W912HN-17-R-0011_AMD1.PDF
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W912HN-17-R-0011 AMD1 DRAWINGS
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| A.07.24_W912HN17R00110010.pdf | ||
| A.07.24_W912HN17R00110010_Conformed_Copy.pdf | ||
| amd9.pdf | ||
| 17R11vol1.pdf | ||
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| W912HN-17-R-0011_AMD2.PDF | ||
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M A T C H L
IN
E A R E A B
M A T C H L
IN
E A R E A A
MATCHLINE AREA "A"
MATCHLINE AREA "C"
UNK
x
UNK
x
UNK
x
UNK
x
U N
K x
UNK
x UNK x
UNK
x
U N
K x
UNK
x
UNK
x
UNK
x
U N
K x
C x
C x
C x
C x
C x
C x
U
N
K x
U
N
K x
U
N
K x
U
N
K x
U
N
K x
U
N
K x
U N
K x
U
N
K x
U N
K x
U
N
K x
UNK
x
UNK
x
U
N
K x
U
N
K x U
N K x
U N
K x
U N
K x
U
N
K x
U
N
K x
U
N
K x
U
N
K x
U
N
K x
U
N
K x
U
N
K x
U
N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
UNK
x
J A
B A
R
V E
HUMPHREY ST
T
GEN
RAPCON GEN SET
T
EXISTING
GEOTHERMAL
WELL FIELD
T
A/C UNIT
U N
K x
U N
K x
UNK
x
U N
K x
U N
K x
UNK
x
E P
D S
FUEL
1 2 3 4 5
U S
M
Y
C
O R
P
O
F
E
N G
I N
E E
R S
D
C
B
A
S A
V A
N N
H
D
I S
T R
I C
T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
F I L
E
N
A M
E
I S
S U
E
D
A T
E
C O
N T
R A
C T
N
S O
L I C
I T
A T
I O
N
N
O
C A
T E
G O
Y
D
E
US Army Corps of Engineers ®
SHEET ID
S E
Y M
O U
R
J O
H N
S O
N
A
F B
N
C
A T
C T
B
A S
E
O
M
P L
E X
M A
R K
D E
S C
R I P
T I O
N D
A T
E
C E r o j e c t
N o
T
P r o j e c t
M a n a g e r
C
H R
N
S O
N
C
S u m m e r v i l l e
S o u t h
C a r o l i n a
B A S E
O P S
A T C T
D I N I N G
F A C I L I T Y
B
B
J
E
W
H N
R
FOR CONSTRUCTION
SCALE:
1" = 20'
A1
CIVIL DEMOLITION PLAN - AREA "A"
LEGEND
GENERAL NOTES:
ASPHALT MILLING
LIMITS OF CONSTRUCTION
LIMITS OF
CONSTRUCTION
(BASE BID)
REMOVE WATER LINE
REMOVE CONCRETE SIDEWALK
REMOVE STORM DRAIN PIPE
REMOVE BOLLARDS AND CONCRETE PAVEMENT
REMOVE STORM DROP INLET, PROVIDE INLET
PROTECTION UNTIL INLET IS REMOVED
REMOVE FENCING
REMOVE CONCRETE AND SALVAGE
EXISTING BIKE RACK
REMOVE TREE
REMOVE TELEPHONE/LIGHT POLE AND
COMMUNICATIONS BOX (SEE ELECTRICAL
FOR DEMOLITION)
REMOVE LIGHT POLE (REMOVED BY
GOVERNMENT UNDER ANOTHER PROJECT)
REMOVE ASPHALT PAVEMENT
REMOVE 8' CMU WALL AND FOOTING
REMOVE CONCRETE CURB & GUTTER
REMOVE CONCRETE PAVEMENT
REMOVE CONCRETE VALLEY GUTTER
DEMOLITION KEYNOTES:
DC1
DESCRIPTIONNO.
DC2
DC3
DC1
DC5
DC4
DC5
DC6
DC7
DC8
DC9
DC10
DC11
DC12
DC13
DC14
DC15
DC7
DC8
DC13
DC12
DC4
DC11
DC9
DC1
DC4
DC15
DC7
DC9
DC4
DC10
DC1
DC14
DC1
DC5
DC6
DC3
DC1
GRAPHIC SCALE
SCALE: 1" = 20'
20' 0 20' 40'
DC2
DC1
N
DC16
REMOVE POLE AND ELECTRICAL LINES,
RELOCATE ANTENNA ON BASE OPS (SEE
ELECTRICAL FOR DEMOLITION)
DC16
SEE GENERAL NOTE 6
SEE GENERAL
NOTE 6
SEE
GENERAL
NOTE 6
C E
C
D
D
W G
T E
S
J R
C
C J H
D S
F
CD102
C I V
L
M
O L
I T
I O
N
P
L A
N
A
R E
A
A
DC7
DC7
REMOVE FIRE HYDRANT AND BOLLARDS
DC17
CUT & CAP (SEE UTILITY SHEETS)
DC18
REMOVE BASKETBALL GOAL, SALVAGE, &
PROVIDE TO GOVERNMENT
DC19
DC17
DC17
DC18
DC14
DC7
DC6
1. SEE CD101 FOR SITE AREA LOCATIONS .
2. SEE CD101 FOR OVERALL DEMOLITION PLAN NOTES.
3. CONTRACTOR TO INSTALL CONSTRUCTION FENCING AT LIMITS OF
CONSTRUCTION UNLESS OTHERWISE NOTED. ALL CONSTRUCTION
FENCING TO BE 6' HIGH CHAIN LINK FENCE COVERED WITH "SEYMOUR
JOHNSON DARK BROWN" FABRIC MESH.
4. CONTRACTOR TO COMPLETE ALL WORK IN THIS AREA IMMEDIATELY
AFTER INSTALLING EROSION CONTROL MEASURES PRIOR TO
BEGINNING ANY OTHER WORK.
5. SEE CG001 FOR CONSTRUCTION SEQUENCE.
6. SEE ELECTRICAL PLAN SHEETS FOR COMMUNICATION / ELECTRICAL
DEMOLITION.
7. CONTRACTOR TO PROTECT EXISTING GEOTHERMAL WELL FIELD
INDICATED ON PLANS THROUGHOUT THE DURATION OF
CONSTRUCTION. IF GEOTHERMAL WELL FIELD IS DAMAGED BY THE
CONTRACTOR, IT WILL BE REPAIRED BY THE CONTRACTOR AT NO
ADDITIONAL COST TO THE GOVERNMENT.
8. ABANDONED ASBESTOS STEAM LINES CONNECT TO THE EXISTING
STEAM PIT AT CORNER OF JABARA AVE. & HUMPHREY STREET AND
EXIST ALONG JABARA AVE. ABANDONED ASBESTOS STEAM LINES
ENCOUNTERED WILL BE PROPERLY REMOVED (IF NECESSARY AND
APPROVED BY THE COE RESIDENT ENGINEER) BY THE CONTRACTOR
AS PART OF BID OPTION #7. CONTRACTOR TO PROVIDE A LINEAR FOOT
COST FOR PAYMENT FOR REMOVAL, DISPOSAL, AND ASSOCIATED
EARTHWORK ON AN ESTIMATED QUANTITY OF 240 LF.
9. OLD REMAINING BURIED CONCRETE STRUCTURES / FOUNDATIONS,
NOT SHOWN ON THE DRAWING, MAY EXIST IN THE AREA OF THE
PROPOSED BUILDING FOOTPRINT. CONTRACTOR IS TO INCLUDE COST
PER CUBIC YARD FOR REMOVAL, DISPOSAL, AND ASSOCIATED
EARTHWORK OF AN ESTIMATED 200 CY OF CONCRETE IN BID OPTION
#5. NOTIFY THE COE RESIDENT ENGINEER OF ANY CONCRETE
MATERIAL ENCOUNTERED PRIOR TO REMOVAL.
10. CONTRACTOR MUST BE AWARE THAT THE PROJECT AREA IS IN A
SECURE FLIGHT LINE AREA; THEREFORE, THE CONTRACTOR MUST
MAINTAIN THE CONSTRUCTION FENCE PERIMETER TO PROHIBIT
ACCESS TO THE FLIGHT LINE THROUGH THE CONSTRUCTION SITE.
11. CONTRACTOR TO INSTALL FOREIGN OBJECT DEBRIS (FOD) FENCING AS
SHOWN. ALL EFFORTS WILL BE MADE TO ELIMINATE (FOD) AND REDUCE
FOD LIKELIHOOD IN PROJECT LIMITS WITHIN THE FLIGHT LINE AREA.
DC2
DC1
DC1
TEMPORARY
SIGN STATING
- PEDESTRIAN
ACCESS TO
FLIGHT
KITCHEN &
RAPCON (SEE
GENERAL
NOTE 4)
CONTRACTOR TO INSTALL
PERMANENT 6' WIDE
CONCRETE SIDEWALK
PRIOR TO DEMOLITION
WORK FOR TEMPORARY
ACCESS TO FLIGHT LINE
KITCHEN AND RAPCON
(SEE GENERAL NOTE 4)
CONSTRUCTION
FENCING (SEE
GENERAL NOTE 3)
LIMITS OF
CONSTRUCTION
(BASE BID)
CONTRACTOR TO
INSTALL
CONSTRUCTION
FENCING AS
SHOWN BEGINNING
HERE (SEE
GENERAL NOTE 3)
DC2
DC18
DC11
DC18
DC20
SEE GENERAL
NOTE 4
DC6
DC14
DC14
DC4
DC14
CONSTRUCTION
FENCING (SEE
GENERAL NOTE 3)
BID OPTION #1
BID OPTION #1
BID OPTION #1
BID OPTIONS:
BID OPTION #1 = DINING ADDITION
BID OPTION #7 = ASBESTOS STEAM LINE REMOVAL
BID OPTION #5 = CONCRETE MATERIAL REMOVAL
DC2
DC2
REMOVE FUEL TANK (SEE ELECTRICAL DEMOLITION)
DC21
DC20
DC4
REMOVE ELECTRICAL EQUIPMENT
(SEE ELECTRICAL DEMOLITION)
DC22
DC21
PROVIDE TYPE III BARRICADES,
WITH CONSTRUCTION TRAFFIC
ONLY & DO NOT ENTER SIGN.
X X
X X
X X
X X
X X
DC4
REMOVE CONCRETE RETAINING WALL
DC22
CONTRACTOR RESPONSIBLE FOR
REMOVAL & REPLACEMENT,
COORDINATE CONSTRUCTION
WITH PIEDMONT NG
CONSTRUCTION
FENCING
VEHICULAR GATE
DC14
DC1
DC14
DC2
DC19
DC19
FOREIGN OBJECT
DEBRIS (FOD)
BARRICADE (SEE
GENERAL NOTE 11)
FOREIGN OBJECT DEBRIS (FOD) FENCING
REROUTE STORM DRAIN PIPE:
INSTALL GRATE INLET # 1-2,
CURB INLET # 1-2, AND STORM
DRAIN LINE #6 BEFORE
REMOVING STORM DRAIN PIPE
(SEE CG102)
DC18
DC6
DC23
DC23
FILL WITH FLOWABLE FILL & ABANDON IN PLACE
FILL HOLE WITH
CONCRETE
CONTRACTOR TO INSTALL CONSTRUCTION
FENCING AS SHOWN BEGINNING HERE
(SEE GENERAL NOTE 3)
SEE ROAD
CLOSURE NOTE
CONSTRUCTION FENCING
CONTRACTOR TO KEEP MINIMUM OF ONE LANE OPEN AT ALL
TIMES DURING CONSTRUCTION. CONTRACTOR TO NOTIFY
COE RESIDENT ENGINEER WHEN PERFORMING ROAD WORK
ON HUMPHREY STREET THAT WILL REQUIRE FULL ROAD
CLOSURE. CONTRACTOR TO LIMIT FULL ROAD CLOSURE TO
THE SHORTEST TIME POSSIBLE.
