T E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D E
S C
R
IP
T
IO
N D
A T
E
C O
N T
R A
C T N
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
US ARMY CORPS
S Y
M B
O L
B Y
NUMBER
REFERENCE
E
D
"X
S A
V A
N N
A H D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T D
E S
C F
Y
R E
P L
A C
E P
U M
P H
O U
S E A
N D T
R U
C K F
IL
L S
T A
N D
S
C A
T E
G O
R Y C
O D
E
M O
O D
Y A
F B
G A
A P
R
IL
W
H N
R
G
CO
CO
CO
CO
CO
CO
CO
S
CO
1 2 3
4 5 6
KEY PLAN
SCALE = 1" = 500'
MATCHLINE - AREA 1
M A
T C
H L
IN
E A
R E
A
GRADING AND DRAINAGE NOTES:
CONTAMINATED SOIL IS POSSIBLE.
5. CONTRACTOR SHALL BE AWARE THAT ENCOUNTERING
APPROXIMATE LOCATION IDENTIFIED ON CG102.
IN THE LOCATION IDENTIFIED BY THE FACILITY OPERATOR,
BACKFILL, IN ACCORDANCE WITH SPEC 31 00 00 EARTHWORK,
4. EXCESS SOIL FROM SITE EXCAVATIONS SHALL BE USED AS
CP402.
3. FOR PAVEMENT SPOT ELEVATIONS SEE SHEETS CP401 &
31 00 00 EARTHWORK FOR ADDITIONAL REQUIREMENTS.
CONTAMINATED GROUNDWATER. REFER TO SPECIFICATION
ENSURE APPROPRIATE DISPOSAL OF POTENTIALLY
TO CONDUCTING ANY DEWATERING OPERATIONS TO
BASE ENVIRONMENTAL OFFICE, THROUGH THE COR, PRIOR
SHALL OBTAIN APPROVAL FROM THE MOODY AIR FORCE
ACCOMPLISHED BY APPROVED MEANS. THE CONTRACTOR
ENCOUNTERED DURING EXCAVATIONS, SHALL BE
PERCHED-WATER CONDITIONS, WHICH MIGHT BE
SURFACE WATER, GROUNDWATER, AND ANY
FOOTINGS ARE PLACED AND BACKFILLED. REMOVAL OF
SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER
FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH THE
DEWATERING AS REQUIRED TO ENSURE THAT ALL
CONTRACTOR SHALL PROVIDE DRAINAGE AND
CONTINUALLY AND EFFECTIVELY DRAINED. THE
WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE
AND THE AREA IMMEDIATELY SURROUNDING THE SITE
EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE
DURING EXCAVATION AND BACKFILLING OPERATIONS. ALL
CPT SOUNDING, GROUNDWATER WILL BE ENCOUNTER
2. DRAINAGE AND DEWATERING: BASED ON SOME OF THE
THICKNESS OR FIVE FEET, WHICHEVER IS GREATER.
LIMITS OF THE STRUCTURE A DISTANCE EQUAL TOTHE FILL
EXCAVATION SHALL EXTEND HORIZONTALLY BEYOND THE
THE BOTTOM OF THE FOOTINGS. THE BASE OF THE
SHALL BE TO A DEPTH OF ATLEAST TWO FEET BELOW
WITH SECTION 31 00 00, EARTHWORK. THE EXCAVATION
29 CFR 1926.652. BACKFILLING SHALL BE IN ACCORDANCE
PERFORMED IN ACCORDANCE WITH EM 385-1-1 AND OSHA
IN COMPACTED LAYERS. EXCAVATION SHAL BE
BE REMOVED, AND THE SATISFACTORY SOIL REPLACED
BE EXCAVATED, ANY DEBRIS THAT IS DISCOVERED SHALL
1. WITHIN THE AREA OF THE PUMP HOUSE, THE SOILS SHALL
20'010'20'
SCALE: 1" = 20'-0"
CLCLCLCLCLCL
C L
C L
C L
IE OUT = 219.44
TIE INTO EXISTING
279.29' @ 0.30%
CG104
IV
IL
G
R A
D
IN
G P
L A
N
A R
E A
M J
R
M J
R R
L G
G M
S
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IS
E
C O
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D M
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X M J
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C G
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M N J
C G
.d w g
S
ID
E W
A L
K
224 2
S O
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IC
IT
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N N
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F
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E N
A M
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D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
D A
T E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D E
S C
R
IP
T
IO
N D
A T
E
C O
N T
R A
C T N
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
US ARMY CORPS
S Y
M B
O L
B Y
NUMBER
REFERENCE
E
D
"X
S A
V A
N N
A H D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T D
E S
C F
Y
R E
P L
A C
E P
U M
P H
O U
S E A
N D T
R U
C K F
IL
L S
T A
N D
S
C A
T E
G O
R Y C
O D
E
M O
O D
Y A
F B
G A
A P
R
IL
W
H N
R
G
CO
CO
CO
CO
CO
CO
CO
S
CO
1 2 3
4 5 6
KEY PLAN
SCALE = 1" = 500'
M A
T C
H L
IN
E A
R E
A
M A
T C
H L
IN
E A
R E
A
MATCHLINE - AREA 2
GRADING AND DRAINAGE NOTES:
CONTAMINATED SOIL IS POSSIBLE.
