W912HN-21-B-3002_VOL1A_AMD3_Rev 1.pdf
PDF 11 MB Posted
- Solicitation number
- W912HN21B3002
About this file
This document outlines a federal contract solicitation posted by the Department of the Army Corps of Engineers Engineering District Savannah. The solicitation seeks bids for project PN88725 MCA2 University Registrar, Force Modernization & Proponency Facility. It includes four specification files and nine drawing files related to the project. The solicitation was posted on December 2nd, 2020 with a bid opening date of January 12th, 2021 at 2:00 PM Eastern Time. Bids for the project are due by January 12th, 2021 at 1:00 PM Eastern Time. The solicitation provides information for participating in the bid opening via WebEx.
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W
IR IR
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IR IR
IR
IR
IR
IR IR IR
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.50
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.29
.67
.88
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.24
.46
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.82
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.99
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.26
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.27
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.58
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.55
.60
.85
.68
.41
.77
15"CMP
STMH
T=468.11'
IE¹=464.01'
IEº=463.76'
STMH
T=467.52'
IE¹1=463.57'
IE¹2 =462.82'
IEº=462.55'
(1)
(2)
STMH
T=469.34'
IE¹=465.16'
IEº=464.93' STMH
T=467.37'
IE¹1=463.27'
IE¹2 =462.87'
IEº=463.22'
(2) (1)
(2)
(1) (3)
STMH
T=470.18'
IE¹1=465.98'
IE¹2 =465.68'
IEº=465.38'
STMH
T=469.01'
IE¹=464.45'
IEº=462.91'
(1) (2)
GRATE TRAP
T=470.56'
IE=467.06'
CONTROL
VALVE
STMH
T=474.72'
SIGNAL
POLE SIGNAL
POLE
STMH
T=470.58'
IE=DIRT
FILLED'
SWT
T=471.84'
IE¹1=467.09'
IE¹2 =466.91'
IEº=466.22'
(1)(2)
SWT
T=474.64'
IE=DIRT
FILLED'SWT
T=471.63'
IE=DIRT
FILLED'
SWT
T=474.69'
IE=DIRT
FILLED'
SWT
T=474.72'
IE¹=468.57'
IEº=468.39'
UTILITY
BOX
UTIL.
BOX
U U U U U U U U U U U U U U U U U U U U U U U U
SSMH
T=472.08'
IE¹=468.38'
IEº=468.18'
SSMH
T=471.43'
IE¹=467.68'
IEº=467.53'
FIRE PROTECTION
VALVE
TELE.
BOX
CONC.
PAD
CO
CO
FH
FH
ELECT.
BOX
CONC.
PAD
METER
CONC.
PAD
CONC.
PAD CO
PUMP
CABINET
3 STORY BLOCK
BUILDING #29705
6"TR
W
8"CRM
"R
CP
24"CMP
24"CMP
15"CMP
8"CMP
18"CMP
10"RCP
12"CMP
24"CMP
W W W
15"HW16"HW
15"CRM
15"CRM
W
W
WW
18"CRM
20"OAK
15"CRM
16"PN
18"OAK
8"CRM
8"CRM 9"CRM
7"CRM
W
17"OAK
16"OAK
21"OAK
W
W
W
W
W W
RCP
12"CPP 10"CPP
S
W W
W
W
T
W
W W
W W
W
UGP
UGP
UG
P
UGP UGP UGP
UGP
UGP UGP UGP
UGP
SD
SD
D
D
D
SD
SD
SD
T
T
T
F/O
T T T
UGP
UGP
UGP UGP
UGP UGP UGP
UGP
15"CRM
NG
W
NGNG
NG
NGNGNG
NG
NG NGNG
W
W
W
S
UG
P
UG
P
UG
P
W
W WW
WW
W
UGP UGP UGP
UG
P
UGP UGP UGP
UGPUGP UGP
E
SD
SD
SD
SD
D
SD
SD
T
F/0
F/O
T T T
T
T
T
T
T
UGP UGP UGP
UGP UGPUGP
E
NGNG
NG
NGNG
NGNGNG
NGNG
E F/O
F/O
E
E
T E
E
E
TRANS.
PAD
METAL
LID
C
T
E
E
T
CO
FIBER
LID
FH
BENCHMARK NO.6
#4REBAR SET C.E.G.
POINT #120 ELEV=468.09'
N=1,245,671.42 E=663,855.58
BENCHMARK NO. 5
#4REBAR SET C.E.G.
POINT #2 ELEV=467.44'
N=1,246,000.72 E=663,799.34
IR
CHWCHWCHWCHWCHWCHWCHWCHW
CH
W
478 477 476
474 473
469 468
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CO
NC
RE
TE
S
ID
EW
AL
K
CO
NC
RE
TE
S
ID
EW
AL
K
SI
GN
SI
GN
SIGN
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONC.
PAD
SIGN(3)
METAL
VAULT
PUMP
CABINET
EXISTING PARKING
LOT
EXIST. PARKING
LOT
D
D
D
D
D
D
D
D
D
D
D
D
W
W W
W
UGP UGP UGP UGP UGP UGP UGP UGP UGP
UG
P
UG
P
UG
P
UG
P
UG
P
UGP
T
T T T T T
T
T T
NGNG
TD
GRATE TRAP
T=469.97'
IE¹=466.92'
IEº=466.72'
D
D
T T
T T
SD SD SD SD
SD
SD
UGP
NG NG
UGP
W W W W
CHAMBERLAIN AVE.
B STREET
SD SD SD SD SD SD
15"METAL PIPE
15"METAL PIPE
469 468
CONC.
PAD
CONNELY HEALTH
CLINIC
UGPUGP
UGP
SIGNAL
POLE
UGP
CH
W
472473
8"PVC 12"RCP
6"CLAY
10"RCP
"C
MP
STMH
T=467.04'
IE=463.58'
GRATE TRAP
T=467.73'
IE¹=465.53'
IEº=465.03'
STMH
T=468.43'
IE¹1='464.43
IE¹2 =464.48'
IE¹3 =464.47'
IEº=464.33'
GRATE TRAP
T=465.51'
IE¹=460.21'
IEº=460.05'
STMH
T=467.01'
STMH
T=472.72'
IE¹=468.85'
IEº=468.97'
"C
MP
24"CMP
24"CMP
24"CMP
9"PVC8"C
ON
C.