ROAD CLOSURE NOTE:
DC24
DC24
REMOVE (2) BOLLARDS, ASPHALT PAVEMENT,
CONCRETE ISLAND, KEYPAD, AND TWO DROP
BARRIER ARMS, (SEE ELECTRICAL)
CAUTION:
PROTECT (4)
KNOWN UTILITY
CONDUITS
ALONG ALL OF
JABARA AVE
DC5
DC18
SEE GENERAL
NOTE 8 (BID
OPTION #7)
SEE GENERAL
NOTE 9
(BID OPTION #5)
DC25
MILL PAVEMENT FOR ADJOINING PAVEMENT
DC25
DC25
DC25
LIMITS OF
CONSTRUCTION
(BID OPTION #1)
FOREIGN OBJECT
DEBRIS (FOD)
BARRICADE (SEE
GENERAL NOTE 11)
DC25
DC14
EXISTING
BOLLARDS TO
REMAIN
TO BE REMOVED
BID OPTIONS
SEE SHEET G-007 FOR
DESCRIPTION OF BID OPTIONS
RELOCATE
EPDS (SEE
ELECTRICAL)
06-30-2017
R E
V
IS
E D
IA
W
A M
E N
D M
E N
T
ATCT & BASE OPS
A
B A
E
HUMPHREY ST
60.00
13.00
30.00
13.00
1 2 3 4 5
M
Y
C
O R
E
N G
I N
E E
R S
D
C
B
A
S A
V A
N N
S
T R
I C
T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
F I L
E
N
A M
E
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
C A
T E
G O
D
E
US Army Corps of Engineers ®
SHEET ID
S E
Y M
O U
R
J O
H N
S O
N
A
F B
N
C
A T
C T
B
A S
E
O
M
P L
E X
C E o j e c t
N o
T
P r o j e c t
M a n a g e r
C
H R
N
S O
N
C
S u m m e r v i l l e
S o u t h
C a r o l i n a
B A S E
O P S
A T C T
D I N I N G
F A C I L I T Y
B
B
W
H N
R
FOR CONSTRUCTION
SCALE:
1" = 30'
A1
CIVIL AT/FP PLAN - AREA "A"
DINING FACILITY
ADDITION
(BID OPTION #1)
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
EXISTING
W
NEW
CONCRETE SIDEWALK
BUILDING OUTLINE
EDGE OF PAVEMENT
WALL
FENCE LINE
CURB & GUTTER
PAVEMENT MARKING
BOLLARD
LIMITS OF CONSTRUCTION
ASPHALT PAVEMENT
LEGEND
GENERAL NOTE:
1. SEE CS101 FOR SITE AREA LOCATIONS.
2. SEE CS101 FOR CIVIL SITE PLAN NOTES.
3. CONTRACTOR TO MAINTAIN ACCESS TO KITCHEN FOR
FLIGHTLINE PERSONNEL.
4. CONTRACTOR MUST ACQUIRE FLIGHT LINE ACCESS APPROVAL
OR MUST BE ESCORTED ONTO THE FLIGHT LINE.
GRAPHIC SCALE
SCALE: 1" = 30'
30' 0 30' 60'
N
AT/FP STANDOFF
MINIMUM STANDOFF DISTANCE
C E
C
S
D
W G
T E
S
J R
C
C J H
D S
F
CS103
C I V
F
P
P
L A
N
A
R E
A
A
SIGN
CONVENTIONAL CONSTRUCTION
STANDOFF DISTANCE FOR BASE OPS
DESIGN STANDOFF DISTANCE
& UNOBSTRUCTED SPACE
PARKING FOR OPERATIONAL
SUPPORT VEHICLES ONLY
MECHANICAL YARD WITH
CHAIN LINK TOP ENCLOSURE
(SEE A-205 FOR LIMITS)
ACCESS TO SECURE
FLIGHT LINE
BOUNDARY OF
SECURE FLIGHT LINE
DESIGN STANDOFF DISTANCE
& UNOBSTRUCTED SPACE
MINIMUM STANDOFF DISTANCE
CONVENTIONAL CONSTRUCTION STANDOFF
DISTANCE FOR DINING FACILITY ADDITION
BUILDING LOCATION:
BUILDING CATEGORY:
APPLICABLE LEVEL OF PROTECTION:
MINIMUM STANDOFF DISTANCE:
APPLICABLE EXPLOSIVE WEIGHT:
BUILDING WALL TYPE:
CONVENTIONAL CONSTRUCTION
STANDOFF DISTANCE:
DESIGN STANDOFF DISTANCE FOR
WINDOWS & DOORS:
UNOBSTRUCTED SPACE:
GREATER THAN 200 FEET INSIDE
CONTROLLED PERIMETER
PRIMARY GATHERING
LOW
13 FEET
II
LOAD BEARING REINFORCED
MASONRY
30 FEET
60 FEET
60 FEET
AT/FP CRITERIA - BASE OPS & DINING FACILITY ADDITION:
SECURE
FLIGHT LINE
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
BRADFORD PEAR (B PEAR)
BID OPTIONS
SEE SHEET G-007 FOR
DESCRIPTION OF BID OPTIONS
06-30-2017
M A
R K
D E
S C
R I P
T I O
N D
A T
E
R E
V
IS
E D
IA
W
A M
E N
D M
E N
T
T C H L
IN
E A R E A B
M A T C H L
IN
E A R E A A
MATCHLINE AREA "A"
MATCHLINE AREA "C"
C x
C x
C x
C x
C x
C x
J A
B A
E
HUMPHREY ST
M
T
GEN
M
RAPCON GEN SET
T
EXISTING
GEOTHERMAL
WELL FIELD
T
A/C UNIT
M
M
T
GEN
GEN
CH-1
CH-2
HVAC
E P
D S
FUEL
1 2 3 4 5
M
Y
C
O R
E
N G
I N
E E
R S
D
C
B
A
S A
V A
N N
S
T R
I C
T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
F I L
E
N
A M
E
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
C A
T E
G O
D
E
US Army Corps of Engineers ®
SHEET ID
S E
Y M
O U
R
J O
H N
S O
N
A
F B
N
C
A T
C T
B
A S
E
O
M
P L
E X
C E o j e c t
N o
T
P r o j e c t
M a n a g e r
C
H R
N
S O
N
C
S u m m e r v i l l e
S o u t h
C a r o l i n a
B A S E
O P S
A T C T
D I N I N G
F A C I L I T Y
B
B
W
H N
R
FOR CONSTRUCTION
SCALE:
1" = 20'
A1
CIVIL SITE PLAN - AREA "A"
14' HIGH CMU WALL & CONCRETE
SLAB FOR MECHANICAL YARD
(SEE ARCHITECTURAL SHEETS)
ATCT & BASE OPS
6' WIDE CONCRETE
SIDEWALK
(3) BIKE RACKS W/ 33
BIKE SPACES TOTAL
DINING FACILITY
ADDITION
(BID OPTION #1)
(5) 8" REMOVABLE
BOLLARDS (TYP)
(BID OPTION #1)
(3) VEHICLE
PARKING SPACES
6' WIDE CONCRETE
SIDEWALK
(2) CARPOOL/VANPOOL VEHICLE
SPACES WITH SIGNS
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
LIMITS OF CONSTRUCTION
(BASE BID)
6' WIDE CONCRETE
SIDEWALK
(BID OPTION #1)
12' x 14'
CONCRETE SLAB
LEGEND
GENERAL NOTE:
ASPHALT
PAVEMENT
(BID OPTION #1)
24" CONCRETE
CURB & GUTTER
HEAVY DUTY
CONCRETE
PAVEMENT
MECHANICAL
ROOM DOOR
FORK LIFT DRIVE
ACCESS DRIVE
HEAVY DUTY
ASPHALT PAVEMENT
OVERLAY ADJOINING
PAVEMENT
14' HIGH CMU WALL, MATCH
HEIGHT OF EXISTING MECHANICAL
YARD WALLS (SEE
ARCHITECTURAL SHEETS)
GATE (SEE
ARCHITECTURAL SHEETS)
GRAPHIC SCALE
SCALE: 1" = 20'
20' 0 20' 40'
24" CONCRETE
CURB & GUTTER
N
(3) VEHICLE
PARKING SPACES
6' PEDESTRIAN GATE
CONCRETE
FLUME
C E
C
S
D
W G
T E
S
J R
C
C J H
D S
F
CS104
C I V
T
E
P
L A
N
A
R E
A
A
(1) ADA HANDICAP
PARKING SPACE
WITH SIGN
CONCRETE STAIRS WITH
HANDRAILS (SEE
ARCHITECTURAL)
AREA OF INSET 1
(SEE CS105)
6' PEDESTRIAN GATE
(6) 6" BOLLARDS
1. SEE CS101 FOR SITE AREA LOCATIONS.
2. SEE CS101 FOR CIVIL SITE PLAN NOTES.
3. CONTRACTOR TO PROTECT EXISTING GEOTHERMAL
WELL FIELD INDICATED ON PLANS THROUGHOUT THE
DURATION OF CONSTRUCTION. IF GEOTHERMAL WELL
FIELD IS DAMAGED BY THE CONTRACTOR, IT WILL BE
REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL
COST TO THE GOVERNMENT.
4. ABANDONED ASBESTOS STEAM LINES CONNECT TO THE
EXISTING STEAM PIT AT CORNER OF JABARA AVE. &
HUMPHREY STREET AND EXIST ALONG JABARA AVE.
ABANDONED ASBESTOS STEAM LINES ENCOUNTERED
WILL BE PROPERLY REMOVED (IF NECESSARY AND
APPROVED BY THE COE RESIDENT ENGINEER) BY THE
CONTRACTOR AS PART OF BID OPTION #7. CONTRACTOR
TO PROVIDE A LINEAR FOOT COST FOR PAYMENT FOR
REMOVAL, DISPOSAL, AND ASSOCIATED EARTHWORK ON
AN ESTIMATED QUANTITY OF 240 LF.
5. OLD REMAINING BURIED CONCRETE STRUCTURES /
FOUNDATIONS, NOT SHOWN ON THE DRAWING, MAY
EXIST IN THE AREA OF THE PROPOSED BUILDING
FOOTPRINT. CONTRACTOR IS TO INCLUDE COST PER
CUBIC YARD FOR REMOVAL, DISPOSAL, AND ASSOCIATED
EARTHWORK OF AN ESTIMATED 200 CY OF CONCRETE IN
BID OPTION #5. NOTIFY THE COE RESIDENT ENGINEER OF
ANY CONCRETE MATERIAL ENCOUNTERED PRIOR TO
REMOVAL.
6. CONTRACTOR MUST BE AWARE THAT THE PROJECT
AREA IS IN A SECURE FLIGHT LINE AREA; THEREFORE,
THE CONTRACTOR MUST MAINTAIN THE CONSTRUCTION
FENCE PERIMETER TO PROHIBIT ACCESS TO THE FLIGHT
LINE THROUGH THE CONSTRUCTION SITE.