5. CONTRACTOR SHALL BE AWARE THAT ENCOUNTERING
APPROXIMATE LOCATION IDENTIFIED ON CG102.
IN THE LOCATION IDENTIFIED BY THE FACILITY OPERATOR,
BACKFILL, IN ACCORDANCE WITH SPEC 31 00 00 EARTHWORK,
4. EXCESS SOIL FROM SITE EXCAVATIONS SHALL BE USED AS
CP402.
3. FOR PAVEMENT SPOT ELEVATIONS SEE SHEETS CP401 &
31 00 00 EARTHWORK FOR ADDITIONAL REQUIREMENTS.
CONTAMINATED GROUNDWATER. REFER TO SPECIFICATION
ENSURE APPROPRIATE DISPOSAL OF POTENTIALLY
TO CONDUCTING ANY DEWATERING OPERATIONS TO
BASE ENVIRONMENTAL OFFICE, THROUGH THE COR, PRIOR
SHALL OBTAIN APPROVAL FROM THE MOODY AIR FORCE
ACCOMPLISHED BY APPROVED MEANS. THE CONTRACTOR
ENCOUNTERED DURING EXCAVATIONS, SHALL BE
PERCHED-WATER CONDITIONS, WHICH MIGHT BE
SURFACE WATER, GROUNDWATER, AND ANY
FOOTINGS ARE PLACED AND BACKFILLED. REMOVAL OF
SUBGRADE SOILS REMAINING DRY AND FIRM UNTIL AFTER
FOOTING EXCAVATIONS ARE ACCOMPLISHED WITH THE
DEWATERING AS REQUIRED TO ENSURE THAT ALL
CONTRACTOR SHALL PROVIDE DRAINAGE AND
CONTINUALLY AND EFFECTIVELY DRAINED. THE
WHICH AFFECTS CONSTRUCTION OPERATIONS WILL BE
AND THE AREA IMMEDIATELY SURROUNDING THE SITE
EXCAVATIONS SHALL BE PERFORMED SO THAT THE SITE
DURING EXCAVATION AND BACKFILLING OPERATIONS. ALL
CPT SOUNDING, GROUNDWATER WILL BE ENCOUNTER
2. DRAINAGE AND DEWATERING: BASED ON SOME OF THE
THICKNESS OR FIVE FEET, WHICHEVER IS GREATER.
LIMITS OF THE STRUCTURE A DISTANCE EQUAL TOTHE FILL
EXCAVATION SHALL EXTEND HORIZONTALLY BEYOND THE
THE BOTTOM OF THE FOOTINGS. THE BASE OF THE
SHALL BE TO A DEPTH OF ATLEAST TWO FEET BELOW
WITH SECTION 31 00 00, EARTHWORK. THE EXCAVATION
29 CFR 1926.652. BACKFILLING SHALL BE IN ACCORDANCE
PERFORMED IN ACCORDANCE WITH EM 385-1-1 AND OSHA
IN COMPACTED LAYERS. EXCAVATION SHAL BE
BE REMOVED, AND THE SATISFACTORY SOIL REPLACED
BE EXCAVATED, ANY DEBRIS THAT IS DISCOVERED SHALL
1. WITHIN THE AREA OF THE PUMP HOUSE, THE SOILS SHALL
20'010'20'
SCALE: 1" = 20'-0"
CO
CB
CB
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
CL
C L
C L
C L
C L
C L
MH
PIPE - 2 CB-2
CB-1
P
IP
E
MATCH EXISTING GRADE
MATCH EXISTING GRADE
224.30 224.79
223.77
223.87
56.15' @ 0.30%
67.31' @ 0.30%
224.80 224.80
225.00
225.00
224.80
224.80
224.90
224.90
224.75
225.22
225.40
225.00 225.32
225.32
225.50
225.50
IE IN = 220.95
FES - 2
IE OUT = 221.32
FES - 1
PUMPROOM TOC = 225.50
PUMPROOM FFE = 225.00
F F
E
.5
C O
N T
R O
L R
O O
M
FILLSTAND TOC = 226.00
BASIN TOC = 226.00
REMOTE CONTAINMENT
224.90
225.00
224.79
224.87
225.22
224.75
PIP
E -
P
IP
E
- 1
13.72' @ 0.30%
FOR PROFILE
SEE CG201
IE OUT = 220.23
FES - 3
FOR PROFILE
SEE CG201
FOR PROFILE
SEE CG201
PIPE - 10
MH - 1
CG105
IV
IL
G
R A
D
IN
G P
L A
N
A R
E A
M J
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M J
R R
L G
G M
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D W
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D B
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T E
D B
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P L
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D E
S C
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C T N
A R
M Y E
N G
IN
E E
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IS
T R
IC
T