"R
CP
8"
CP
P
UGP
UG
P
UGP UGP
UG
P
UGP
UGP
UGP
UGP
UG
P
UGP
UG
P
SDSD
SD
E
SD
SS
SS
GAS
METER
FIBER
PEDESTAL
(2) (1)
T
T
W W W W W W W W
W
UGP
16"HOL
24"OAK
8"TR
7"TR
28"PN
26"HAC
18"PN
5"TR
10"TR
UG
P
NGNG
UGP
UGP
T
F/O
T
SB
SB
F/0 F/0 F/0 F/0 F/0 F/0 F/0
IR
W
U
U
U
U
U
U
U U
U U U
PROPOSED BUILDING MCA1
FFE = 474.25
KEY PLAN
NORTH
AREA A/A1
AREA C
AREA B
MATCH LINE "A - C" SEE DWG. V-101C
V-101A
C
IV
IL
E X
IS
TI
N G
C O
N D
IT
IO
N S
P
LA
N
A R
E A
A
A1
SCALE 1" = 30'
30' 60'15'CIVIL - EXISTING CONDITIONS PLAN - AREA A
M A
TC
H
L
IN
E
A
B
S
EE
D W
G . V
-1
B
FACSIMILE 706-722-8379
ENGINEERS - PLANNERS - SURVEYORS
452 ELLIS STREET, AUGUSTA, GEORGIA 30901
Cranston Engineering Group, P.C.
mail@cranstonengineering.com
TELEPHONE 706-722-1588
POST OFFICE BOX 2546, AUGUSTA, GEORGIA 30903
TOPOGRAPHIC SURVEY
P R E P A R E D B Y
TECHNICAL DATA:
DATE OF SURVEY - DECEMBER, 2017 MARCH, 2018
DATUM: NAD83 Georgia State Plane East Zone, NAVD88
EQUIPMENT USED - TRIMBLE S6 ROBOTIC TOTAL
STATION ANGULAR PRECISION - 6" PER ANGLE
FIELD PRECISION - 1 IN 18,580 COMPASS
ADJUSTMENT
LEGEND:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391801\CIVIL\10053876-MCA2V101.DWG
1/7/2021 2:14 PM
US Army Corps of Engineers ®
READY TO ADVERTISE (RTA)
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
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E R
S
D R
A W
N B
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D E
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D B
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IT
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TI
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K D
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IP
TI
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MCA2
FO
R
T G
O R
D O
N , G
E O
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IA
S
A V
A N
N A
H D
IS
TR
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T
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IS
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S
IT
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TR
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A
T.
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B
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E
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E V
IS
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R D
A N
C E
W
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N D
M E
N T
/0
8/ 21100
.0
EXISTING
NG
OHP
T
SPOT ELEVATION
CONTOUR
SANITARY SEWER
STORM DRAIN
NATURAL GAS
OVERHEAD POWER
TELEPHONE
DITCH/SWALE
FENCE
(TYPE)
CLEAN-OUT/SS SERVICE
BLDG. STRUCTURE
UGPUNDERGROUND POWER
WATER
TREE LINE
PROPERTY LINE OR
RIGHT-OF-WAY
CONCRETE CURB & GUTTER
BEARING/LENGTH
DIST./RADIUS
HTHW
T
HIGH TEMPERATURE
HEATER WATER
CHWCHILLED WATER
T
E
CONSTRUCTION LIMIT LINE CLL
BENCHMARK
CONTROL POINT
C.P. NO. #
DESCRIPTION
COORDINATES
ELEVATION
(LABEL)
DSD
SS
C.O.
S
W
TREE (LABEL)
(LABEL)
(LABEL)
(LABEL)
IRRIGATION WATER IR
(LABEL)
UNKNOWN UTILITY U
IRIRIRIRIR
IR
IR
IR
IR
IR
8" MAIN
8" M
AI
N
IR IR IR
IR
IR
IR
IR
IR IR
IR
IR IR
IR
IR
IR
IR IR
IRIRIR
IRIRIRIRIRIRIRIR 478
.72478
.85
.69
.62
479.63
.55480
.65
481.31
.70
.39
.58
.71
.11
.44
.66
.76
.67
.51
.43
.42
.05
.00 481
.78
.09
.83
.28
.09
.05
.42
.40
.47
.24
.87
.09
.85
.42
.91
.00
.32
.69
.56
.36
482.39
.54
.89
.91
.93
.59
.57
.52
.78
.46
.99
.52
.58
.38
.78
.21
.67
.12
.77
.08479
.93
.02
.23
.26
.59
.43
.16
.54
.29
.96477
.92
.32
.85
.60
.10
.19
.10
.06
.60
.72480
.91
.71
.07
.45474
.64474 .89
.38
.59
.44
.08
.55
.96
.82
.62
.18
.12
.91
.66
.24
.74
.83
.00
.26
.10
.17
.12
.02
.05
.27
.12
.19475
.88
.84
.46
.04
.83
.88
.21
.85
.09
.67
.40
.77
.79
.72
.95
.50
.49
.78
.06
.42
.64
.52
.71
.79
.77
.42
.81
.87
.87
.98
.33
.79
.37
.31
.01
.09
.01
.97
.65
.35
.14
.72
.04
.41 475
.02 475 .41
.24
482.20481.76 481.20480.18
.33482
.28481 .63
.15480 .66
.28
.35
.33
.10
.32
.33
.78
.17
.76
.88
.24
.90
.75
.98
.92
.14
.38
.89
.51
.50
.40 481
.57
.17
.27
.81
.94 481
.44
.40
.99
.55
.51
.68 478
.65
.77
.46
.86
.70
.18
.14
.44
.90
.82
479.53479.58
.18
.59
.84
.76
.20
.45
.36
.23
.85
.17
.99
CONCRETE SIDEWALK
.40
.85
.60
.19
.33
.06
WV
CONTROL
VALVE
CONTROL
VALVE(2)
GV
CROSSING
SIGNAL
O
O
O O
CROSSING
SIGNAL CROSSING SIGNAL
SWT
T=474.69'
IE=DIRT
FILLED'
SWT
T=474.72'
IE¹=468.57'
IEº=468.39'
UTILITY
BOX
UTIL.
BOX
B STREET
th
S
TR
EE
T
(1)
(2) (3)
(1)(2)
SWT
T=475.05'
IEº=469.35'
POWER
OUTLET
POWER
METER
GV
TRAFFIC
POLE
TRAFFIC
BOX
WV
CO
CO
COCO CO CO
FH
GAS
VALVE
CO
CO
CO
FIBER
PEDESTAL
30"OAK
W
18"OAK
W
18"OAK
8"HW
8"HW
11"HW
11"HW17"BP
22"BP
25"BP
10"HW
10"HW
13"HW
15"HW
W
W
W
WW
W
W
W
18"OAK
W
13"HW
15"HW
10"HW
25"BP
8"HW
10"HW
16"OAK
19"OAK
26"OAK
36"OAK
W
W
W
W
W
RCP
UGP
UG
P
W W
UG
P
UG
P
UG
P
UG
P
UGP
UG
P
UG
P
UGP UGP
E
SD
SD
SDSD
T
T T T
T
T
T
T T
T T
UGP UGPUGP
UGP
E
12"RCP
NG
13"HW
NGNGNG
NG
W
NG
NG
NGNG
HT
HW
HT
HW
W
W
UG
P
UG
P
UG
P
UG
P
W
W W
UG
P
UG
P
UGPUGP UGP
UGP
UG
P
GV(3)
GV(2)
E
T
T
F/0
TT
TT
T
T T
T
T
UG
P UGP
NG
NG
NG
NG
NG
NG
NG
NG
NG NG
HT
HW
HT
HW
HT
HW
HT
HW
E
E
CO
NC
. P
AD
CONC.
PAD CONC.
PADCONC.
PAD
TRANS.
TRAFFIC
POLE W/ARM
E
E
E
T
E E E
F/O
T
E
TRANS.