BID OPTIONS:
BID OPTION #1 = DINING ADDITION
BID OPTION #7 = ASBESTOS STEAM
LINE REMOVAL
BID OPTION #5 = CONCRETE
MATERIAL REMOVAL
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
PAVEMENT
HEAVY DUTY
CONCRETE PAVEMENT
CONCRETE
PAVEMENT
CONCRETE
SIDEWALK
6" HEADER CURB
ADA RAMP #2
(SEE C-506)
ADA RAMP #2
(SEE C-506)
ADA RAMP #2
(SEE C-506)
13 LF OF HAND
RAIL (SEE
ARCHITECTURAL)
GATE (SEE
ARCHITECTURAL SHEETS)
EXISTING NEW
BUILDING OUTLINE
UNDERGROUND TELEPHONE
FIBER OPTIC LINE
STORM DRAIN LINE
SANITARY SEWER LINE
DOMESTIC WATER LINE
UNKNOWN UTILITY LINE
NATURAL GAS LINE
UNDERGROUND ELECTRICAL LINE
EDGE OF PAVEMENT
WALL
FENCE LINE
CURB & GUTTER
PAVEMENT MARKING
SEWER MANHOLE
LIMITS OF CONSTRUCTION
FIRE WATER LINE
SILT FENCE
UNDERGROUND SECONDARY
ELECTRICAL LINE
UNDERGROUND
COMMUNICATIONS LINE
CONCRETE SIDEWALK
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
ASPHALT PAVEMENT
UNK
x
SURVEY SYMBOL
CLEANOUT
WATER VALVE
STORM DRAIN MANHOLE/INLET
HYDRANT
POWER POLE
LIGHT POLE
COMMUNICATIONS STRUCTURE
BOLLARD
POST INDICATOR VALVE
BRADFORD PEAR (B PEAR)
NATURAL GAS VALVE
SIGN
GEOTHERMAL WELL FIELD
CONTRACTOR RESPONSIBLE FOR
REMOVAL & REPLACEMENT,
COORDINATE CONSTRUCTION
WITH PIEDMONT NG
HEAVY DUTY
ASPHALT PAVEMENT
8' PEDESTRIAN GATE
REINFORCED
CONCRETE
PAVEMENT
(TYP.)
BOLLARD
STORAGE
LOCATION
(BID OPTION #1)
ORNAMENTAL FENCE W/
CONCRETE MOW STRIP
ORNAMENTAL FENCE W/
CONCRETE MOW STRIP
ORNAMENTAL FENCE
COLUMN (TYP.)
24" CONCRETE
CURB & GUTTER
3' OVERLAY
ADJOINING PAVEMENT
THICKENED
EDGE JOINT
THICKENED
EDGE JOINT
THICKENED
EDGE JOINT
THICKENED EDGE JOINT
GATE (SEE
ARCHITECTURAL SHEETS)
LIMITS OF CONSTRUCTION
(BASE BID)
LIMITS OF
CONSTRUCTION
(BID OPTION #1)
4" DOUBLE SOLID
YELLOW LINE (TYP)
BOLLARD STORAGE
LOCATION
(4) 8" REMOVABLE
BOLLARDS (TYP.)
OVERLAY ADJOINING
PAVEMENT
SLIDE GATE POST
BID OPTIONS
SEE SHEET G-007 FOR
DESCRIPTION OF BID OPTIONS
6' WIDE CONCRETE
SIDEWALK
CONCRETE WHEEL
STOP (TYP.)
FUEL TANK (SEE
ELECTRICAL)
06-30-2017
M A
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D E
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IS
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IA
W
A M
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D M
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T
T C H L
IN
E A R E A B
M A T C H L
IN
E A R E A A
MATCHLINE AREA "A"
MATCHLINE AREA "C"
J A
B A
E
HUMPHREY ST
T
GEN
RAPCON GEN SET
T T
R
R
R
R
R
R
R
R
R
R
R
R
6.0'
R
5.5'
8.0'
A/C UNIT
31 32
149 150
198 199
T
GEN
GEN
CH-1
CH-2
HVAC
FUEL
1 2 3 4 5
M
Y
C
O R
E
N G
I N
E E
R S
D
C
B
A
S A
V A
N N
S
T R
I C
T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
F I L
E
N
A M
E
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
C A
T E
G O
D
E
US Army Corps of Engineers ®
SHEET ID
S E
Y M
O U
R
J O
H N
S O
N
A
F B
N
C
A T
C T
B
A S
E
O
M
P L
E X
C E o j e c t
N o
T
P r o j e c t
M a n a g e r
C
H R
N
S O
N
C
S u m m e r v i l l e
S o u t h
C a r o l i n a
B A S E
O P S
A T C T
D I N I N G
F A C I L I T Y
B
B
W
H N
R
FOR CONSTRUCTION
SCALE:
1" = 20'
A1
CIVIL STAKING PLAN - AREA "A"
ATCT & BASE OPS
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
LEGEND
GENERAL NOTE:
GRAPHIC SCALE
SCALE: 1" = 20'
20' 0 20' 40'
N
C E
C
S
D
W G
T E
S
J R
C
C J H
D S
F
CS114
C I V
A
K I N
G
P
L A
N
A
R E
A
A
1. SEE CS113 FOR SITE AREA LOCATIONS AND NOTES.
2. SEE CS101 FOR CIVIL SITE PLAN NOTES.
3. SEE SHEETS CS122 AND CS123 FOR STAKING POINT
TABLES.
4. CONTRACTOR TO PROTECT EXISTING GEOTHERMAL
WELL FIELD INDICATED ON PLANS THROUGHOUT THE
DURATION OF CONSTRUCTION. IF GEOTHERMAL WELL
FIELD IS DAMAGED BY THE CONTRACTOR, IT WILL BE
REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL
COST TO THE GOVERNMENT.
8. ABANDONED ASBESTOS STEAM LINES CONNECT TO THE
EXISTING STEAM PIT AT CORNER OF JABARA AVE. &
HUMPHREY STREET AND EXIST ALONG JABARA AVE.
ABANDONED ASBESTOS STEAM LINES ENCOUNTERED
WILL BE PROPERLY REMOVED (IF NECESSARY AND
APPROVED BY THE COE RESIDENT ENGINEER) BY THE
CONTRACTOR AS PART OF BID OPTION #7.
CONTRACTOR TO PROVIDE A LINEAR FOOT COST FOR
PAYMENT FOR REMOVAL, DISPOSAL, AND ASSOCIATED
EARTHWORK ON AN ESTIMATED QUANTITY OF 240 LF.
9. OLD REMAINING BURIED CONCRETE STRUCTURES /
FOUNDATIONS, NOT SHOWN ON THE DRAWING, MAY
EXIST IN THE AREA OF THE PROPOSED BUILDING
FOOTPRINT. CONTRACTOR IS TO INCLUDE COST PER
CUBIC YARD FOR REMOVAL, DISPOSAL, AND
ASSOCIATED EARTHWORK OF AN ESTIMATED 200 CY OF
CONCRETE IN BID OPTION #5. NOTIFY THE COE
RESIDENT ENGINEER OF ANY CONCRETE MATERIAL
ENCOUNTERED PRIOR TO REMOVAL.
10. CONTRACTOR MUST BE AWARE THAT THE PROJECT
AREA IS IN A SECURE FLIGHT LINE AREA; THEREFORE,
THE CONTRACTOR MUST MAINTAIN THE CONSTRUCTION
FENCE PERIMETER TO PROHIBIT ACCESS TO THE
FLIGHT LINE THROUGH THE CONSTRUCTION SITE.
STAKING POINT
LIMITS OF
CONSTRUCTION
(BASE BID)
LIMITS OF
CONSTRUCTION
(BASE BID)
EXISTING NEW
BUILDING OUTLINE
FIBER OPTIC LINE
STORM DRAIN LINE
SANITARY SEWER LINE
DOMESTIC WATER LINE
UNKNOWN UTILITY LINE
NATURAL GAS LINE
UNDERGROUND ELECTRICAL LINE
EDGE OF PAVEMENT
WALL
FENCE LINE
CURB & GUTTER
PAVEMENT MARKING
SEWER MANHOLE
LIMITS OF CONSTRUCTION
FIRE WATER LINE
SILT FENCE
UNDERGROUND SECONDARY
ELECTRICAL LINE
UNDERGROUND
COMMUNICATIONS LINE
CONCRETE SIDEWALK
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
ASPHALT PAVEMENT
UNK
x
SURVEY SYMBOL
CLEANOUT
WATER VALVE
STORM DRAIN MANHOLE/INLET
HYDRANT
POWER POLE
LIGHT POLE
COMMUNICATIONS STRUCTURE
BOLLARD
POST INDICATOR VALVE
BRADFORD PEAR (B PEAR)
NATURAL GAS VALVE
SIGN
BID OPTIONS:
BID OPTION #1 = DINING ADDITION
BID OPTION #7 = ASBESTOS STEAM LINE REMOVAL
BID OPTION #5 = CONCRETE MATERIAL REMOVAL
BID OPTION #1
LIMITS OF
CONSTRUCTION
(BID OPTION #1)
BID OPTIONS
SEE SHEET G-007 FOR
DESCRIPTION OF BID OPTIONS
06-30-2017
M A
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A M
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D M
E N
T
T C H L
IN
E A R E A B
M A T C H L
IN
E A R E A A
MATCHLINE AREA "A"
MATCHLINE AREA "C"
UNK
x
UNK
x
UNK
x
UNK
x
U N
K x
UNK
x U N
K x
UNK
x
U N
K x
UNK
x
UNK
x
UNK
x
U N
K x
C x
C x
C x
C x
C x
C x
U
N
K x
U
N
K x U
N K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
UNK
x
J A
B A
E
HUMPHREY ST
M
T
GEN
M
RAPCON GEN SET
T
T
A/C UNIT
93.02
93.50
93.50
93.50
90.45
89.78
90.90
92.87
92.87
93.04
92.32
92.59
92.48
92.43
92.48
92.11
92.06
92.11
93.05
92.64
92.74
92.27
92.32
91.9392.08
92.03
92.08
93.44
93.12
93.02
93.17
93.38
93.11
92.87
92.91
93.50
93.20
93.50
93.40
93.55
93.40
93.50
88.78
93.38
88.88
89.38
89.28
91.67
92.89
93.50
93.50
93.50
93.39
93.50
93.50
90.42
90.02
93.45
90.35
89.30
91.50
90.38
92.87
89.91
90.78
91.03
90.59
91.41
93.13
93.18
92.25
93.50
94.19
94.00
93.40
93.28
92.89
93.70
93.30
93.05
93.17
92.94
93.32
93.30
93.20
93.30
93.28
93.16
93.50
92.80
93.32
92.55
92.48
M
M
U N
K x
U N
K x
UNK
x
U N
K x
U N
K x
UNK
x
T
GEN
GEN
CH-1
CH-2
HVAC
E P
D S
FUEL
EXISTING
GEOTHERMAL
WELL FIELD
1 2 3 4 5
M
Y
C
O R
E
N G
I N
E E
R S
D
C
B
A
S A
V A
N N
S
T R
I C
T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
F I L
E
N
A M
E
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
C A
T E
G O
D
E
US Army Corps of Engineers ®
SHEET ID
S E
Y M
O U
R
J O
H N
S O
N
A
F B
N
C
A T
C T
B
A S
E
O
M
P L
E X
C E o j e c t
N o
T
P r o j e c t
M a n a g e r
C
H R
N
S O
N
C
S u m m e r v i l l e
S o u t h
C a r o l i n a
B A S E
O P S
A T C T
D I N I N G
F A C I L I T Y
B
B
W
H N
R
FOR CONSTRUCTION
SCALE: 1" = 20'
A1
GRADING & STORM DRAINAGE PLAN - AREA "A"
ATCT & BASE OPS
LIMITS OF
CONSTRUCTION
(BASE BID)
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
GENERAL NOTES:
GRAPHIC SCALE
SCALE: 1" = 20'
20' 0 20' 40'
FFE = 93.54'
FFE = MATCH
EXISTING
KITCHEN FFE
N
134 LF OF 15"
RCP @ 0.30%
CLEANOUT (TYP.)