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A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
US ARMY CORPS
S Y
M B
O L
B Y
NUMBER
REFERENCE
E
D
"X
S A
V A
N N
A H D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T D
E S
C F
Y
R E
P L
A C
E P
U M
P H
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S E A
N D T
R U
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L S
T A
N D
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C A
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G O
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O D
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M O
O D
Y A
F B
G A
A P
R
IL
W
H N
R
240240
240240
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
STATION
IE 222.08
(CLASS III) @ 0.50%
78.68' - 15" RCP
PIPE - 1
IE 221.70
IE 221.70
(CLASS III) @ 0.50%
78.22' - 15" RCP
PIPE - 2
IE 221.32
E 2596494.52
N 353859.90
(A=3.13', B=3.13')
STA 0+78.68
TOP EL 224.25
CB-2
E 2596494.52
N 353938.58
(A=3.13', B=3.13')
STA 0+00.00
TOP EL 224.50
CB-1
EXISTING GRADE
FINISHED GRADE
FES - 1
240240
240240
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E 2596565.70
N 354105.84
STA -0+17.55
TOP EL 225.71
EXISTING CB-1
E 2596459.65
N 353992.30
STA 1+37.85
TOP EL 225.28
EXISTING CLEANOUT
@ 1.02 %
132.9' x 6" DIP
PIPE - 3
IE OUT = 223.61
EXISTING 6" DIP
223.46
6' DIP; IE=
EXISTING
TIE IN TO
APPROX IE = 222.10
BE FIELD VERIFIED
6" DIP; INVERT TO
TIE IN TO EXISTING
EXISTING GRADE
FINISHED GRADE
FINISHED GRADE
FINISHED GRADE
240240
240240
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
IE 222.00
@ 4.00%
16.50' - 6" PVC
PIPE - 10
IE 221.42
IE 220.50
(CLASS III) @ 0.34%
54.74' - 18" RCP
PIPE - 12
IE 220.32
IE OUT = 220.50
IE IN = 221.42
IE IN = 220.56
E 2596142.81 N 353843.82 (A=4.00', D=10.00')
STA 0+16.50
RIM EL 224.70
240240
240240
-0+40 -0+20 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
E L E
V A
T
IO
N I
N F
E E
T N
A V
D
IE 220.95
(CLASS III) @ 0.25%
159.05' - 18" RCP
PIPE - 11
IE 220.56
IE OUT = 220.50
IE IN= 221.42
IE IN = 220.56
E 2596142.81 N 353843.82
(A=4.00', D=10.00')
STA 1+59.05
RIM EL 224.70
FES - 2
FES - 3
EXISTING GRADE
FINISHED GRADE
FINISHED GRADE
EXISTING GRADE
BASIN
CONT.
REMOTE
D R
A
IN
V
A L
V E
C O
N T
A
IN
M E
N T
S T
A
.0
CG201
A
IN
A G
E P
R O
F
IL
E S
S H
E E
T
F
M J
R
M J
R R
L G
G M
S
R
E V
IS
E
C O
R D
A N
E N
D M
E N
T
X
E D
X M J
R
I:
d w g s c iv il
M N J
C G
.d w g
M N J
C G
.d w g
PIPE-1 & PIPE-2 PROFILE
20'010'20'
HORIZONTAL SCALE: 1" = 20'-0"
5'02.5'5'
VERTICAL SCALE: 1" = 5'-0"
PIPE-11 PROFILE
PIPE-3 PROFILE
PIPE-10 & PIPE 12 PROFILE
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
D A
T E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D E
S C
R
IP
T
IO
N D
A T
E
C O
N T
R A
C T N
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
US ARMY CORPS
S Y
M B
O L
B Y
NUMBER
REFERENCE
E
D
"X
S A
V A
N N
A H D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T D
E S
C F
Y
R E
P L
A C
E P
U M
P H
O U
S E A
N D T
R U
C K F
IL
L S
T A
N D
S
C A
T E
G O
R Y C
O D
E
M O
O D
Y A
F B
G A
A P
R
IL
W
H N
R
D
NOTES:
"C" DIA.
AND FRAME
MANHOLE COVER
"C" DIA.
"D
"A" DIA.
TYP
6"
7"
"C" DIA.
"D
TYP.
6"
"A" DIA.
1/4"
TYP.
M A
X
C .C
7"
MIN.
"C" DIA.