E
E
E
ALEXANDER HALL 1
STORY BRICK
BUILDING #29805
FF=481.72'
OLMSTEAD HALL 1
STORY BRICK
BUILDING #29805
FF=481.69'
PUMP
CABINET
NG
NG
CH
W
CH
W
W W
W W
W W
WWWW
NGNG
th
S
TR
EE
T
IR
IR
IR
IR
IR
8" MAIN
W W
WWW
CHWCHWCHWCHWCHWCHWCHWCHW
NG NG NG NGNG NG
8"W
481 479
SI
GN SI
GN
BOLLARDS(3)
BOLLARDS(7)
CANNON
BASE(2)
CONC.
PAD
CONCRETE SIDEWALK
HDCP
SIGN(5)
SIGN(4)
SIGN
SI
GN
METAL
LID
CONCRETE SIDEWALKCONCRETE
SIDEWALK
CONC.
PAD
BOLLARDS(12)
CONCRETE SIDEWALK
CONC.
PAD
CONC.
PAD
SIGN(3)
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CANNON
BASE
CANNON
BASE
MONUMENT
BASE
METAL
VAULT
BOLLARD(2)
M
UL
CH
A
RE
A
GR
AV
EL
A
RE
A
GR
AV
EL
A
RE
A
GR
AV
EL
A
RE
A
M
UL
CH
A
RE
A
METAL
GRATE
EXISTING PARKING LOT
EXISTING PARKING LOT
EXISTING PARKING
LOT
EXISTING PARKING LOT
EXIST. PARKING
LOT
D
D
D
D D
D
D
D
D
DFAC #4
BUILDING #29704
UGP UGP UGP
HT
HW
HT
HW
HT
HW
CH
W
CH
W
CH
W
W
UGP UGP
T T T T
NGNGNGNGNG
UGPUGP
UG
P
UG
P
UGP
12"W W W W W W W W W
CHAMBERLAIN AVE.
CHAMBERLAIN AVENUE
th
S T.
474474
48047
HT
HW
UG
P
CH
W
CH
W
BENCHMARK NO.7
#4REBAR SET C.E.G. POINT
#130 ELEV=475.43'
N=1,245,693.28 E=662,950.41
HTHW
HTHW HTHW
HT
HW
.34
GRATE
T=481.56'
STMH
T=472.72'
IE¹=468.85'
IEº=468.97'
GRATE TRAP
T=478.69'
IE¹1=473.23'
IE¹2 =471.76'
IE¹3 =471.10'
IEº=471.09'
DWT
T=479.18'
IE¹=474.98'
IEº=475.06'
DWT
T=479.49'
IEº=475.41'
GRATE TRAP
T=478.36'
IEº=475.01'
STMH
T=479.37'
IE¹=474.97'
IEº=471.24'
SWT
T=478.00'
IEº=472.85' SWT
T=478.52'
IEº=474.92'
GRATE TRAP
T=477.58'
IEº=473.38'
SWT
T=476.31'
IE¹=471.51'
IEº=470.82'
SWT
T=475.44'
IE¹=469.68'
IEº=469.39'
SWT
T=474.98'
IE¹=468.84'
IEº=468.64'
SWT
T=474.83'
IE¹=468.57'
IEº=467.58'
SWT
T=474.77'
IE¹1=468.62'
IE¹2 =467.12'
IEº=466.84'
GRATE TRAP
T=475.44'
IE¹=472.09'
IEº=469.04'
GRATE TRAP
T=470.04'
IE¹=467.19'
IEº=466.91'
GRATE TRAP
T=481.22'GRATE TRAP
T=481.14'
"R
CP
8"
CP
P
12"RCP
"C
M P
24"RCP
"R
CP
18"RCP
"R
CP
"C M
P
18"RCP 24"RCP
10"RCP
"R
CP
UG
P
UGP
UG
P
UG
P
UG
P
UG
P
UGP
UG
PUG
P
UGP
UGP
UG
P
UG
P
UGP UGP
UG
P UGP
UGP UGP UGP UGP UGP UGP
SD
UGP UGP UGP
E
SD SD
SD
UGP
th
ST
RE
ET
DISPLAY
CONC. PAD
EX
IS
T.
A
T/
FP
W
AL
L (T
YP
W W
W W
ASPHALT PARKING LOT
E
W W
W W
NG
SD
GRATE TRAP
T=477.86'
T
UGP
5"BUSH
4"BUSH
6"BUSH
14"HAC
22"PN
7"HAC
12"OAK
18"OAK
8"OAK
8"OAK
8"OAK
12"HW
22"HAC
13"HAC
5"BUSH
5"BUSH
24"OAK
13"HW
6"BUSH
5"BUSH
10"HW
UGP UGP UGP UGP
UG
P
NG
25"BP
CO
NC
RE
TE
S
ID
EW
AL
K
T T T TF/OF/OF/O
F/0F/0F/0F/0F/0F/0F/0F/0F/0
IR IR IR
IR
IR
W
U
U
U
U
U
U
U
U
U
U
U
U U U U
U
U U U U U
PROPOSED BUILDING MCA1
FFE = 474.25
KEY PLAN
NORTH
AREA A/A1
AREA C
AREA B
V-101B
C
IV
IL
E X
IS
TI
N G
C O
N D
IT
IO
N S
P
LA
N
A R
E A
B
File Path:
Plot Date:
K:\10391801\CIVIL\10053876-MCA2V101.DWG
1/7/2021 2:18 PM
A1
SCALE 1" = 30'
30' 60'15'
M A
TC
H
L
IN
E
A
B
S
EE
D W
G . V
-1
A
CIVIL - EXISTING CONDITIONS PLAN - AREA B
MATCH LINE "B - C" SEE DWG. V-101C
FACSIMILE 706-722-8379
ENGINEERS - PLANNERS - SURVEYORS
452 ELLIS STREET, AUGUSTA, GEORGIA 30901
Cranston Engineering Group, P.C.
mail@cranstonengineering.com
TELEPHONE 706-722-1588
POST OFFICE BOX 2546, AUGUSTA, GEORGIA 30903
TOPOGRAPHIC SURVEY
P R E P A R E D B Y
TECHNICAL DATA:
DATE OF SURVEY - DECEMBER, 2017 MARCH, 2018
DATUM: NAD83 Georgia State Plane East Zone, NAVD88
EQUIPMENT USED - TRIMBLE S6 ROBOTIC TOTAL
STATION ANGULAR PRECISION - 6" PER ANGLE
FIELD PRECISION - 1 IN 18,580 COMPASS
ADJUSTMENT
LEGEND:
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391801\CIVIL\10053876-MCA2V101.DWG
1/7/2021 2:18 PM
US Army Corps of Engineers ®
READY TO ADVERTISE (RTA)
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
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D R
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K D
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FO
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TR
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B
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E
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01/08/21
R
E V
IS
E
D
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A C
C O
R D
A N
C E
W
IT
H A
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N D
M E
N T
/0
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.0
EXISTING
NG
OHP
T
SPOT ELEVATION
CONTOUR
SANITARY SEWER
STORM DRAIN
NATURAL GAS
OVERHEAD POWER
TELEPHONE
DITCH/SWALE
FENCE
(TYPE)
CLEAN-OUT/SS SERVICE
BLDG. STRUCTURE
UGPUNDERGROUND POWER
WATER
TREE LINE
PROPERTY LINE OR
RIGHT-OF-WAY
CONCRETE CURB & GUTTER
BEARING/LENGTH
DIST./RADIUS
HTHW
T
HIGH TEMPERATURE
HEATER WATER
CHWCHILLED WATER
T
E
CONSTRUCTION LIMIT LINE CLL
BENCHMARK
CONTROL POINT
C.P. NO. #
DESCRIPTION
COORDINATES
ELEVATION
(LABEL)
DSD
SS
C.O.