C E
C
G
D
W G
T E
S
J R
C
C J H
D S
F
CG102
G R
A D
I N
G
O
A
I N
A G
E
P
L A
N
A
R E
A
A
33 LF OF 15"
RCP @ 1.00%
128 LF OF 15"
RCP @ 0.80%
45 LF OF 15"
RCP @ 0.80%
41 LF OF 12"
RCP @ 3.10%
49 LF OF 10"
PVC @ 1.12%
GRATE INLET #5
RIM=93.27'
IE=88.55'
GRATE INLET #4
RIM=92.44'
IE=88.00'
GRATE INLET #3
RIM=91.70'
IE=86.73'
GRATE INLET #2
RIM=91.50'
IE=86.33'
CURB INLET #2
RIM=89.54'
IE=86.66'
CURB INLET #1
RIM=91.40'
IE=87.68'
GRATE INLET #1
RIM=91.44'
IE=88.04'
SD LINE 1
(SEE SHEET C-301)
TIE TO EXISTING
DROP INLET @ IE:87.40'
CONSTRUCT GRATE
INLET ON EXISTING
STORM DRAIN PIPE
CONSTRUCT GRATE
INLET ON EXISTING
STORM DRAIN PIPE
32 LF OF 10"
PVC @ 2.06%
19 LF OF 6" PVC
@ MIN. 1.00%
9 LF OF 6" PVC
@ MIN. 1.00%
TIE TO EXISTING ROOF
DRAIN DOWN SPOUT (TYP)
16 LF OF 6" PVC
@ MIN. 1.0%
GRATE INLET #6
RIM=93.32'
IE=89.21'
14 LF OF 6" PVC
@ MIN. 1.0%
TIE TO ROOF DRAIN
DOWN SPOUT W/
CLEANOUTS (TYP)
TIE TO EXISTING ROOF
DRAIN DOWN SPOUT
72 LF OF 6" PVC
@ MIN. 1.00%
3 LF OF 6" PVC
@ MIN. 1.00%
TIE TO EXISTING ROOF
DRAIN DOWN SPOUT
AND MAIN W/
CLEANOUT
35 LF OF 6" PVC
@ MIN. 1.00%
1. SEE CG101 FOR SITE AREA LOCATIONS.
2. SEE CG101 GRADING & STORM DRAINAGE NOTES.
3. CONTRACTOR TO PROTECT EXISTING GEOTHERMAL WELL
FIELD INDICATED ON PLANS THROUGHOUT THE DURATION
OF CONSTRUCTION. IF GEOTHERMAL WELL FIELD IS
DAMAGED BY THE CONTRACTOR, IT WILL BE REPAIRED BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE
GOVERNMENT.
4. ABANDONED ASBESTOS STEAM LINES CONNECT TO THE
EXISTING STEAM PIT AT CORNER OF JABARA AVE. &
HUMPHREY STREET AND EXIST ALONG JABARA AVE.
ABANDONED ASBESTOS STEAM LINES ENCOUNTERED
WILL BE PROPERLY REMOVED (IF NECESSARY AND
APPROVED BY THE COE RESIDENT ENGINEER) BY THE
CONTRACTOR AS PART OF BID OPTION #7. CONTRACTOR
TO PROVIDE A LINEAR FOOT COST FOR PAYMENT FOR
REMOVAL, DISPOSAL, AND ASSOCIATED EARTHWORK ON
AN ESTIMATED QUANTITY OF 240 LF.
5. OLD REMAINING BURIED CONCRETE STRUCTURES /
FOUNDATIONS, NOT SHOWN ON THE DRAWING, MAY EXIST
IN THE AREA OF THE PROPOSED BUILDING FOOTPRINT.
CONTRACTOR IS TO INCLUDE COST PER CUBIC YARD FOR
REMOVAL, DISPOSAL, AND ASSOCIATED EARTHWORK OF
AN ESTIMATED 200 CY OF CONCRETE IN BID OPTION #5.
NOTIFY THE COE RESIDENT ENGINEER OF ANY CONCRETE
MATERIAL ENCOUNTERED PRIOR TO REMOVAL.
6. CONTRACTOR MUST BE AWARE THAT THE PROJECT AREA
IS IN A SECURE FLIGHT LINE AREA; THEREFORE, THE
CONTRACTOR MUST MAINTAIN THE CONSTRUCTION
FENCE PERIMETER TO PROHIBIT ACCESS TO THE FLIGHT
LINE THROUGH THE CONSTRUCTION SITE.
SD LINE 6
(SEE SHEET C-302)
BID OPTIONS:
BID OPTION #1 = DINING ADDITION
BID OPTION #7 = ASBESTOS STEAM LINE REMOVAL
BID OPTION #5 = CONCRETE MATERIAL REMOVAL
LIMITS OF
CONSTRUCTION
(BASE BID)
45 LF OF 6" TRENCH DRAIN
SLOPE FROM SOUTH END IE
TOWARD OUTLET @ MIN. 0.5%.
RIM ELEVATION TO MATCH
FINISHED GRADE
12 LF OF 6" PVC
@ MIN. 1.00%
SLOPE CONCRETE MIN.
2% FROM BUILDING
17 LF OF 6" PVC
@ MIN. 1.00%
5 LF OF 6" PVC
@ MIN. 1.00%
17 LF OF 6" PVC
@ MIN. 1.00%
22 LF OF 6" PVC
@ MIN. 1.00%
48 LF OF 6" PVC
@ MIN. 1.00%
52 LF OF 6" PVC
@ MIN. 1.00%
32 LF OF 6" PVC
@ MIN. 1.00%
80 LF OF 6" PVC
@ MIN 1.00%
32 LF OF 6" PVC
@ MIN. 1.00%
95 LF OF 6" PVC
@ MIN. 1.00%
85 LF OF 6"
PVC @ 1.00%
126 LF OF 6" PVC
@ MIN. 1.00%
46 LF OF 6" PVC
@ MIN. 1.00%
44 LF OF 6"
PVC @ 1.00%
14 LF OF 6" PVC
@ MIN. 1.00%
SLAB ELEVATIONS DIFFER,
APPROXIMATE 1' STEP
DOWN
EXISTING NEW
BUILDING OUTLINE
UNDERGROUND TELEPHONE
FIBER OPTIC LINE
STORM DRAIN LINE
SANITARY SEWER LINE
DOMESTIC WATER LINE
UNKNOWN UTILITY LINE
NATURAL GAS LINE
UNDERGROUND ELECTRICAL LINE
EDGE OF PAVEMENT
WALL
FENCE LINE
CURB & GUTTER
PAVEMENT MARKING
SEWER MANHOLE
LIMITS OF CONSTRUCTION
FIRE WATER LINE
LEGEND
CONTOUR93
SILT FENCE
UNDERGROUND SECONDARY ELECTRICAL LINE
UNDERGROUND COMMUNICATIONS LINE
SPOT GRADE
CONCRETE SIDEWALK
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
ASPHALT PAVEMENT
UNK
x
SURVEY SYMBOL
CLEANOUT
WATER VALVE
STORM DRAIN MANHOLE/INLET
HYDRANT
POWER POLE
LIGHT POLE
COMMUNICATIONS STRUCTURE
BOLLARD
POST INDICATOR VALVE
BRADFORD PEAR (B PEAR)
NATURAL GAS VALVE
98.90
SIGN
16 LF OF 6"
PVC @ MIN.
1.00%
LIMITS OF
CONSTRUCTION
(BID OPTION #1)
KITCHEN
DOWNSPOUTS
BID OPTION #1
TRENCH DRAIN (SOUTH END)
RIM=92.48'
IE= 91.98
TRENCH DRAIN
(OUTLET)
BID OPTIONS
SEE SHEET G-007 FOR
DESCRIPTION OF BID OPTIONS
06-30-2017
M A
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A M
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D M
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T
ATCT & BASE OPS
A T C H L
IN
E A R E A B
M A T C H L
IN
E A R E A A
MATCHLINE AREA "A"
MATCHLINE AREA "C"
UNK
x
UNK
x
UNK
x
UNK
x
U N
K x
UNK
x UNK x
UNK
x
U N
K x
UNK
x
UNK
x
UNK
x
U N
K x
C x
C x
C x
C x
C x
C x
U
N
K x
U
N
K x U
N K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
UNK
x
J A
B A
E
HUMPHREY ST
M
T
GEN
M
RAPCON GEN SET
T
EXISTING
GEOTHERMAL
WELL FIELD
T
A/C UNIT
M
M
.2
88.17
U N
K x
U N
K x
UNK
x
U N
K x
U N
K x
UNK
x
T
GEN
GEN
CH-1
CH-2
HVAC
E P
D S
FUEL
1 2 3 4 5
M
Y
C
O R
E
N G
I N
E E
R S
D
C
B
A
S A
V A
N N
S
T R
I C
T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
F I L
E
N
A M
E
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
C A
T E
G O
D
E
US Army Corps of Engineers ®
SHEET ID
S E
Y M
O U
R
J O
H N
S O
N
A
F B
N
C
A T
C T
B
A S
E
O
M
P L
E X
C E o j e c t
N o
T
P r o j e c t
M a n a g e r
C
H R
N
S O
N
C
S u m m e r v i l l e
S o u t h
C a r o l i n a
B A S E
O P S
A T C T
D I N I N G
F A C I L I T Y
B
B
W
H N
R
FOR CONSTRUCTION
SCALE: 1" = 20'
A1
CIVIL EROSION CONTROL PLAN - AREA "A"
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
LEGEND
GENERAL NOTES:
GRAPHIC SCALE
SCALE: 1" = 20'
20' 0 20' 40'
N
C E
C
G
D
W G
T E
S
J R
C
C J H
D S
F
CG111
C I V
O
S I O
N
C
O N
T R
A
N
A
R E
A
A
88 LF
SILT FENCE
64 LF
SILT FENCE
170 LF
SILT FENCE
HARDWARE CLOTH &
GRAVEL INLET
PROTECTION (TYP.)
CONSTRUCTION
ENTRANCE
COMPOST SOCK
1. SEE CG110 FOR SITE AREA LOCATIONS.
2. SEE CG110 FOR EROSION CONTROL PLAN NOTES.
3. CONTRACTOR TO PROTECT EXISTING GEOTHERMAL WELL
FIELD INDICATED ON PLANS THROUGHOUT THE DURATION OF
CONSTRUCTION. IF GEOTHERMAL WELL FIELD IS DAMAGED BY
THE CONTRACTOR, IT WILL BE REPAIRED BY THE CONTRACTOR
AT NO ADDITIONAL COST TO THE GOVERNMENT.