AND FRAME
MANHOLE COVER
NO SCALE
PLAN
TYPICAL PRECAST CONCENTRIC MANHOLE DETAILS
SECTION 1
PLAN
NO SCALE
TYPICAL PRECAST SHALLOW MANHOLE DETAILS
MANHOLE
MH-1 4'
A B
DIMENSIONS IN FEET
C
4.2'24"-
D
SECTION 3
AS NEEDED
GRADE RINGS
ELEVATION
RIM OR TOP
PLACE CONCENTRIC BASE
PRECAST OR CAST IN
GROUT
BENCH
TOP OF CONCRETE
RISER
CONCRETE
PRECAST
CONE
CONCENTRIC
MIXTURE
IN A 1:2 GROUT
SECURELY SEATED
COVER AND FRAME
AND FRAME
MANHOLE COVER
AND FRAME
MANHOLE COVER
SIDE RAIL LADDER
GALVANIZED STEEL
OF ALL COVERS
CAST INTO CENTER
LARGE LETTER "D"
HALF PLAN
"C" = 24"
T O
4"
MIN.
SECTION 4
MANHOLE COVER AND FRAME
NO SCALE
"C" DIA.
"A" DIA.
T Y
P
"D
TOP FACE - 2" CLEAR
#4@12" EACH WAY
PLACE CONCRETE BASE
PRECAST OR CAST IN
DRAIN
SLOPE TO
FLAT TOP
PRECAST CONCRETE
RIM OR TOP ELEVATION
GRADE RINGS AS NEEDED
TYP.
6"
CONCRETE BENCH
CAST-IN-PLACE
RISER
CONCRETE
PRECAST
MIXTURE
IN A 1:2 GROUT
SECURELY SEATED
COVER AND FRAME
AND FRAME
MANHOLE COVER
2"
"4
"4 3 "2
"2 11"16
STEEL PLATE
NO SCALE
MANPROOFING DETAILS
SECTION
MANHOLE COVER
MANHOLE FRAME
(PAVED AREAS)
AT QUARTER POINTS
"2
MAX.
LOCKING END
HOLE
1/2" DIA.
PLAN
SEE DETAIL
LOCKING END.
MANHOLE COVER
MANHOLE FRAME
(UNPAVED AREAS)
1/4" X 2" STEEL BAR
FRAME (UNPAVED AREAS)
STEEL PLATE (2 REQUIRED) TO MANHOLE
WELD OR BRAZE EACH 1/2" X 4" X 4"
NO SCALE
PLAN
TYPICAL PRECAST ECCENTRIC MANHOLE DETAILS
SECTION 2
TOP FACE - 2" CLEAR
#4 @ 12" EACH WAY
PLACE CONCRETE BASE
PRECAST OR CAST IN
RISER
CONCRETE
PRECAST
ECCENTRIC CONE
AS NEEDED
GRADE RINGS
A 1:2 GROUT MIXTURE
SECURELY SEATED IN
COVER AND FRAME
AND FRAME
MANHOLE COVER
ELEVATION
RIM OR TOP
GROUT
SIDE RAILS
2-1/2" X 1/2"
3/4" DIA. RUNGS
BENCH
CONCRETE
PLACE
CAST-IN-
RAIL LADDER
STEEL SIDE
GALVANIZED
INSERT (TYP.)
STEEL
FRAME TO THE INVERT OF THE OUTFALL PIPE.
MANHOLES SHALL BE MEASURED FROM THE TOP OF THE
MANHOLES WITH A DEPTH GREATER THAN 20 FEET. DEPTH OF
LADDER CLIMBING SAFETY DEVICE SHALL BE INSTALLED IN ALL
GREATER THAN 12 FEET. IN ADDITION TO STEEL LADDERS, A
LADDERS SHALL BE INSTALLED IN ALL MANHOLES WITH A DEPTH
7. PERMANENTLY INSTALLED GALVANIZED STEEL SIDE RAIL
COMBINED WEIGHT OF NOT LESS THAN 400 POUNDS.
DIMENSIONS INDICATED. COVER AND FRAME SHALL HAVE A
APPROVED EQUAL. ALTERNATE DESIGNS SHALL CONFORM TO THE
6. MANHOLE COVER AND FRAME SHALL BE NEENAH R-1575 OR
AND EVENLY.
SIZE AND GRADE OF THE CHANNELS SHALL BE MADE GRADUALLY
RADIUS AS THE SIZE OF THE MANHOLE WILL PERMIT. CHANGES IN
OF FLOW SHALL BE MADE WITH A SMOOTH CURVE OF AS LARGE A
INSIDE OF THE ADJACENT PIPE SECTION. CHANGES IN DIRECTION
SHALL BE SMOOTH AND SEMICIRULAR IN SHAPE CONFORMING TO THE
SHAPE, SLOPE, AND DIRECTION OF FLOW. THE INVERT CHANNELS
CONCRETE BENCHES. CHANNELS SHALL BE ADJUSTED FOR PIPE SIZE,
CONNECTED BY OPEN CHANNELS FORMED USING CAST-IN-PLACE
5. ALL PIPE ENTRIES INTO THE BASE OF MANHOLES SHALL BE
OF PRECAST BASES SHALL BE AS SPECIFIED.
BASES SHALL BE AS INDICATED. THICKNESS AND REINFORCING
CONCRETE. THICKNESS AND REINFORCING OF CAST-IN-PLACE
4. MANHOLE BASE SLABS MAY BE PRECAST OR CAST IN PLACE
ARE NOT SHOWN BUT SHALL CONFORM TO THE SPECIFICATIONS.