S
W
TREE (LABEL)
(LABEL)
(LABEL)
(LABEL)
IRRIGATION WATER IR
(LABEL)
A T/
FP
AT/FP AT/FP
AT/FP
SD SD
473 473
SD
SD
CONTROL
VALVE
W W
IRIRIRIRIR 8" MAIN
8" M
AI
N
IR IR IR IR
IR IR IR
IR IR
IRIRIR
IRIRIR
IR IR
IRIR
IR
IR
IR
IR
IR
IR
IR
IR IR
IR
IR
IR IR
IR
IR
IR
IR
IR
IR
IR
IR
IR IR IR IR
IRIRIRIRIR
IRIRIRIRIR
IRIRIR IR
470.84473.50
.63
.13471
.58
.78
.86
.59
.42
.05
.85
.21
.12
.09
.71
.08
.12
.06
.88
.71
.40
.24
.46
.04
.76
.82
.27
.90
.97
.62
.35
.01
.35
.02
.23
.22
.34
.94
.32472
.95473 .64
.60
.76
.80
.52
.63
.66
.82
.52
.70476
.81477 .76
.81
477.62
.72478
.85
.69
.62
479.63
.55480
.65
481.31
.70
.39
.58
.71
.11
.44
.66
.76
.28
.83
.36
.62
.80
.32
.49
.67
.51
.43
.42
.05
.00 481
.78
.09
.83
.28
.09
.05
.40
.06
.61
.57
.46
.48
.34477
.62478 .42
.40
.47
.24
.87
.09
.85
.42
.91
.00
.32
.89
.27
.35
.15
.52
.16
.69
.56
.36
.03
.59
.61
.75
.12
.83
.42
.69
.84
.48
.25
.58
.92
.29
.01
.19
.15
.23
.36
.26
.43
.18
.81
.38
.20
.92
.92
.91
.09
.95
.15 472
.02
.11
.43
.67
.13
.74
.08474
.53
.20473
.47
.76
.06
.41
.70475
.09
.45
.79474
.55
.97
482.39
.54
.89
.91
.93
.59
.57
.52
.78
.46
.99
.52
.58
.38
.78
.21
.67
.12
.77
.08479 .93
.02
.23
.26
.59
.43
.16
.54
.29
.96477
.92
.10
.53
.32
.82
.85
.50
.31
.10
.31
.78
.10
.58
.85
.60
.10
.19
.10
.45
.16
.64
.04
.24
.06
.03
.31
.26
.12
.15
.96
.28
.25
.87
.30
.60
.72480
.91
.71
.80
.44
.12
.10
.17
.12
.88
.21
.85
.09
.67
.40
.79
.72
.51
.04
.98
.72
.79
.29
.25
482.20481.76
.33482
.28484 .76
.88
.92
.14
.12
CONCRETE SIDEWALK
.79
.26
.22
.33
.36
.62
.46
.10
.85
.60
.19
.33
.45
.24
.42
.52
.44
.00
.06
.90
.65
.15
.28
.25
.69
.57
.23
.19
.26
.57
.44
.54
.54
.54
.43
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
SSMH
T=473.12'
IE¹1=459.60'
IE¹2 =459.52'
IEº=459.42'
(1)
(2)
GRATE TRAP
T=470.56'
IE=467.06'
WV
CONTROL
VALVE
FH
CONTROL
VALVE
CONTROL
VALVE
CONTROL
VALVE(2)
GV
STMH
T=474.72'
GEN.
PUMP
BOX
WV
SIGNAL
POLE
SWT
T=474.64'
IE=DIRT
FILLED'SWT
T=471.63'
IE=DIRT
FILLED'
SWT
T=474.69'
IE=DIRT
FILLED'
UTILITY
BOX
UTIL.
BOX
U U U U U U U U U U
POWER
OUTLET
TRAFFIC
POLE
TRAFFIC
BOX
CO CO
POWER
OUTLET
36"OAK
19"OAK
28"OAK
30"OAK
W
W
18"OAK
18"MAPLE
W
15"CMP
24"CMP
18"OAK
S.
S.
P
IP
E
36"OAK
19"OAK
26"OAK
36"OAK
W
W
W
W W
W
F F
CHW
CHW
RCP
E
W
T
SS SS
SS
SS
UGP
SS
SS
UG
P
UG
P
UGP
UGP
UG
P
W
UG
P
WUG
P
E
SS
SS
SD
SD
SD
E
T
T
T
T T T
T
T T
T
T
T T
T T
T
T
T
T
T
T T T T T
T
UGP UGPUGP
UGP UGP UGP
UGP UGP
UGPE
UGP
UGP
E
E
E
E
W W
UG
P
E
NG
20"OAK
NG
NG NGNG
W
NGNG
HTHW
HT
HW
HT
HW
HT
HW
HT
HW
W
SS
F
CHW
CHW
S
S
SS SS
SSSS
SS
SS
SS
UGP
UG
P
UG
P
UG
P
UGP UGP
UG
P
UG
P
UG
P
UG
P
GV(3)
GV(2)
SD
SD SD
E
T
T
T T
T T
F/0
T
TTT
TT
T
T T
T
T
T
T T
T
T T
UG
P UGP UGP UGP
UGP UGP
E
SIGNAL TOWER
10-STORY
BUILDING #29808
FFE=481.80
NG
NG
NGNG
NG NG
HT
HW
HT
HW
HT
HW
HT
HW
HT
HW
HT
HW
HTHW
HTHW
E
TRANS.
TRAFFIC
POLE W/ARM
E
E
E
E
E
E
TRANS.
E
E
T
E
E
CO
OLMSTEAD HALL 1
STORY BRICK
BUILDING #29805
FF=481.69'
NG
IR
IR
IR
IR
IR
8" MAIN
477478479
464 481
481 479
478 477 476
474 473
SI
GN SI
GN
BOLLARDS(3)
BOLLARDS(7)
BOLLARDS(3)
CANNON
BASE(2)
CONC.
PAD
BRICK
DISPLAY
CONC. PAD
CONC.
PAD
METAL
GRATE
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE
SIDEWALK
CO
NC
RE
TE
S
ID
EW
AL
K
CO
NC
RE
TE
S
ID
EW
AL
K
CONCRETE SIDEWALK
BOLLARDS(8)
3"
FL
AG
P
OL
ES
(T
YP
CONCRETE SIDEWALK
CO
NC
. R
ET
. W
AL
L
CONC. PAVEMENT
CONCRETE SIDEWALK
CANNON
BASE
CANNON
BASE
MONUMENT
BASE
METAL
VAULT
CO
NC
RE
TE
S
ID
EW
AL
K
LOADING DOCK
CONC.BENCH
BRICK
SIDEWALK
BRICK
480 475
D
D
D
UGP UGP UGP UGP UGP UGP UGP UGP
D
W W W W W W W W W W W
UG
P
CHAMBERLAIN AVE.