4. ABANDONED ASBESTOS STEAM LINES CONNECT TO THE
EXISTING STEAM PIT AT CORNER OF JABARA AVE. & HUMPHREY
STREET AND EXIST ALONG JABARA AVE. ABANDONED
ASBESTOS STEAM LINES ENCOUNTERED WILL BE PROPERLY
REMOVED (IF NECESSARY AND APPROVED BY THE COE
RESIDENT ENGINEER) BY THE CONTRACTOR AS PART OF BID
OPTION #7. CONTRACTOR TO PROVIDE A LINEAR FOOT COST
FOR PAYMENT FOR REMOVAL, DISPOSAL, AND ASSOCIATED
EARTHWORK ON AN ESTIMATED QUANTITY OF 240 LF.
5. OLD REMAINING BURIED CONCRETE STRUCTURES /
FOUNDATIONS, NOT SHOWN ON THE DRAWING, MAY EXIST IN
THE AREA OF THE PROPOSED BUILDING FOOTPRINT.
CONTRACTOR IS TO INCLUDE COST PER CUBIC YARD FOR
REMOVAL, DISPOSAL, AND ASSOCIATED EARTHWORK OF AN
ESTIMATED 200 CY OF CONCRETE IN BID OPTION #5. NOTIFY
THE COE RESIDENT ENGINEER OF ANY CONCRETE MATERIAL
ENCOUNTERED PRIOR TO REMOVAL.
6. CONTRACTOR MUST BE AWARE THAT THE PROJECT AREA IS IN
A SECURE FLIGHT LINE AREA; THEREFORE, THE CONTRACTOR
MUST MAINTAIN THE CONSTRUCTION FENCE PERIMETER TO
PROHIBIT ACCESS TO THE FLIGHT LINE THROUGH THE
CONSTRUCTION SITE.
58 LF
SILT FENCE
TREE
PROTECTION
(TYP.)
BID OPTIONS:
BID OPTION #1 = DINING ADDITION
BID OPTION #7 = ASBESTOS STEAM LINE REMOVAL
BID OPTION #5 = CONCRETE MATERIAL REMOVAL
LIMITS OF
CONSTRUCTION
(BASE BID)
LIMITS OF
CONSTRUCTION
(BASE BID)
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TS
TEMPORARY
DIVERSION DITCH #3
IE = 91.00 (APPROX.)
EXCAVATED DROP INLET
PROTECTION AREA #4
322 CF REQUIRED
355 CF PROVIDED
DIMENSIONS = 14' X 27'
DEPTH = 1.26'
EXCAVATED DROP INLET
PROTECTION AREA #3
409 CF REQUIRED
457 CF PROVIDED
DIMENSIONS = 14' X 34'
DEPTH = 1.27'
EXCAVATED DROP INLET
PROTECTION AREA #5
1,795 CF REQUIRED
1,839 CF PROVIDED
DIMENSIONS = AS SHOWN
DEPTH = 1.17'
EXCAVATED DROP INLET
PROTECTION AREA #6
44 CF REQUIRED
260 CF PROVIDED
DIMENSIONS = 15' X 22'
DEPTH = 1'
EXCAVATED DROP INLET
PROTECTION AREA #7
76 CF REQUIRED
299 CF PROVIDED
DIMENSIONS = 15' X 25'
DEPTH = 1'
TEMPORARY
DIVERSION DITCH #4
IE = 91.00 (APPROX.)
42 LF
SILT FENCE
EXISTING NEW
BUILDING OUTLINE
UNDERGROUND TELEPHONE
FIBER OPTIC LINE
STORM DRAIN LINE
SANITARY SEWER LINE
DOMESTIC WATER LINE
UNKNOWN UTILITY LINE
NATURAL GAS LINE
UNDERGROUND ELECTRICAL LINE
EDGE OF PAVEMENT
WALL
FENCE LINE
CURB & GUTTER
PAVEMENT MARKING
SEWER MANHOLE
LIMITS OF CONSTRUCTION
FIRE WATER LINE
CONTOUR
SILT FENCE
UNDERGROUND SECONDARY ELECTRICAL LINE
UNDERGROUND COMMUNICATIONS LINE
CONCRETE SIDEWALK
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
ASPHALT PAVEMENT
UNK
x
SURVEY SYMBOL
CLEANOUT
WATER VALVE
STORM DRAIN MANHOLE/INLET
HYDRANT
POWER POLE
LIGHT POLE
COMMUNICATIONS STRUCTURE
BOLLARD
POST INDICATOR VALVE
BRADFORD PEAR (B PEAR)
NATURAL GAS VALVE
SIGN
SILT FENCE
CONSTRUCTION ENTRANCE
COMPOST SOCK
TEMPORARY SEEDING
TS
TREE PROTECTION
SEDIMENT STORAGE AREA
TEMPORARY DIVERSION DITCH
30 LF OF 12" HDPE
TEMPORARY STORM
DRAIN PIPE, MATCH
SLOPE OF TEMPORARY
DIVERSION DITCH #3
HARDWARE CLOTH & GRAVEL INLET PROTECTION
HARDWARE CLOTH &
GRAVEL INLET
PROTECTION (TYP.)
HARDWARE CLOTH &
GRAVEL INLET
PROTECTION (TYP.)
150 LF
SILT FENCE
38 LF
SILT FENCE
PROVIDE HARDWARE
CLOTH & GRAVEL
INLET PROTECTION
UNTIL DEMOLISHED
INLET IS REMOVED
33 LF
SILT FENCE 68 LF
SILT FENCE
LIMITS OF
CONSTRUCTION
(BID OPTION #1)
TS TS
CONTRACTOR TO NOT ALLOW
PONDING WATER LONGER THAN
6 HOURS AFTER A RAIN EVENT
WITHIN THE SEDIMENT AREA
BECAUSE OF PROXIMITY TO
FLIGHTLINE. CONTRACTOR TO
ACQUIRE NCDENR APPROVAL
TO PUMP STANDING WATER
WITH FILTER, AS NECESSARY.
TS
TS
TS
TS
TS
TS
BID OPTIONS
SEE SHEET G-007 FOR
DESCRIPTION OF BID OPTIONS
EROSION CONTOUR
06-30-2017
M A
R K
D E
S C
R I P
T I O
N D
A T
E
R E
V
IS
E D
IA
W
A M
E N
D M
E N
T
T C H L
IN
E A R E A B
M A T C H L
IN
E A R E A A
MATCHLINE AREA "A"
MATCHLINE AREA "C"
UNK
x
UNK
x
UNK
x
UNK
x
U N
K x
UNK
x UNK x
UNK
x
U N
K x
UNK
x
UNK
x
UNK
x
U N
K x
C x
C x
C x
C x
C x
C x
U
N
K x
U
N
K x U
N K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
UNK
x
J A
B A
E
HUMPHREY ST
M
T
GEN
M
RAPCON GEN SET
T
EXISTING
GEOTHERMAL
WELL FIELD
T
A/C UNIT
M
M
U N
K x
U N
K x
UNK
x
U N
K x
U N
K x
UNK
x
T
GEN
GEN
CH-1
CH-2
HVAC
E P
D S
FUEL
SCALE:
1" = 20'
A1
CIVIL UTILITY PLAN - AREA "A"
EXISTING NEW
CONCRETE SIDEWALK
BUILDING OUTLINE
UNDERGROUND TELEPHONE
FIBER OPTIC LINE
STORM DRAIN LINE
SANITARY SEWER LINE
DOMESTIC WATER LINE
UNK
x
UNKNOWN UTILITY LINE
NATURAL GAS LINE
UNDERGROUND ELECTRICAL LINE
EDGE OF PAVEMENT
WALL
FENCE LINE
CURB & GUTTER
PAVEMENT MARKING
SEWER MANHOLE
CLEANOUT
WATER VALVE
STORM DRAIN MANHOLE/INLET
HYDRANT
POWER POLE
LIGHT POLE
COMMUNICATIONS STRUCTURE
BOLLARD
POST INDICATOR VALVE
FIRE WATER LINE
ASPHALT PAVEMENT
LEGEND
GENERAL NOTES:
130 LF OF 6" RJ (PVC)
FIRE WATER LINE
SEWER MANHOLE
FR: 91.20'
IE: 87.59'
2-WAY SEWER
CLEANOUT
IE 88.01' (TYP.)
STA 2+68:
8"X8" RJ TEE
W/ 8" VALVE
8" RJ (PVC)
WATER LINE
POST INDICATOR
VALVE
STA 6+86: 8"X8" TAPPING
SLEEVE & VALVE -
CONNECT TO EXISTING 8"
WATER LINE
CONNECT TO
EXISTING
MANHOLE @
87.17'
105' OF 8"
PVC @ 0.4%
UNDERGROUND
COMMUNICATIONS
(SEE ELECTRICAL PLANS)
UNDERGROUND
ELECTRICAL LINE
(SEE ELECTRICAL PLANS)
UNDERGROUND
ELECTRICAL LINE
(SEE ELECTRICAL PLANS)
GRAPHIC SCALE
SCALE: 1" = 20'
20' 0 20' 40'
UNDERGROUND SECONDARY ELECTRICAL LINE
UNDERGROUND
COMMUNICATIONS
(SEE ELECTRICAL PLANS)
N
FIRE DEPARTMENT
CONNECTION
129 LF OF 3" RJ (PVC)
DOMESTIC WATER LINE
C E
C
U
D
W G
T E
S
J R
C
C J H
D S
F
CU103
C I V
I L
I T
Y
P
L A
N
A
R E
A
A
1. SEE CU101 FOR SITE AREA LOCATIONS.
2. SEE CU101 FOR SITE UTILITY NOTES.
3. CONTRACTOR TO PROTECT EXISTING GEOTHERMAL WELL
FIELD INDICATED ON PLANS THROUGHOUT THE DURATION
OF CONSTRUCTION. IF GEOTHERMAL WELL FIELD IS
DAMAGED BY THE CONTRACTOR, IT WILL BE REPAIRED BY
THE CONTRACTOR AT NO ADDITIONAL COST TO THE
GOVERNMENT.
4. ABANDONED ASBESTOS STEAM LINES CONNECT TO THE
EXISTING STEAM PIT AT CORNER OF JABARA AVE. &
HUMPHREY STREET AND EXIST ALONG JABARA AVE.
ABANDONED ASBESTOS STEAM LINES ENCOUNTERED WILL
BE PROPERLY REMOVED (IF NECESSARY AND APPROVED
BY THE COE RESIDENT ENGINEER) BY THE CONTRACTOR
AS PART OF BID OPTION #7. CONTRACTOR TO PROVIDE A
LINEAR FOOT COST FOR PAYMENT FOR REMOVAL,
DISPOSAL, AND ASSOCIATED EARTHWORK ON AN
ESTIMATED QUANTITY OF 240 LF.
5. OLD REMAINING BURIED CONCRETE STRUCTURES /
FOUNDATIONS, NOT SHOWN ON THE DRAWING, MAY EXIST
IN THE AREA OF THE PROPOSED BUILDING FOOTPRINT.
CONTRACTOR IS TO INCLUDE COST PER CUBIC YARD FOR
REMOVAL, DISPOSAL, AND ASSOCIATED EARTHWORK OF
AN ESTIMATED 200 CY OF CONCRETE IN BID OPTION #5.
NOTIFY THE COE RESIDENT ENGINEER OF ANY CONCRETE
MATERIAL ENCOUNTERED PRIOR TO REMOVAL.