WALLS AND REINFORCING FOR PRECAST CONCRETE FLAT TOPS
3. THICKNESS AND REINFORCING FOR PRECAST CONCRETE MANHOLE
OF THE OUTFALL PIPE PLUS 4 FEET.
DEPTH OF THE MANHOLE IS LESS THAN THE OUTSIDE DIAMETER
CONES ONLY. SHALLOW MANHOLES SHALL BE USED WHERE THE
WITH A DEPTH GREATER THAN 12 FEET SHALL HAVE ECCENTRIC
LESS MAY HAVE CONCENTRIC OR ECCENTRIC CONES. MANHOLES
2. UNLESS OTHERWISE INDICATED, MANHOLES 12 FEET DEEP AND
SHOWN ON THE STORM DRAIN STRUCTURE SCHEDULE.
1. VARIABLE DIMENSIONS (A,B,C & D) FOR STRUCTURES ARE
1" LIFT HOLE
TOP FACE - 2" CLEAR
#4 @ 12" EACHWAY
/4 D
IA
M
T Y
P
CG504
N H
O L E D
E T
A
J
R
M J
R R
L G
G M
S
S
H E
D
B Y
E N
D M
E N
T
E D
X M J
R
I:
d w g s c iv il
M N J
C G
.d w g
M N J
C G
.d w g
59A
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
D A
T E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D E
S C
R
IP
T
IO
N D
A T
E
C O
N T
R A
C T N
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
US ARMY CORPS
S Y
M B
O L
B Y
NUMBER
REFERENCE
E
D
"X
S A
V A
N N
A H D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T D
E S
C F
Y
R E
P L
A C
E P
U M
P H
O U
S E A
N D T
R U
C K F
IL
L S
T A
N D
S
C A
T E
G O
R Y C
O D
E
M O
O D
Y A
F B
G A
A P
W
H N
R
R
NO SCALE
HIGH LEVEL
LIFT STATION
OFF
AUTOHAND
PUMP #1
NAMEPLATE (TYP.)
WITH AMBER COVER
WEATHERPROOF STROBE LIGHT
(WEATHERPROOF)
8" ALARM BELL
FAILURE
PUMP #1 SEAL
R
FAILURE
PUMP #2 SEAL
R
OFF
AUTOHAND
PUMP #2
OFF
ON
TO TEST LAMP (TYP)
WEATHERPROOF PUSH
ALARM TEST
ALARM SILENCE
PUSHBUTTON (TYP.)
WEATHERPROOF MOMENTARY
SWITCH (TYP.)
HAND-OFF-AUTO
WEATHERPROOF
SWITCH
DISCONNECT
MAIN
40 DEG. F. NON-CONDENSING.
THERMOSTATICALLY CONTROLLED HEATER TO MAINTAIN
LOCKABLE, HINGED NEMA 4 ENCLOSURE. PROVIDE
LIFT STATION CONTROL PANEL DIAGRAM
NO SCALE
SIDE OF OPENING
2-#5 TYPICAL EACH
EACH WAY
#4 @ 9" O.C.
WET WELL
LIFT STATION TOP PLAN
IE=220.00
4" INCOMING SEWER LINE
PIPE, TYP. SEE SPECS
STEEL OR DUCTILE IRON
1 1/2" FORCE MAIN
PUMPED DISCHARGE
NON-SHRINK GROUT
EXTENSION OPERATOR, TYP.
PLUG VALVE WITH
SEE NOTE 7
MECHANICAL SEAL, TYP.
QUICK DISCONNECT WITH
NON-SHRINK GROUT
LIFT STATION PLAN
NO SCALE
GROUTED OR CAST-IN-PLACE
4" VENT PIPE WITH INSECT SCREEN
TOP ELEV.= 226.28
#4 @ 9" O.C., EACH WAY
EXISTING GRADE
1 1/2" FORCE MAIN
LIFTING CHAIN
STAINLESS STEEL
SEE SPECS
CONCRETE, MANHOLE.
60" I.D. PRECAST
EXISTING GRADE
ELEV.= 218.00
HIGH WATER ALARM
SUPPORT PIPE
1" FLOAT CABLE
ELEV.= 217.00
PUMP NO. 2
ELEV.= 216.00
PUMP NO. 1
ELEV.= 215.00
PUMP OFF
SEE NOTE 3
GRINDER PUMPS.
2 HP SUBMERSIBLE
F.L. ELEV.= 213.00
GROUT TYP
EACH WAY
#6 @ 8" O.C.
M
IN
IM
U M D
E P
T H
S E
E S
P E
C S F
10"
GUIDE RAILS
STAINLESS STEEL
GALV. OR
_4_
VALVES
1 1/4" CHECK
_3_
_2_
_1_
CABLES
POWER
SEE NOTE 2
SIDE OF OPENING
2-#5 TYPICAL EACH
7'-8"
1LIFT STATION SECTION
ACCESSIBLE
SHALL BE EASILY
EXTENSION OPERATORS
LOCKABLE PLUG VALVE
HIGH WATER ALARM
_1_
_2_
_3_
_4_
CONTROL LEVEL SWITCHES
AUTOMATICALLY.