CHAMBERLAIN AVENUE
SD SD
15"METAL PIPE
UG
P
HTHW
.34
GRATE
T=481.56'
IE¹=460.31'
IEº=460.19'
T=463.21'
IE¹=461.53'
IEº=460.88'
GRATE TRAP
T=480.86'
GRATE TRAP
T=481.21'
GRATE TRAP
T=480.43'
THRU-WALL PIPE
UG
P
UG
P
UG
P
UG
P
UGP
UG
P
UG
P
UG
P
UG
P
UG
P
UGP
UG
P
UG
P
UG
P
UG
P
UGP
UG
P
UG
P
UG
P
UGP
UG
P
UGP
UG
P
UGP
UGP
UGP UGP UGP
E
UGP
CLL(MCA-1)
CLL(MCA-1)
CLL(
MCA-1)
MCA-1 CONSTRUCTION LINE LIMITS
DISPLAY
CONC. PAD
MAIN FLAG
POLE
EX
IS
T.
A
T/
FP
W
AL
L (T
YP
W
E
UGP
CO
GRATE TRAP
T=477.86'
T
T
W W W W
(1) (2)
(3)
SS
SSMH
T=477.29'
IE¹1=463.62'
IE¹2 =463.28'
IE¹3 =463.10'
IEº=462.91'
UGP
16"HOL
24"OAK
2"CED
24"CED
2"CED
19"PN19"PN
25"OAK
19"OAK
WWWW
W W
NG
CO
NC
RE
TE
S
ID
EW
AL
K
T
T T
F/0F/0F/0F/0F/0F/0F/0
F/0 F/0 F/0 F/0
IR
IR IR IR
IR
IR
W
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U U U U
U
IRIR IR
IR
U
U U U U U
W
WWW
IR
IR
PROPOSED BUILDING MCA1
FFE = 474.25
KEY PLAN
NORTH
AREA A/A1
AREA C
AREA B
MATCH LINE "B - C" SEE DWG. V-101B
V-101C
C
IV
IL
E X
IS
TI
N G
C O
N D
IT
IO
N S
P
LA
N
A R
E A
C
A1
SCALE 1" = 30'
30' 60'15'
CIVIL - EXISTING CONDITIONS PLAN - AREA C
MATCH LINE "A - C" SEE DWG. V-101A
FACSIMILE 706-722-8379
ENGINEERS - PLANNERS - SURVEYORS
452 ELLIS STREET, AUGUSTA, GEORGIA 30901
Cranston Engineering Group, P.C.
mail@cranstonengineering.com
TELEPHONE 706-722-1588
POST OFFICE BOX 2546, AUGUSTA, GEORGIA 30903
TOPOGRAPHIC SURVEY
P R E P A R E D B Y
TECHNICAL DATA:
DATE OF SURVEY - DECEMBER, 2017 MARCH, 2018
DATUM: NAD83 Georgia State Plane East Zone, NAVD88
EQUIPMENT USED - TRIMBLE S6 ROBOTIC TOTAL
STATION ANGULAR PRECISION - 6" PER ANGLE
FIELD PRECISION - 1 IN 18,580 COMPASS
ADJUSTMENT
LEGEND:
.0
EXISTING
NG
OHP
T
SPOT ELEVATION
CONTOUR
SANITARY SEWER
STORM DRAIN
NATURAL GAS
OVERHEAD POWER
TELEPHONE
DITCH/SWALE
FENCE
(TYPE)
CLEAN-OUT/SS SERVICE
BLDG. STRUCTURE
UGPUNDERGROUND POWER
WATER
TREE LINE
PROPERTY LINE OR
RIGHT-OF-WAY
CONCRETE CURB & GUTTER
BEARING/LENGTH
DIST./RADIUS
HTHW
T
HIGH TEMPERATURE
HEATER WATER
CHWCHILLED WATER
T
E
CONSTRUCTION LIMIT LINE CLL
BENCHMARK
CONTROL POINT
C.P. NO. #
DESCRIPTION
COORDINATES
ELEVATION
(LABEL)
DSD
SS
C.O.
S
W
TREE (LABEL)
(LABEL)
(LABEL)
(LABEL)
IRRIGATION WATER IR
(LABEL)
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391801\CIVIL\10053876-MCA2V101.DWG
1/7/2021 2:19 PM
US Army Corps of Engineers ®
READY TO ADVERTISE (RTA)
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
TE
D B
Y
S
IZ
E
C H
E C
K E
D B
Y
A N
S I D
IS
S
U E
D A
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C O
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TR
A C
T N
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S O
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C
IT
A
TI
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N N
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D A
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M
A R
K D
E S
C R
IP
TI
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MCA2
FO
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T G
O R
D O
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R G
IA
S
A V
A N
N A
H D
IS
TR
IC
T
W E
S T
O G
LE
TH
O R
P E
A V
E N
U E
S A
V A
N N
A H
, G A
H D
R A
R
LI
N G
TO
N
, V
IR
G
IN
IA
N O
V E
M B
E R
S
C I M
IS
S
IO
N
C O
M M
A N
D , U
N
IV
E R
S
IT
Y R
E G
IS
TR
A R
F O
R C
E M
O D
E R
N
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A
TI
O N
A N
D P
R O
P O
N E
N C
Y
D . H
O
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A N
N
T.
W
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B
E R
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C . E
C
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V E
A
T.
W
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B
E R
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W
2H N
B
C A
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G
O R
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O D
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1-
-0
FY
P N
01/08/21
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0
8/
.95
.74
.12
.30465
.74
.28
465.30
.69
.14466
.28
.47
SIGN
(2)(1) D
CHAMBERLAIN AVE.
E
CONCRETE SIDEWALK
D
D
D
W W
NG NG NG
T T T
T T
T T
T
SD
30"CM
P
STMH
T=466.12'
IEº=460.57'
STMH
T=464.92'
IE¹1=456.08'
IE¹2 =455.77'
IEº=455.44'
24"CMP
24"CMP
UGP UGP
UGP
UGP UGPCLL
CLL
EXIST. SIDEWALK (TYP.)