6. CONTRACTOR MUST BE AWARE THAT THE PROJECT AREA
IS IN A SECURE FLIGHT LINE AREA; THEREFORE, THE
CONTRACTOR MUST MAINTAIN THE CONSTRUCTION FENCE
PERIMETER TO PROHIBIT ACCESS TO THE FLIGHT LINE
THROUGH THE CONSTRUCTION SITE.
7. PIEDMONT NATURAL GAS (PIEDMONT NG) WILL INSTALL
THE NATURAL GAS SERVICE LINE AND ALL
APPURTENANCES INCLUDING THE METER FROM THE TIE-IN
LOCATION TO THE METER. THE CONTRACTOR WILL BE
RESPONSIBLE FOR ALL OTHER GAS PIPING &
APPURTENANCES FROM THE OUTLET OF THE METER.
COORDINATE INSTALLATION WITH PIEDMONT NG DURING
CONSTRUCTION. CONTRACTOR IS ALSO RESPONSIBLE FOR
REPAIRING EXISTING INFRASTRUCTURE BACK TO EXISTING
CONDITIONS (I.E. CONCRETE, SIDEWALKS, WALLS, ETC.).
123 LF OF 4" RJ
(DIP) FOR FDC
STA 2+06: 8"X6" RJ
TEE W/ 6" VALVE
STA 0+00: 8"X8"
TAPPING SLEEVE &
VALVE - CONNECT
TO EXISTING 8"
WATER LINE
6"X6" TAPPING SLEEVE &
VALVE - CONNECT TO
EXISTING 6" WATER LINE
UNDERGROUND
COMMUNICATIONS
(SEE ELECTRICAL PLANS)
(2) 4" 45° RJ BENDS
(2) 4" 45° RJ BENDS
STA 2+83:
-8"X6" RJ TEE
-6" VALVE
-8 LF OF 6" RJ (DIP)
-HYDRANT ASSEMBLY
8"X8" TAPPING SLEEVE &
VALVE - CONNECT TO
EXISTING 8" WATER LINE
STA 3+95:
8" 45° RJ BEND
STA 1+55:
-8"X6" RJ TEE
-6" VALVE
-6" 90° RJ BEND
-16 LF OF 6" RJ (DIP)
-HYDRANT ASSEMBLY
STA 0+10:
8" 90° RJ BEND
STA 5+42:
8" 45° RJ BEND
STA 5+78:
8" 45° RJ BEND
STA 3+79:
8" 45° RJ BEND
STA 3+27: 8"
45° RJ BEND
STA 2+86: 8" 45°
RJ BEND
STA 2+03: 8"X3" RJ
TEE W/ 3" VALVE
STA 1+20:
8"X6" RJ TEE
W/ 6" VALVE
STA 0+97: 8"X6" RJ
TEE W/ 6" VALVE
42' OF 6" PVC SEWER
SERVICE @ MIN 1.0%
LIMITS OF CONSTRUCTION
BRADFORD PEAR (B PEAR)
BID OPTIONS:
BID OPTION #1 = DINING ADDITION
BID OPTION #7 = ASBESTOS STEAM LINE REMOVAL
BID OPTION #5 = CONCRETE MATERIAL REMOVAL
LIMITS OF
CONSTRUCTION
(BASE BID)
CONCRETE PAVEMENT
HEAVY DUTY CONCRETE PAVEMENT
HEAVY DUTY ASPHALT PAVEMENT
CUT AND CAP
8" WATER LINE
(SEE CD102)
CUT AND CAP
8" WATER LINE
(SEE CD102)
CUT AND CAP
8" WATER LINE
(SEE CD102)
2" NATURAL GAS SERVICE LINE
(INSTALLED BY PIEDMONT NG -
SEE GENERAL NOTE 7)
NATURAL GAS METER
(INSTALLED BY PIEDMONT NG -
SEE GENERAL NOTE 7)
GAS VALVE
UTILITY CAP
FIRE DEPARTMENT CONNECTION
FILL WITH FLOWABLE FILL
& ABANDON IN PLACE
(SEE SHEET CD102)CUT AND CAP
WATER LINE (SEE CD102)
26 LF OF 6" RJ
(PVC) W/ 6"
90° RJ BEND
DIRECTIONAL DRILL
UNDERGROUND
COMMUNICATIONS
(SEE ELECTRICAL PLANS)
ELECTRICAL JUNCTION
BOX (TYP.) (SEE
ELECTRICAL PLANS)
UNDERGROUND ELECTRICAL
LINE & LIGHT FIXTURE
(SEE ELECTRICAL PLANS)
49 LF OF 2" STEEL GAS
SERVICE LINE (INSTALLED BY
CONTRACTOR - FROM
PIEDMONT GAS METER TO
BUILDING)
(2) 6" 45° RJ BENDS
CUT AND CAP
6" WATER LINE
(SEE CD102)
6"X6" TAPPING SLEEVE &
VALVE - CONNECT TO
EXISTING 6" WATER LINE
12 LF OF 6" RJ
(PVC) W/ 6"
90° RJ BEND
15 LF OF 8" RJ
(PVC) W/ 8"
90° RJ BEND
CUT AND CAP
WATER LINE
(SEE CD102)
LIMITS OF
CONSTRUCTION
(BID OPTION #1)
LIMITS OF
CONSTRUCTION
(BASE BID)
BID OPTIONS
SEE SHEET G-007 FOR
DESCRIPTION OF BID OPTIONS
SEE CG SHEETS FOR
STORM DRAINAGE
CONTOUR9191
UNDERGROUND COMMUNICATIONS LINE
STA 1+39
-20 LF OF 8" RJ (DIP) - (10 LF EITHER SIDE OF CROSSING)
-20 LF OF 18" STEEL SLEEVE WITH SPACERS (SCHEDULE 40)
-GO UNDER SANITARY SEWER (18" MINIMUM VERTICAL SEPARATION)
ALL WATER LINES TO HAVE A MINIMUM OF 36" COVER AND 18" MINIMUM
VERTICAL SEPARATION FROM UTILITIES. IF 36" COVER AND 18" MINIMUM
VERTICAL SEPARATION CAN NOT BE PROVIDED AT A UTILITY CROSSING
BY GOING OVER THE UTILITY, THEN GO UNDER THE UTILITY WITH (4) - 45°
RJ BENDS AND 18" MINIMUM VERTICAL SEPARATION.
UTILITY KEYNOTES:
C1
C1
C1
C1
C1
C1
C1 C1
C1
C1
C1
C1
C1 C1
COORDINATE WITH ELECTRICAL, IF CONFLICT EXISTS SEE KEYNOTE #1.C2
C2
C2
1 2 3 4 5
M
Y
C
O R
E
N G
I N
E E
R S
D
C
B
A
S A
V A
N N
S
T R
I C
T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
F I L
E
N
A M
E
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
C A
T E
G O
D
E
US Army Corps of Engineers ®
SHEET ID
S E
Y M
O U
R
J O
H N
S O
N
A
F B
N
C
A T
C T
B
A S
E
O
M
P L
E X
C E o j e c t
N o
T
P r o j e c t
M a n a g e r
C
H R
N
S O
N
C
S u m m e r v i l l e
S o u t h
C a r o l i n a
B A S E
O P S
A T C T
D I N I N G
F A C I L I T Y
B
B
W
H N
R
FOR CONSTRUCTION
BACKFLOW PREVENTOR - (RPZ) DEVICE IS LOCATED IN THE BUILDING
(SEE PLUMBING PLANS).
C3
C3
RELOCATED EPDS SWITCH
(SEE ELECTRICAL)
06-30-2017
M A
R K
D E
S C
R I P
T I O
N D
A T
E
R E
V
IS
E D
IA
W
A M
E N
D M
E N
T
T C H L
IN
E A R E A B
M A T C H L
IN
E A R E A A
MATCHLINE AREA "A"
MATCHLINE AREA "C"
UNK
x
UNK
x
UNK
x
UNK
x
U N
K x
UNK
x
UNK
x
UNK
x
U N
K x
UNK
x
UNK
x
UNK
x
U N
K x
C x
C x
C x
C x
C x
C x U
N
K x
U
N
K x U
N K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
U N
K x
UNK
x
J A
B A
E
HUMPHREY ST
M
T
GEN
M
RAPCON GEN SET
T T
A/C UNIT
M
M
U N
K x
U N
K x
UNK
x
U N
K x
U N
K x
UNK
x
T
GEN
GEN
CH-1
CH-2
HVAC
E P
D S
FUEL
1 2 3 4 5
M
Y
C
O R
E
N G
I N
E E
R S
D
C
B
A
S A
V A
N N
S
T R
I C
T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
F I L
E
N
A M
E
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
C A
T E
G O
D
E
US Army Corps of Engineers ®
SHEET ID
S E
Y M
O U
R
J O
H N
S O
N
A
F B
N
C
A T
C T
B
A S
E
O
M
P L
E X
C E o j e c t
N o
T
P r o j e c t
M a n a g e r
C
H R
N
S O
N
C
S u m m e r v i l l e
S o u t h
C a r o l i n a
B A S E
O P S
A T C T
D I N I N G
F A C I L I T Y
B
B
W
H N
R
FOR CONSTRUCTION
SCALE: 1" = 20'
A1
LANDSCAPE PLAN - AREA "A"
ATCT & BASE OPS
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
T E
S
J R
C
A p p r o v e r
VF101
D S
F
O V
E R
A L
L
E
X I S
T I N
G
T O
P O
G R
A P
H
R
V E
Y
LIMITS OF
CONSTRUCTION
(BASE BID)
GRAPHIC SCALE
SCALE: 1" = 20'
20' 0 20' 40'
N
C E
C
S
S T
K D
W G
T E
S
J R
C
C J H
L-102
L A
N D
S C
A P
E
P
L A
N
A
R E
A
A
LIMITS OF
CONSTRUCTION
(BASE BID)
LANDSCAPE PLANT LIST:
SYMBOLQTY. SCIENTIFIC NAME COMMON NAME SIZE NOTES
ULPA
LAIN
SOD
ULMUS PARVIFOLIA CHINESE ELM MULTI-STEMMED
LAGERSTROEMIA INDICA
EREMOCHLOA OPHIUROIDES
CRAPE MYRTLE
CENTIPEDE GRASS
2 1/2"
2" MULTI-STEMMED
ULPA
LAIN (2)
EXISTING NEW
LEGEND
BRADFORD PEAR (B PEAR)
LIMITS OF CONSTRUCTION
GENERAL NOTES:
1. SEE L-101 FOR SITE AREA LOCATIONS.
TREE
PERMANENT SOD
PLANTING NOTES:
1. SITE CONDITIONS MAY REQUIRE FIELD ADJUSTMENTS
OF PLANT MATERIALS. COORDINATE ANY
NECESSARY MODIFICATIONS WITH LANDSCAPE
ARCHITECT.
2. THE CONTRACTOR SHALL LOCATE ALL
UNDERGROUND UTILITIES PRIOR TO INSTALLATION
AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO
THEM.
3. ALL AREAS DISTURBED AS A RESULT OF
CONSTRUCTION SHALL BE REGRADED, GRASSED AND
PROTECTED FROM EROSION.
4. CONTRACTOR TO VERIFY ALL PLANT QUANTITIES,
ANY DISCREPANCIES SHALL BE ADDRESSED WITH
THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING OF
WORK.