PUMPS WILL ALTERNATE
AT LEVEL ONE (1), THE
NOTE:
LEGEND
J
B o x
SUPPORTS.
CABLES WITH WIRE GRIP
POWER & LEVEL CONTROL
SEE NOTE 4
CONTROL PANEL
CONDUITS TO
CONCRETE, 1'-0" DIAMETER BY 2'-6" DEEP.
VERTICAL POST SHALL BE EMBEDDED, BELOW GROUND IN
ENCLOSURE SHALL BE 3'-0" ABOVE FINISHED GRADE. THE
5. GALVANIZED PER ASTM A525 CLASS 690
SMIN = 0.20 INCHES*3
IMIN = 0.18 INCHES*4
4. HORTIZONTAL CHANNEL - "UNISTRUT P1000" OR EQUAL
SMIN = 0.57 INCHES*3
IMIN = 0.93 INCHES*4
3. VERTICAL POST - "UNISTRUT P1001" OR EQUAL
2. THICKNESS = 0.105 INCHES
1. FYMIN = 33 KSI
PROVIDE MODULAR STEEL SUPPORT STRUCTURE WITH:
NOTES:
WITH MANUFACTURER'S SPECIFICATIONS.
CHAIN HOOKS AND PIPE GUIDES SHALL BE DONE IN CONFORMANCE
INCLUDING LIFTING CHAIN, CABLES, PUMP MOUNTS, SAFTY
1. INSTALLATION OF PUMPS, MOTORS, AND ASSOCIATED HARDWARE,
THEY MAY BE PADLOCKED CLOSED.
OPENING SHALL HAVE TWO (2) COVERS EQUIPPED WITH HASPS SO
2. OPENING SIZE SHALL BE AS SPECIFIED BY MANUFACTURER, EACH
THE MANUFACTURER. SEE SHEET MNNEP603 FOR POWER CONNECTIONS.
3. PUMPS WILL BE POSITIONED IN MANHOLE AS RECOMMENDED BY
5. PUMPS ARE RATED AT 20 GPM AT 75 FEET TDH.
6. PIPE GASKETS SHALL CONFORM TO MANUFACTURER'S RECOMMENDATIONS.
CHECK VALVE SHALL BE REMOVABLE WITH PUMP ASSEMBLE.
7. QUICK DISCONNECTION AS PER MANUFACTURER'S STANDARD PRODUCTS.
SEAL-OFFS PER NATIONAL ELECTRICAL CODE.
4. WET WELL IS A CLASS I, DIVISION 1, GROUP C & D AREA. PROVIDE
PUMPS TURN OFF
PUMP No. 1 (OR 2) STARTS
PUMP No. 2 (OR 1) STARTS
SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
AND MATERIAL ARE ALLOWED SUBJECT TO APPROVAL.
IS REQUIRED IN THE LIFT STATION. VARIATIONS OF LAYOUT
DETAIL IS FOR PURPOSES OF ILLUSTRATING WHAT EQUIPMENT
NOTE:
ALT ALTERNATOR
ETM ELAPSED TIME METER
CPT CONTROL POWER TRANSFORMER
MCP MOTOR CIRCUIT PROTECTOR
OL OVERLOAD RELAY
CB CIRCUIT BREAKER
MS
YE-100
R
OL
M
MS-100
L1
L2
L3
G
OL
M
MS-200
CB
MCP
MCP_
208V-120V
CPT
FS-2FS-1
MS-100
MS-200
ALT
FS-3
MS-100
MS-200
ALT
ETM
H
O
A
YE
YE
MOISTURE PROBE
MOISTURE PROBE
YE-200
R
LS-400
R
LS
FS-4
SEAL FAILURE PUMP #1
SEAL FAILURE PUMP #2
HIGH LEVEL
LS-400
TEST
YE-100
YE-200
SILENCE
A
BELL
STROBE
HEATER
THERMOSTATICALLY CONTROLLED
NO. 1
MOTOR
PUMP
SEWAGE
NO. 2
MOTOR
PUMP
SEWAGE
CR
CR-1
CR-1
3 PHASE
208 VOLT
LIFT STATION CONTROL CIRCUIT DIAGRAM
OL'S
MS
ETM
A
O
H
OL'S
CU503
IF
T S
T A
T
IO
N D
E T
A
K
R A
K D
D H
C
M N J
C U
.d w g
G
C D
X P
A J
J d w g s e n v ir
M N J
C U
.d
A M
N E
R
V I S I O
N
S
ID
E W
A L
K
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D
2 3
C
4 5
A
B
D A