F/O
"W
"W
"W
"W
W W
IR IR
IR IR
IR IR
IR
IR
IR
IR IR IR
IRIRIR
.63470.84473.50
.38
.96
.83
.24
.50
.08
.29
.67
.88
.28
.88
.71
.40
.24
.46
.04
.76
.82
.27
.90
.99
.46
.06
.70
.38
.06
.94
.42
.28
.34
.99
.78
.22
.97
.62
.35
.01
.35
.02
.23
.22
.34
.94
.27
.65
.93
.39
.98
.26
.56471
.32472 .95473
.64
.60
.76
.80
.52
.63
.66
.82
.52
.70476
.81
.76
.81
477.62
.72478
.85
.34477
.62478 .42
.40
.69
.56
.36
.03
.59
.61
.75
.12
.29
.01
.19
.15
.23
.36
.26
.43
.18
.92
.92
.91
.09
.95
.71
.80
.93
.24
.82
.69
.45474
.64474 .89
.29
.96
.82
.62
.91
.10
.23
.86
.41
.73
.68
.88
.26
.65472
.26
.16
.40
.20
.48
.63
.28
.16
.13
.88
.19
.04
.08
.02
.24
.59
.73
.20
.33
.04 470
.77
.88
.81
.22
.54
.80
.23
.06
.83468
.43 469 .20
.26
.50
.50
.12
.44
.98
.11
.57
.91
.06
.28
.50
.21
.74
.62
.46
.10
.27
.32
.58
.21
.53
.24
.99
.55
.60
.85
.68
.41
.77
15"CMP
STMH
T=468.11'
IE¹=464.01'
IEº=463.76'
STMH
T=467.52'
IE¹1=463.57'
IE¹2 =462.82'
IEº=462.55'
(1)
(2)
STMH
T=469.34'
IE¹=465.16'
IEº=464.93' STMH
T=467.37'
IE¹1=463.27'
IE¹2 =462.87'
IEº=463.22'
(2) (1)
(2)
(1) (3)
STMH
T=470.18'
IE¹1=465.98'
IE¹2 =465.68'
IEº=465.38'
STMH
T=469.01'
IE¹=464.45'
IEº=462.91'
(1) (2)
GRATE TRAP
T=470.56'
IE=467.06'
CONTROL
VALVE
STMH
T=474.72'
SIGNAL
POLE SIGNAL
POLE
STMH
T=470.58'
IE=DIRT
FILLED'
SWT
T=471.84'
IE¹1=467.09'
IE¹2 =466.91'
IEº=466.22'
(1)(2)
SWT
T=474.64'
IE=DIRT
FILLED'SWT
T=471.63'
IE=DIRT
FILLED'
SWT
T=474.69'
IE=DIRT
FILLED'
SWT
T=474.72'
IE¹=468.57'
IEº=468.39'
UTILITY
BOX
UTIL.
BOX
U U U U U U U U U U U U U U U U U U U U U U U U
SSMH
T=472.08'
IE¹=468.38'
IEº=468.18'
SSMH
T=471.43'
IE¹=467.68'
IEº=467.53'
FIRE PROTECTION
VALVE
TELE.
BOX
CONC.
PAD
CO
CO
FH
FH
ELECT.
BOX
CONC.
PAD
METER
CONC.
PAD
CONC.
PAD CO
PUMP
CABINET
3 STORY BLOCK
BUILDING #29705
6"TR
28"OAK
W
8"CRM
"R
CP
24"CMP
24"CMP
15"CMP
8"CMP
18"CMP
10"RCP
12"CMP
24"CMP
W W W
15"HW16"HW
15"CRM
15"CRM
W
W
WW
24"OAK
18"CRM
20"OAK
15"CRM
16"PN
18"OAK
8"CRM
8"CRM 9"CRM
7"CRM
W
17"OAK
16"OAK
21"OAK
W
W
W
W
W W
RCP
12"CPP 10"CPP
S
W W
W
W
T
W
W W
W W
W
UGP
UGP
UG
P
UGP UGP UGP
UGP
UGP UGP UGP
UGP
SD
SD
D
D
D
SD
SD
SD
T
T
T
T
T
T
T
TT T
F/O T
T
T
T
T T T
UGP
UGP
UGP UGP
UGP UGP UGP
UGP
18"OAK
15"CRM
NG
W
NGNG
NG
NGNGNG
NG
NG NGNG
W
W
W
S
UG
P
UG
P
UG
P
W
W WW
WW
W
UGP UGP UGP
UG
P
UGP UGP UGP
UGPUGP UGP
E
SD
SD
SD
SD
D
SD
SD
T
T
TT
F/0 T T
F/O
T
T T T
T
T
T
T
T
UGP UGP UGP UGP UGPUGP
E
NGNG
NG
NGNG
NGNGNG
NGNG
E F/O
F/O
E
E
T E
E
E
TRANS.
PAD
METAL
LID
C
T
E
E
POWER
CABINET(2)
T
CO
FIBER
LID
FH
BENCHMARK NO.6
#4REBAR SET C.E.G.
POINT #120 ELEV=468.09'
N=1,245,671.42 E=663,855.58
BENCHMARK NO. 5
#4REBAR SET C.E.G.
POINT #2 ELEV=467.44'
N=1,246,000.72 E=663,799.34
IR
CHWCHWCHWCHWCHWCHWCHWCHW
CH
W
478 477 476
474 473
469 468
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CO
NC
RE
TE
S
ID
EW
AL
K
CO
NC
RE
TE
S
ID
EW
AL
K
SI
GN
SI
GN
SIGN
CONCRETE SIDEWALK
SIGN
CONCRETE SIDEWALK
CONC.
PAD
SIGN(3)
METAL
VAULT
PUMP
CABINET
EXISTING PARKING
LOT EXISTING PARKING LOT
(137 TOTAL SPACES)
EXIST. PARKING
LOT
EXISTING PARKING LOT
D
D
D
D
D
D
D
D
D
D
D D
D
W
W W
W
UGP UGP UGP UGP UGP UGP UGP UGP UGP
UG
P
UG
P
UG
P
UG
P
UG
P
UGP
T T T
T T
T T T T T
T
T T
T
T
T
T
NGNG
TD
GRATE TRAP
T=469.97'
IE¹=466.92'
IEº=466.72'
D
D
T T
T T
CHW
T
T
T
SD SD SD SD
SD
SD
UGP
NG NG
T T
TT
UGP
W W W W
CHAMBERLAIN AVE.
B STREET
SD SD SD SD SD SD
15"METAL PIPE
15"METAL PIPE
469 468
SAWCUT STRAIGHT
EXIST. ASPHALT
PAVEMENT (TYP.)
CONC.
PAD
CONNELY HEALTH
CLINIC
UGPUGP
UGP
N:1245998.70 E:663854.22
N:1245924.64 E:663463.22
N:1245920.87 E:663421.77
N:1245756.64 E:663418.64
N:1245734.54 E:663437.50 N:1245727.36
E:663802.58
N:1245671.46 E:663859.77
N:1245707.92 E:663861.31
SIGNAL
POLE
UGP
CH
W
T
T
472473
8"PVC 12"RCP
6"CLAY
10"RCP
"C
MP
STMH
T=467.04'
IE=463.58'
GRATE TRAP
T=467.73'
IE¹=465.53'
IEº=465.03'
STMH
T=468.43'
IE¹1='464.43
IE¹2 =464.48'
IE¹3 =464.47'
IEº=464.33'
GRATE TRAP
T=465.51'
IE¹=460.21'
IEº=460.05'
STMH
T=467.01'
STMH
T=472.72'
IE¹=468.85'
IEº=468.97'
"C
MP
24"CMP
24"CMP
24"CMP
9"PVC8"C
ON
C.
"R
CP
8"
CP
P
24"CMP
UGP
UG
P
UGP UGP
UG
P
UGP
UGP
UGP
UGP
UG
P
UGP
UG
P
SDSD
SD
C
LL
C
LL
C
LL
C
LL
CLL CLL
CLL
CLLCLL
CLL
CONSTRUCTION LINE LIMITS (CLL) NOTES
THE PROJECT LIMITS OF DISTURBANCE.