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
S
LIMITS OF
CONSTRUCTION
(BASE BID)
S
S
S
BID OPTIONS
SEE SHEET G-007 FOR
DESCRIPTION OF BID OPTIONS
K P
M
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CJCJCJCJ
KL G
A2
S-301
2' - 0"
10' - 0"2' - 0"10' - 0"2' - 0"10' - 0"2' - 0"10' - 0"2' - 0"10' - 0"2' - 0"6' - 0"2' - 0"16' - 0"2' - 0"8' - 0"2' - 0"10' - 0"2' - 0"10' - 0"2' - 0"10' - 0"
2' - 0"
10' - 0"
S6S6
EXISTING CMU SCREEN
WALLS TO REMAIN. DEMO
CORNER COLUMN ONLY
EXISTING CMU SCREEN
WALL TO REMAIN. DEMO
CORNER COLUMN ONLY
K
K
S9
S10
TYP.
S-501
B4
134' - 0"
S-501
B5S-501
A4
S20
S6
S17
S17
A2
S-301
S25 S25 S21
EXISTING CMU
PILASTER TYP.
S6
S-501
A5
EXIST.
PAVING
NEW
PAVING
SEE CIVIL
S17
CH-2CH-1
GEN
GEN
T
EXIST. EQUIP
EXIST. EQUIP.
EXIST.
EQUIP.
S21
S21
2' - 0"
6' - 0" 6' - 7" ±
1' - 0"
16' - 8" 33' - 9"
T O
F
T O
F
S20
S26 S17
2' - 10" ±
EXISTING FOOTING TO
REMAIN, FIELD VERIFY
EXTENTS AND ELEV.
EXISTING FOOTING TO
REMAIN, FIELD VERIFY
EXTENTS AND ELEV.
S20
S20
S10
TOF 97'-0"±
TOF 98'-0"
SIM
"±2
T.O.F.
97' - 0"
T.O.F.
98' - 8"
L
FUEL
S29
S29
S29
HP
S6S21
S21
LEGEND:
CONTROL JOINT
NEW WALL
NEW FOOTING
NEW WALL
NEW FOOTING
TOP OF FOOTING
ELEVATIONS AT STEPT
O F
X
FOOTING MARK. SEE
SCHEDULE ON
SHEET S-101
T O
F
1 2 3 4 5
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D
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B
A
-C
M id la n d P kw y
S u m m e rv ill e
S o u th
C a ro lin a
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IN
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IN
G
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C H
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C T U
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M S
P ro je c t N o
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P ro je ct
M a n a g e r:
C H
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IS
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IN
S O
N
S A
V A
N N
A H
D
IS
T R
IC
T
D R
A W
N B
Y
D E
S
IG
N E
D B
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S U
B M
IT
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E D
B Y
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C H
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K E
D B
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A N
S I 'D
F
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N A
M E
IS
S
U E
D A
T E
C O
N T
R A
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N O
S O
L
IC
IT
A
T
IO
N N
O
C A
T E
G O
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C O
D E
-9
-0
US Army Corps of Engineers ®
SHEET ID
S E
Y M
O U
R J
O H
N S
O N
A F
B N
C
S T
R U
C T
U R
A L
M E
C H
Y A
R D
F O
U N
D A
T I O
N P
L A
N
A T
C T
/B A
S E
O P
S C
O M
P L E
X E
C W
E C
W
C J H
B D
M
J
U N
E
W H
N -1
-R
-0
C D
Z S
-1 .D
W G
S-104
FOR CONSTRUCTION
B A
S E
O P
E R
A T
IO
N
S B
U
IL
D
IN
G
B
SCALE: 1/8" = 1'-0"C1
STRUCTURAL MECH YARD FOUNDATION PLAN
NEW WORK KEYNOTES:
NO. DESCRIPTION
S6 CMU SCREEN WALL AND FOOTING, SEE
SECTIONS
S9 16"x24" CMU PILASTER WITH 6-#6 VERTICAL AND
#2 CLOSED TIES @ 8" O.C. SEE B4/S-501.
S10 2" MINIMUM EXPANSION/SEISMIC JOINT
BETWEEN STRUCTURES
S17 CONTROL JOINT WITH DOWELS PER C3/S-501
BETWEEN NEW AND EXISTING CMU
S20 ALIGN FACE OF NEW WALL WITH FACE OF
EXISTING WALL
S21 4" CONCRETE HOUSEKEEPING PADS W/
6x6-W2.1xW2.1 WWF, TYPICAL. SEE MECH. AND
ELEC. DRAWINGS FOR SIZE, LOCATION AND
DETAILS.
S25 NEW EQUIPMENT SITTING DIRECTLY ON
PAVING. HOUSEKEEPING PAD NOT REQUIRED.
S26 24x24 CMU PILASTER. REINFORCE PER B5/S-501.
S29 EXERCISE CAUTION WHEN EXCAVATING NEAR
EXISTING SLABS AND/OR FOUNDATIONS TO
REMAIN. PROVIDE TEMPORARY MEANS AS
REQUIRED TO ENSURE STABILITY OF
SUPPORTING SUBGRADE AND TO AVOID
UNDERMINING EXISTING ELEMENTS.
164 8268
SCALE: 1/8"=1'-0"
GRAPHIC SCALE
PLAN NORTH
No. 32185
S
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C. W I E T E
L I C E N S E D P
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S
C
O
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C
O
T
GEN
S
C
O
RAPCON GEN SET
T
EXISTING
GEOTHERMAL
WELL FIELD
T
A/C UNIT
E P
D S
FUEL
ATCT & BASE
OPS
EXISTING FIRE
DEPT. XMFR
EXISTING GENERATOR
FUEL TANK
DE1
DE2
DE3
EXISTING
RAPCON XMFR
EXISTING RAPCON
GENERATOR
SWITCHGEAR
EXISTING
KITCHEN
XMFR
EXISTING FIRE
DEPT. GEN
EXISTING RAPCON
GENERATOR SET
DE5
TO BUILDING 4601
DE4
DE4
DE2
DE3
DE3
DE6
DE6
DE7
DE8
1 2 3 4 5
M
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C
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A
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D E
S I G
N E
D
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T E
D
B
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S I Z
E
C H
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K E
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A N
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S U
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D
A T
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C O
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S O
L I C
I T
A T
I O
N
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O
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T E
G O
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US Army Corps of Engineers ®
SHEET ID
S E
Y M
O U
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J O
H N
S O
N
A
F B
N
C
A T
C T
B
A S
E
O
M
P L
E X
C E o j e c t
N o
T
P r o j e c t
M a n a g e r
C
H R
N
S O
N
C
S u m m e r v i l l e
S o u t h
C a r o l i n a
B A S E
O P S
A T C T
D I N I N G
F A C I L I T Y
B
B
W
H N
R
FOR CONSTRUCTION
C R
C
C J H
ED101
J N
B
E L
E C
T R
I C
T
E
D
E M
O L
I T
I O
N
P
L A
N
A
R E
A
A
SCALE:
1" = 20'
A1
ELECTRICAL SITE DEMOLITION PLAN - AREA "A"
GENERAL NOTES:
1. SEE SHEET E-001 FOR GENERAL NOTES AND
LEGENDS.
2. REFER TO CIVIL PLANS FOR DETAILED SITEWORK BID
OPTIONS.
3. THERE IS NO ANTICIPATED ELECTRICAL DEMOLITION
FOR AREA 'B'.
DEMOLITION KEYNOTES:
NO. DESCRIPTION
DE1
GRAPHIC SCALE
20' 0 20' 40'
SCALE: 1" = 20'
R S
P
C E
O E
D
D
W G
DEMOLISH UNDERGROUND ELECTRICAL TO
WOOD POLE BACK TO SOURCE.
DE1
DEMOLISH EXISTING WOOD POLE.
DEMOLISH EXISTING 12 STRAND FIBER
OPTIC CABLE AND 50 PAIR COPPER CABLE.
DEMOLISH UNDERGROUND CONDUIT TO
NEW WORK BOUNDARY AND CABLE TO
SOURCE.
DE2
DEMOLISH EXISTING UNDERGROUND
COMMUNICATIONS CABLE. PULL BACK TO
LOCATION OF NEW MANHOLE. SEE SHEET
ES102.
DE3
DEMOLISH EXISTING UNDERGROUND
UTILITY LINE. COORDINATE ALL DEMOLITION
WITH BASE COMMUNICATIONS SHOP.
DE4
DEMOLISH EXISTING WOOD POLE. DEMOLISH
UNDERGROUND ELECTRICAL AND
COMMUNICATIONS BACK TO THE RAPCON
BUILDING. COORDINATE WITH CONTRACTING
OFFICER FOR REMOVAL OF ANTENNA AND
GPS UNIT. NO DEMOLITION WORK ON THIS
POLE SHALL BEGIN UNTIL NEW TEMPORARY
POLE, AND RELOCATED EQUIPMENT ARE
COMPLETELY OPERATIONAL. SEE NOTES E6,
E7, AND E8 ON SHEET ES102.
DE5
N
DISCONNECT POWER TO ELECTRIC GATE
ARMS TO BE DEMOLISHED. DEMOLISH GATE
ARMS, CONTROLLERS, AND KEYPADS.
DEMOLISH CONDUCTORS BACK TO SOURCE.
DE6
BID OPTIONS
SEE SHEET G-007 FOR
DESCRIPTION OF BID OPTIONS
RELOCATE EXISTING FUEL SYSTEM
EMERGENCY POWER DOWN STATION (EPDS)
ESS#21 AND SIGNAGE. SEE DETAIL ON SHEET
E-509. SEE NEW LOCATION ON SHEET ES102.
DEMOLISH CONCRETE PAD. REMOVE
EXISTING 2#10, #10G BACK TO ESS#20
(APPROXIMATELY 250' EAST). EXISTING
UNDERGROUND CONDUIT TO REMAIN.
DE7
DEMOLISH EXISTING FIRE DEPARTMENT
GENERATOR 4000 GALLON DIESEL FUEL
TANK AND PIPING.
DE8
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F O
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O
F O
F O
F O
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O
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F O
F O
F O
F O
F O
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O
F O
F O
F O
F O
F O
F O
F O
F O
F O
F O
J A
B A
E
HUMPHREY ST
M
T
GEN
M
RAPCON GEN SET
T
EXISTING
GEOTHERMAL
WELL FIELD
T
A/C UNIT
M
M
T
GEN
GEN
CH-1
CH-2
HVAC
E P
D S
FUEL
E2
E2
E3
NEW ATCT/ BASE
OPS XFMR
NEW BASE OPS
GENERATOR
NEW ATCT
GENERATOR
NEW
CHILLER
EXISTING FIRE
DEPARTMENT XMFR
E4
E5
E2
E2
S3
S3
S3
S3
S3
E1
E3
EXISTING
RAPCON XMFR
EXISTING FLIGHT
LINE KITCHEN XMFR
E6
E3
EXISTING FIRE
DEPARTMENT
GENERATOR
KEYPAD
ENTRY GATE
CONTROLLER
EXIT GATE
CONTROLLER
NEW
DETECTOR LOOP
NEW NCDOT 1716.01 20K
RATED JUNCTION BOX
(TYP. OF 4)
NEW 2" CONDUIT
(2) 2C(S)-14GA
NEW 2" CONDUIT
(2) 2C(S)-14GA
NEW 2" CONDUIT
(2) 2C(S)-14GA
E7
NEW 2"
CONDUIT WITH
(8) 2C(S)-14GA
E8
E9
NEW GENERATOR
FUEL TANK
E10
1 2 3 4 5
M
Y
C
O R
E
N G
I N
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R S
D
C
B
A
S A
V A
N N
S
T R
I C
T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
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A N
S I
D
F I L
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N
A M
E
I S
S U
E
D
A T
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C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
C A
T E
G O
D
E
US Army Corps of Engineers ®
SHEET ID
S E
Y M
O U
R
J O
H N
S O
N
A
F B
N
C
A T
C T
B
A S
E
O
M
P L
E X
C E o j e c t
N o
T
P r o j e c t
M a n a g e r
C
H R
N
S O
N
C
S u m m e r v i l l e
S o u t h
C a r o l i n a
B A S E
O P S
A T C T
D I N I N G
F A C I L I T Y
B
B
W
H N
R
FOR CONSTRUCTION
C R
C
C J H
ES102
J N
B
E L
E C
T R
I C
T
E
P
L A
N
A
R E
A
A
ATCT & BASE OPS
SCALE:
1" = 20'
A1
ELECTRICAL SITE PLAN - AREA "A"
GENERAL NOTES:
1. SEE SHEET E-001 FOR GENERAL NOTES AND LEGENDS.
2. SEE SHEET E-503 FOR SITE LIGHTING DETAILS AND
SCHEDULE.