T E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D E
S C
R
IP
T
IO
N D
A T
E
C O
N T
R A
C T N
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T
O M
A H
A D
IS
T R
IC
T
O M
A H
A
N E
B R
A S
US ARMY CORPS
S Y
M B
O L
B Y
NUMBER
REFERENCE
E
D
"X
S A
V A
N N
A H D
IS
T R
IC
T
C O
R P
S O
F E
N G
IN
E E
R S
U S
A R
M Y E
N G
IN
E E
R D
IS
T R
IC
T D
E S
C F
Y
R E
P L
A C
E P
U M
P H
O U
S E A
N D T
R U
C K F
IL
L S
T A
N D
S
C A
T E
G O
R Y C
O D
E
M O
O D
Y A
F B
G A
A P
W
H N
R
(FUTURE R12)
VALVE 8
FUEL TANK 1
10K
(FUTURE R11)
VALVE 9
RECEIPT
8" TANK
VALVE 7
OFF TANK
WATER DRAW
RECEIPT
8" TANK
FUEL TANK 2
5K
VALVE 6
TANK
DRAW OFF
WATER
VALVE 1
FUEL TANK 3
3K
8"
VALVE 5
8"
VALVE 4VALVE 3
PUMP
PUMP
PUMP
PUMP
F/S
F/S
F/S
F/S
VALVE 2
1000 GAL. AST
FUEL TANK 4
10K
VALVE 11
8"
8"
VALVE 10
8"
VALVE 12
(FUTURE R13)
VALVE 14
OVERLOAD 1
TRUCK
OVERLOAD 2
TRUCK
STAND 3
TRUCK FILL
STAND 2
TRUCK FILL
STAND 1
TRUCK FILL
SHELTER
FILTER SEPARATOR
NEW RECEIPT
VALVE FSB
VALVE FSA
(FUTURE R14)
VALVE 13
FSR-1 FSR-2
G
CO
CO
CO
CO
CO
CO
CO
S
CO
1 2 3
4 5 6
KEY PLAN
SCALE = 1" = 500'
MD102
M E
C H
A N
IC
A L D
E M
O L
IT
O N
P H
A S
.R .M
M .L .H
M .T .S
M ic h a e l
T
S m it h
P .E e d x c c h
I:
d w g s
A m m
M N J
M D .d
J
M D
.d w
WHOLE. ONCE COMMISSIONING IS SUCCESSFUL, TURN OVER TO GOVERNMENT.
ONCE CONSTRUCTION OF PHASE 2 IS COMPLETE, COMMISSION THE SYSTEM AS A 7.
NEW FILTER SEPARATOR PAD.
RECEIPT FILTER SEPARATOR CANOPY IS TO BE SALVAGED AND REUSED AT THE
6. EXISTING RECEIPT FILTER SEPARATOR PAD IS TO BE DEMOLISHED. EXISTING
CONSTRUCT ALL NEW WORK ASSOCIATED WITH TANKS 3 AND 4.5.
SCRAPPED.
RETURNED TO GOVERNMENT. ALL OTHER EQUIPMENT IS TO BE REMOVED AND
CANOPY AND CONCRETE PAD TO REMAIN. FILLSTAND 3 & 4 NOZZLES TO BE
MECHANICAL AND ELECTRICAL EQUIPMENT FROM THE EXISTING PUMPHOUSE.
INSTALLED IMMEDIATELY AFTER ADJOINING PIPING IS REMOVED. REMOVE
APPURTENANCES). VALVE 10 SHALL BE ASSUMED TO BE LEAKING AND A FLANGE
(TANK 3 AND 4 WITHDRAWAL PIPING, PUMPHOUSE, TRUCK FILL STANDS AND
DEMOLITION: DEMOLISH THE EXISTING FUEL SYSTEM TO THE EXTENT SHOWN 4.
OF ATTACHED ELECTRICAL CONDUIT THAT WILL BE DEMOLISHED.
3. PROVIDE AND INSTALL NEW ELECTRICAL CONDUIT TO ALLOW FOR A REROUTING
RESIDUAL FUEL SHALL REMAIN.
THE BASE SHALL DRAIN THE PIPING MARKED FOR DEMOLITION ASSUMING 2.
THE BASE AND THE CONTRACTOR SHALL BOTH LOCK OUT/TAG OUT VALVES 10-14.1.
EXISTING TANK 3 AND TANK 4, DEMOLITION OF EXISTING FUELING SYSTEM
PHASE 2:
PHASE 2 DEMOLITION
PURPOSES, ASSUME 150 GASKETS ARE TO BE REMOVED AND DISPOSED OF.