LOCATION OF CONSTRUCTION FENCE
SHALL BE ON OR IMMEDIATELY WITHIN
THE CLL.
CONSTRUCTION LINE LIMITS (CLL) NOTES
THE PROJECT LIMITS OF DISTURBANCE.
LOCATION OF CONSTRUCTION FENCE
SHALL BE ON OR IMMEDIATELY WITHIN
THE CLL.
N:1245727.85 E:663849.60
N:1245909.68 E:663852.52
N:1245998.26 E:663341.86
REMOVE TOP
E
SD
SS
SS
GAS
METER
FIBER
PEDESTAL
(2) (1)
SAWCUT STRAIGHT
EXIST. SIDEWALK (TYP.)
SAWCUT STRAIGHT
EXIST. SIDEWALK (TYP.)
T
T
W W W W W W W W
W
UGP
T
16"HOL
24"OAK
8"TR
7"TR
28"PN
26"HAC
18"PN
5"TR
10"TR
UG
P
NGNG
UGP
UGP UGP
T
F/O
N:1245734.91 E:663418.22
T
SB
SB
F/0 F/0 F/0 F/0 F/0 F/0 F/0
1414 14
7 7
11 7
14 14 14 14 14
13 13
7 7
2 22
9 7
12 12 12
9 7
EXIST. IRRIGATION FIELD LOCATION
(FROM AUD GIS). FIELD VERIFY PRIOR
TO CONSTRUCTION.
IR
W
U
U
U
U
U
U
U U
U U U
PROPOSED BUILDING MCA1
FFE = 474.25
KEY PLAN
NORTH
AREA A/A1
AREA C
AREA B
MATCH LINE "A - C" SEE DWG. CD101C
CD101A
C
IV
IL
S
IT
E D
E M
O
LI
TI
O
N P
LA
N
A
R E
A A
A1
SCALE 1" = 30'
30' 60'15'CIVIL - SITE DEMOLITION PLAN - AREA A
M A
TC
H
L
IN
E
A
B
S
EE
D W
G . C
D
1B
GEOTECHNICAL NOTE:
1. CONTRACTOR SHALL REFER TO THE REPORT OF
SUBSURFACE EXPLORATION AND GEOTECHNICAL
ENGINEERING EVALUATION PREPARED BY THE SOILS
SECTION GEOTECHNICAL & HTRW BRANCH USACE,
SAVANNAH REGARDING SUBSURFACE CONDITIONS AND
CONSTRUCTION RECOMMENDATIONS.
DEMOLITION LEGEND:
REMOVE
PROTECT & MAINTAIN
ABANDON
SALVAGE
RELOCATE
1. BUILDING STRUCTURES
(CANOPY; SHED; PORTABLE BLDG.)
2. CONCRETE
(PAVEMENT; PAD; CURB & GUTTER; SIDEWALK,
SAWCUT OR REMOVE FROM NEAREST JOINT )
3. ASPHALT
(PAVEMENT; CURB)
4. PAVERS
(MODULAR PAVERS)
5. WALLS/RETAINING WALLS
(MASONRY; CONCRETE; MODULAR)
6. FENCE/GATE
7. STORM DRAIN
(STRUCTURE; PIPE)
8. SANITARY SEWER
(MANHOLE; PIPE; CLEAN-OUT)
9. WATER
(POTABLE; FIRE LINE; STRUCTURE; PIPE)
10. PROCESS WATER
(CHILLED WATER; HIGH TEMPERATURE)
11. ELECTRICAL/POWER
(POWER POLE; LIGHT POLE, ELEC. BOXES)
12. TELEPHONE/COMMUNICATION
(MANHOLE; JUNCTION BOX; PANEL)
13. NATURAL GAS/FUEL LINE
(PIPE; METER)
14. VEGETATION
(TREE; SHRUB)
15. MISC. ITEMS
(SIGN; PAINT MARKER; BOLLARD; AS NOTED)
CONSTRUCTION LIMIT LINE CLL
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391801\CIVIL\10053876-MCA2CD101.DWG
1/7/2021 2:23 PM
US Army Corps of Engineers ®
READY TO ADVERTISE (RTA)
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
N E
D B
Y
S U
B M
IT
TE
D B
Y
S
IZ
E
C H
E C
K E
D B
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A N
S I D
IS
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D A
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C O
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TR
A C
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IT
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TI
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D A
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A R
K D
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C R
IP
TI
O N
MCA2
FO
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T G
O R
D O
N , G
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R G
IA
S
A V
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N A
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IS
TR
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IS
S
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C O
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S
IT
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E G
IS
TR
A R
F O
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O D
E R
N
IZ
A
TI
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A N
D P
R O
P O
N E
N C
Y
D . H
O
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A N
N
T.
W
IM
B
E R
LY
C . E
C
LA
V E
A
T.
W
IM
B
E R
LY
W
2H N
B
C A
TE
G
O R
Y C
O D
E
1-
-0
FY
P N
DEMOLITION NOTES:
1. ITEMS TO BE DEMOLISHED ARE DOUBLE HATCHED;
ITEMS TO BE ABANDONED (IF ANY) ARE SINGLE
HATCHED; AND BOTH SHOWN DOTTED.
2. UNDERGROUND LOCATIONS ARE APPROXIMATE AND
SUPPLIED BY VARIOUS UTILITY COMPANIES. NOTIFY
THE CONTRACTING OFFICER IMMEDIATELY IN
WRITING OF ANY CONFLICTS OR DISCREPANCIES.
3. CONTRACTOR TO VERIFY ALL EXISTING FIELD
CONDITIONS PRIOR TO DEMOLITION &
CONSTRUCTION WORK INCLUDING FIELD VERIFY ALL
UTILITY LOCATIONS AND HAVE APPROPRIATE UTILITY
COMPANY MARK THEIR LOCATION BEFORE DIGGING
OR TRENCHING. THIS SHALL INCLUDE BUT IS NOT
LIMITED TO THE USE OF SONIC, ELECTRONIC OR
MAGNETIC DETECTION DEVICES, BY NOTING PULL
BOX AND UTILITY BOX LOCATIONS AT THE SURFACE,
AND BY POTHOLING. CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING ANY UTILITIES
DAMAGED DURING CONSTRUCTION AT NO
ADDITIONAL COST TO THE GOVERNMENT.
4. UNLESS OTHERWISE NOTED: DEMOLISHED ITEMS TO
BE REMOVED IN ITS ENTIRETY FROM SITE &
DISPOSED OF IN LEGAL MANNER OR UPON
CONTRACTING OFFICER'S DISCRETION .
5. CONTRACTOR TO PROTECT BENCHMARKS SET BY
THE SURVEYOR SHOWN ON DWG.C-001 VICINITY MAP.
PRESERVE BENCHMARKS LOCATED WITHIN THE
CONSTRUCTION LIMITS UNTIL NEW BENCHMARK IS
RE-ESTABLISHED.
6. MISCELLANEOUS SIGNS, STREET SIGNS, MILITARY
MEMORABILIA DISPLAYS, FLAGPOLES, ETC. WITHIN
THE PROJECT LIMITS INCLUDING ITS AMENITIES
SHALL BE SALVAGED AND TURNED OVER TO BASE
OPS CONTRACTOR.