3. UNDERGROUND SECONDARY FEEDERS FROM SERVICE
TRANSFORMER AND GENERATORS INTO BUILDING SHALL BE
ENCASED IN 2" CONCRETE.
4. ALL OUTSIDE PLANT CABLE (OSP) IS TO BE PROVIDED BY
BASE COMMUNICATIONS SHOP. OSP CABLE SHOWN IN
PARENTHESES IS SHOWN FOR CLARIFICATION ONLY AND IS
NOT IN THIS CONTRACT.
5. THE ENTRY GATE CONTROLLER IS TO BE EQUIPPED WITH
CONTROL CIRCUITRY TO INTERFACE WITH A HIGH AND LOW
KEYPAD, SIREN OPERATED SENSOR, AND LOOP DETECTOR
CIRCUIT FOR THE OPENING AND CLOSING SEQUENCE. THE
GATE SHALL OPEN WITH A COMBINATION OF THE KEYPAD
AND LOOP DETECTOR SENSING A VEHICLE OR THE SIREN
OPERATED SENSOR. THE EXIT GATE CONTROLLER IS TO BE
EQUIPPED WITH TWO LOOP DETECTOR CIRCUITS FOR THE
OPENING AND CLOSING SEQUENCES. THE GATE OPERATING
SYSTEM IS TO BE A COMPLETE FUNCTIONAL PACKAGE
INCLUDING ALL LOOP CONDUCTORS AND LEADS AND ALL
REQUIRED INTERCONNECTING CONTROL CONDUCTORS.
6. REFER TO CIVIL PLANS FOR DETAILED SITEWORK BID
OPTIONS.
NEW WORK KEYNOTES:
NO. DESCRIPTION
PROVIDE MANHOLE. SEE DETAIL ON SHEET E-507.
PROVIDE SIX 4" EMPTY CONDUITS WITH PULLSTRING.
E2
E3
E1
SEE TELECOMMUNICATIONS DRAWINGS FOR OUTSIDE
PLANT CONDUITS TO ATCT AND BASE OPERATIONS
BUILDINGS.
E4
PROVIDE TWO 4" EMPTY CONDUITS WITH PULLSTRING
FROM RAPCON BUILDING TO NEW TEMPORARY ANTENNA
POLE (NOTE E7 THIS SHEET). INTERCEPT AND CONNECT
TWO NEW CONDUITS WITH TWO EXISTING CONDUITS
STUBBED OUTSIDE RAPCON COMMUNICATIONS ROOM.
DIRECTIONAL BORE UNDER EXISTING MECHANICAL YARD.
DIRECTIONAL BORING SHALL BE AT A MINIMUM OF 4'
BELOW GRADE AND BORING MACHINE SHALL BE OFFSET
FROM RAPCON BUILDING TO AVOID DAMAGING EXISTING
GEOTHERMAL PIPING. CONTRACTOR SHALL PROTECT
GEOTHERMAL PIPES FROM FREEZING OR OVERHEATING
DEPENDING ON TIME OF YEAR. CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE TO EXISTING
GEOTHERMAL PIPING.
GRAPHIC SCALE
20' 0 20' 40'
SCALE: 1" = 20'
R S
P
C E
O E
S
D
W G
E5
PROVIDE UNDERGROUND ELECTRICAL TO MOTORIZED
GATE. CIRCUIT TO BE 2#10,#10G 3/4"C. PROVIDE TWO
1-1/2" EMPTY CONDUITS WITH PULLSTRING FROM GATE
CONTROLLER TO ROOM 125.
E1
PROVIDE 45' TEMPORARY WOOD POLE WITH WOOD
CROSSARMS, DUAL OBSTRUCTION LIGHT, AND #1/0 BARE
COPPER GROUND WIRE AND 3/4"x10' GROUND ROD TO
MATCH EXISTING ANTENNA POLE. INTERCEPT AND
EXTEND EXISTING 120V CIRCUIT FROM EXISTING
ANTENNA POLE NEAR RAPCON BUILDING TO NEW POLE
AND CONNECT TO OBSTRUCTION LIGHT.
E6
N
LEADER COMMUNICATIONS INCORPORATED (LCI) IS TO
RELOCATE EQUIPMENT (TWO UHF ANTENNA, 2 VHF
ANTENNA, DURS GPS ANTENNA, DASR GPS ANTENNA,
120V POWER CIRCUIT, GROUNDING, OBSTRUCTION LIGHT)
FROM EXISTING POLE TO BE DEMOLISHED TO NEW
TEMPORARY POLE. LCI TO RELOCATE EQUIPMENT, TEST,
CALIBRATE, AND HAVE COMPLETELY OPERATIONAL WITH
MAXIMUM 24 HOUR DOWNTIME. LCI CONTACTS ARE MR.
DAVID JONES AND MR RICK SCHREBER AT
ATCALS@LCIBEST.COM (405-622-2200). CONTRACTOR TO
INCLUDE ALL WORK BY LCI UNDER THIS CONTRACT.
E7
PROVIDE HIGH/LOW MOUNTED KEYPADS AND SIREN
OPERATED SWITCH. SEE DETAIL ON SHEET E-509 AND
GENERAL NOTE 5 ON THIS SHEET.
E8
PROVIDE NEW CONCRETE PAD AND SUPPORT AND
RELOCATE EXISTING (EPDS) ESS#21 TO NEW LOCATION
SHOWN. SEE DETAIL ON SHEET E-509. INTERCEPT
EXISTING (2) 2" CONDUITS AND EXTEND TO NEW
LOCATION. PROVIDE NEW 2#10, #10G IN NEW AND
EXISTING CONDUIT TO EXISTING (EPDS) ESS#20. PROVIDE
TEMPORARY JUMPER CABLE AT ESS#20 TO KEEP FUEL
SYSTEM ONLINE UNTIL ESS#21 IS RELOCATED AND
ACTIVE.
E9
PROVIDE NEW 4000 GALLON 4 HOUR FIRE RATED DIESEL
FUEL TANK AND PIPING FOR FIRE DEPARTMENT
GENERATOR. RECONNECT TO EXISTING FIRE
DEPARTMENT GENERATOR. PROVIDE 120V CIRCUIT AS
REQUIRED FOR FUEL PUMP.
E10
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G,W
G,W G,W
CH-2
RAPCON GEN SET
T T
KITCHEN
XMFR
RAPCON
GENERATOR
SWITCHGEAR
RAPCON
XFMR
RAPCON
GENERATOR SET
T
NEW
ATCT/BASE
OPS XFMR
NEW BASE OPS
GENERATOR
NEW ATCT
GENERATORCH-1
CH-2
PREFABRICATED
STEEL STEPS
L4-23 L4-23
L4-23
MDP1-(20,22,24)
GEN
FUEL
T
FIRE DEPT.
GENERATOR
FIRE DEPT.
XFMR
PANEL 'MDP'
TEST SWITCH
BYPASS SWITCH
ATS
DOUBLE THROW
SWITCH 800A
ELECTRICAL RACEWAY
NEW FIRE DEPT.
GENERATOR FUEL TANK
E8
A/C
CH-1
MDP1-(19,21,23)
E23
E23
LOAD BANK
DOCKING STATION MANUAL TRANSFER
SWITCH
DOUBLE THROW
SWITCH
ATSBYPASS
SWITCH
TEST SWITCH
SEE ATCT
GENERATOR
BYPASS
SWITCH PLAN
ON SHEET E-607
SSHP-2
W-(6,8)
DOUBLE THROW
SWITCH
ATS
BYPASS SWITCH
TEST SWITCH
SEE BASE OPS GENERATOR
BYPASS SWITCH PLAN ON
SHEET E-607
E27
T
RAPCON GEN SET
T T
KITCHEN
XMFR
RAPCON
GENERATOR
SWITCHGEAR
RAPCON
XFMR
FIRE DEPT.
GENERATOR
FIRE DEPT.
XFMR
RAPCON
GENERATOR SET
PANEL 'MDP'
TEST SWITCH
BYPASS SWITCH
ATS
DOUBLE THROW
800A
ELECTRICAL RACEWAY
FIRE DEPT.
GENERATOR
FUEL TANK
A/C
EQUIPMENT SCHEDULE
EQUIPMENT FEEDER DISCONNECT
CH-1,2 3#250KCMIL, #4G, 3"C 400/3/600V/NF/3R
SSHP-1 2#8, #10G, 3/4"C 60/2/250V/NF/3R
1 2 3 4 5
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US Army Corps of Engineers ®
SHEET ID
S E
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O U
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O H
N S
O N
A F
B N
C
E N
L A
R G
E D
E L
E C
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B A
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O P
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A T
IO
N
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D
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B
PLAN NORTH
GENERAL NOTES:
1. SEE SHEET E-001 FOR GENERAL NOTES AND LEGENDS.
SCALE: 1/8" = 1'-0"B1
NEW WORK MECHANICAL YARD PLAN
164 8268
SCALE: 1/8"=1'-0"
GRAPHIC SCALE
SCALE: 1/8" = 1'-0"C1
EXISTING MECHANICAL YARD PLAN
NEW WORK KEYNOTES:
NO. DESCRIPTION
E8 DETACH ELECTRICAL EQUIPMENT FROM EXISTING WALL
TO BE DEMOLISHED. PROVIDE TEMPORARY SUPPORT TO
KEEP EQUIPMENT OPERATIONAL DURING CONSTRUCTION
OF NEW WALL. REATTACH EQUIPMENT PERMANENTLY TO
NEW WALL.
E23 PROVIDE EQUIPMENT PAD FOR GENERATOR. SEE DETAIL
B1 ON SHEET E-506 FOR GENERAL REQUIREMENTS.
E27 PROVIDE EQUIPMENT PAD FOR NEW GENERATOR FUEL
TANK. 1
29610
N
O
RT
H CAROL IN
A
P
RO
FESS I ONA L
SEAL
E
N G
I N E E
R
R O
B E
R T
S C O T T P
E R
K I
N S
06-30-201606-30-2017
M A
R K
D E
S C
R I P
T I O
N D
A T
E
R E
V
IS
E D
IA
W
A M
E N
D M
E N
T
| CD102 CIVIL DEMOLITION PLAN - AREA "A" |
| CS103 CIVIL AT/FP PLAN - AREA "A" |
| CS104 CIVIL SITE PLAN - AREA "A" |
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