SPECIFICATION 02 82 14.00 10 ASBESTOS HAZARD CONTROL ACTIVITIES. FOR BIDDING
GASKETS BETWEEN EXISTING PIPING CONNECTIONS CONTAIN ASBESTOS. SEE
NOTE:
M
G
E N
E R
A L R
E V
IS
IO
N S
/1
M
G
E N
E R
A L R
E V
IS
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/2
TO EXISTING TO EXISTING TO NEW
E-STOP E-STOP CONTROL
ROOM
SEE SHEET ES101
S O
L
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IT
A T
IO
N N
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D W
N B
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C K
D B
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D B
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2 3
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4 5
A
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D A
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IN
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A D
IS
T R
IC
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A H
A
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B R
A S
US ARMY CORPS
S Y
M B
O L
B Y
NUMBER
REFERENCE
E
D
"X
S A
V A
N N
A H D
IS
T R
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C O
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F E
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A R
M Y E
N G
IN
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R D
IS
T R
IC
T D
E S
C F
Y
R E
P L
A C
E P
U M
P H
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C K F
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L S
T A
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S
C A
T E
G O
R Y C
O D
E
M O
O D
Y A
F B
G A
A P
W
H N
R
EXISTING
MANUAL
500kVA
SERVICE
EXISTING
MAIN
BREAKER
EXISTING
EXISTING
E-STOP
DISC.
GEN.
SWITCH
EXISTING
TRANSFER
EXISTING
EXISTING
EXISTING
EXISTING XFMR.
DISC.RECEIPT
PUMP #2
125kW BACKUP
GENERATOR
EXISTING
12.47kV/480-277V
TRANSFORMER
PANEL A
75kVA 480/208V
EXISTING
ISSUE
PUMP #4
PUMP #3
ISSUE
EXISTING
EXISTING
200A
RECEIPT PUMP
DISC.
ISSUE PUMP
400A
EXISTING
600A
MAIN
DISC.
EXISTING
DISC.
EXISTING
ISSUE
PUMP #1
EXISTING
ISSUE
PUMP #2
EXISTING
RECEIPT
PUMP #1
XFMR.
J
1600A
400A
EPDS-10
ES401
L A
R G
E D E
L E
C T
R
IC
A L
S E
R V
IC
E A
R E
A
B J
W
B J
W M
R M
S L
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D
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IS
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NOTES:
DEMOLITION.
CD101-CD106 FOR MORE INFORMATION ON
EXISTING CIRCUITS. SEE DEMOLITION SHEETS
AS FAR AS POSSIBLE WITHOUT IMPACTING OTHER
4. REMOVE EXISTING CIRCUITS FOR ISSUE PUMPS
ELECTRICAL SITE PLAN.
3. SEE SHEET ES101 FOR CONTINUATION OF
600A MAIN DISCONNECT. SEE SHEET EP601.
MANUAL TRANSFER SWITCH BUT BEFORE EXISTING
SWITCHBOARD VIA BUS BAR. CONNECT AFTER
PUMP CONTROL ROOM TO MAIN DISTRIBUTION
2. CONNECT NEW UNDERGROUND CIRCUIT FROM
PROVIDED DURING CONSTRUCTION PHASES.
COORDINATE REMOVAL TO ENSURE POWER IS
1. REMOVE ALL HATCHED ELECTRICAL EQUIPMENT.
| G-001 1 COVER SHEET AND INDEX OF DRAWINGS |
| G-002 2 INDEX OF DRAWINGS |
| CS504 40 CONTAINMENT BASIN DETAILS |
| CG104 53 CIVIL GRADING PLAN - AREA 4 |
| CG105 54 CIVIL GRADING PLAN - AREA 5 |
| CG201 56 DRAINAGE PROFILES - SHEET 1 OF 1 |
| CG504 59A MANHOLE DETAILS |
| C-700 63A EROSION, SEDIMENT AND POLLUTION CONTROL PLAN GENERAL NOTES (1 OF 3) |
| C-700A 63B EROSION, SEDIMENT AND POLLUTION CONTROL PLAN GENERAL NOTES (2 OF 3) |
| C-700B 63C EROSION, SEDIMENT AND POLLUTION CONTROL PLAN GENERAL NOTES (3 OF 3) |
| C-701 63D EROSION AND SEDIMENT CONTROL PLAN PHASE 1 |
| C-702 63E EROSION AND SEDIMENT CONTROL PLAN PHASE 2 |
| C-703 63F EROSION AND SEDIMENT CONTROL PLAN PHASE 3 |
| C-704 63G EROSION AND SEDIMENT CONTROL DETAILS |
| C-705 63H EROSION AND SEDIMENT CONTROL DETAILS |
| C-706 63I GEORGIA UNIFORM CODING SYSTEM (1 OF 2) |
| C-707 63J GEORGIA UNIFORM CODING SYSTEM (2 OF 2) |
| C-708 63K TEMPORARY MULCHING AND GRASSING |
| C-709 63L PERMANENT GRASSING |
| C-710 63M EROSION AND SEDIMENT CONTROL DETAILS |
| C-711 63N EROSION, SEDIMENTATION & POLLUTION CONTROL CHECKLIST |
| CU503 71 LIFTSTATION DETAILS |
| MD102 75 MECHANICAL DEMOLITION - PHASE 2 |
| ES401 89 ENLARGED ELECTRICAL SERVICE AREA |
File details come from the government source that posted it. Updated .