7. THE CONTRACTOR IS REQUIRED TO CONTACT
GEORGIA811 THREE (3) DAYS PRIOR TO ANY DIGGING
OR COMMENCING OF CONSTRUCTION.
SE
E
D R
A W
IN
G
IN
SE
T O
N T
H
IS
S H
T.
FO
R C
O N
TI
N
U A
TI
O
N
DRAWING
INSET
C
O N
TI
N
U A
TI
O
N
01/08/21
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0
8/
8"IR
8"
IR
8"IR
8"
IR
8"
IR
8"
IR
W W
IRIRIRIRIR
IR
IR
IR
IR
IR
8" MAIN
8" M
AI
N
IR IR IR
IR
IR
IR
IR IR
IR
IR IR
IR
IR
IR
IR IR
IRIRIR
IRIRIRIRIRIRIRIR 478
.72478
.85
.69
.62
479.63
.55480
.65
481.31
.70
.39
.58
.71
.11
.44
.66
.76
.51
.43
.42
.05
.00 481
.78
.09
.83
.28
.09
.05
.42
.40
.47
.24
.87
.09
.85
.42
.91
.00
.32
.69
.56
.36
482.39
.54
.89
.91
.93
.59
.57
.52
.78
.46
.99
.52
.58
.38
.78
.21
.67
.12
.77
.08479 .93
.02
.23
.26
.59
.43
.16
.54
.29
.96477
.92
.32
.85
.60
.10
.19
.10
.06
.60
.72480
.91
.71
.07
.45474
.64474 .89
.38
.59
.44
.08
.55
.96
.82
.18
.12
.91
.66
.24
.74
.83
.00
.26
.10
.17
.12
.02
.05
.27
.12
.19475
.88
.84
.46
.04
.83
.88
.21
.85
.09
.67
.40
.77
.79
.72
.95
.50
.49
.78
.06
.42
.64
.52
.71
.79
.77
.42
.81
.87
.87
.98
.33
.79
.37
.31
.02
.01
.09
.01
.97
.65
.35
.14
.72
.04
.41 475
.02 475 .41
.24
482.20481.76 481.20480.18
.33482
.28481 .63
.15480
.66
.28
.35
.33
.10
.32
.33
.78
.17
.76
.88
.24
.90
.75
.98
.92
.14
.38
.89
.51
.50
.40 481
.57
.17
.27
.81
.94 481
.44
.40
.99
.55
.51
.68 478
.65
.77
.46
.86
.70
.18
.26
.14
.44
.52
.90
.82
479.53479.58
.18
.59
.84
.76
.20
.45
.36
.23
.85
.17
.99
CONCRETE SIDEWALK
.85
.60
.19
.33
.06
WV
CONTROL
VALVE
CONTROL
VALVE(2)
GV
CROSSING
SIGNAL
O
O
O O
CROSSING
SIGNAL CROSSING SIGNAL
SWT
T=474.69'
IE=DIRT
FILLED'
SWT
T=474.72'
IE¹=468.57'
IEº=468.39'
UTILITY
BOX
UTIL.
BOX
B STREET
th
S
TR
EE
T
(1)
(2) (3)
(1)(2)
SWT
T=475.05'
IEº=469.35'
POWER
OUTLET
POWER
METER
GV
TRAFFIC
POLE
TRAFFIC
BOX
WV
CO
CO
COCO CO CO
FH
GAS
VALVE
CO
CO
CO
FIBER
PEDESTAL
30"OAK
W
18"OAK
W
18"OAK
8"HW
8"HW
11"HW
11"HW17"BP
22"BP
25"BP
10"HW
10"HW
13"HW
15"HW
W
W
W
WW
W
W
W
18"OAK
W
13"HW
15"HW
10"HW
25"BP
8"HW
10"HW
16"OAK
19"OAK
26"OAK
36"OAK
W
W
W
W
W
RCP
UGP
UG
P
W W
UG
P
UG
P
UG
P
UG
P
UGP
UG
P
UG
P
UGP UGP
E
SD
SD
SDSD
T
T
T T T
T
T T
T
T
T T
T T
UGP UGPUGP
UGP
E
12"RCP
NG
13"HW
NGNGNG
NG
W
NG
NG
NGNG
HT
HW
HT
HW
W
W
UG
P
UG
P
W
W W
UG
P
UG
P
UGPUGP UGP
UG
P
GV(3)
GV(2)
E
T T
TT
T
T
F/0
TT
TT
T
T T
T
UG
P UGP
NG
NG
NG
NG
NG
NG
NG
NG
NG NG
HT
HW
HT
HW
HT
HW
HT
HW
E
E
CO
NC
. P
AD
CONC.
PAD CONC.
PADCONC.
PAD
TRANS.
TRAFFIC
POLE W/ARM
E
E
E
T
E E E
F/O
T
E
TRANS.
E
E
E
ALEXANDER HALL 1
STORY BRICK
BUILDING #29805
FF=481.72'
OLMSTEAD HALL 1
STORY BRICK
BUILDING #29805
FF=481.69'
PUMP
CABINET
NG
NG
CH
W
W W
W W
W W
WWWW
NGNG
th
S
TR
EE
T
IR
IR
IR
IR
IR
8" MAIN
W W
WWW
CHWCHWCHWCHWCHWCHWCHWCHW
NG NG NG NGNG NG
8"W
481 479
SI
GN SI
GN
BOLLARDS(3)
BOLLARDS(7)
CANNON
BASE(2)
CONC.
PAD
CONCRETE SIDEWALK
HDCP
SIGN(5)
SIGN(4)
SIGN
SI
GN
METAL
LID
CONCRETE SIDEWALKCONCRETE
SIDEWALK
CONC.
PAD
BOLLARDS(12)
CONCRETE SIDEWALK
CONC.
PAD
CONC.
PAD
SIGN(3)
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CANNON
BASE
CANNON
BASE
MONUMENT
BASE
METAL
VAULT
BOLLARD(2)
M
UL
CH
A
RE
A
GR
AV
EL
A
RE
A
GR
AV
EL
A
RE
A
GR
AV
EL
A
RE
A
M
UL
CH
A
RE
A
METAL
GRATE
EXISTING PARKING LOT
EXISTING PARKING LOT
EXISTING PARKING
LOT
EXISTING PARKING LOT
EXIST. PARKING
LOT
D
D
D
D D
D
D
D
D
DFAC #4
BUILDING #29704
UGP UGP UGP
HT
HW
HT
HW
HT
HW
CH
W
CH
W
CH
W
W
UGP UGP
T T T
T
T
T T
T
T T T T
NGNGNGNGNG
UGP
UGP
UG
P
UG
P
UGP
12"W W W W W W W W W
CHAMBERLAIN AVE.
CHAMBERLAIN AVENUE
th
S T.
474474
48047
N:1245658.53 E:662981.44
N:1245931.83 E:662762.43
N:1246001.83 E:662764.19
N:1246044.86 E:662877.97
HT
HW
UG
P
CH
W
CH
W
BENCHMARK NO.7
#4REBAR SET C.E.G. POINT
#130 ELEV=475.43'
N=1,245,693.28 E=662,950.41
HTHW
HTHW HTHW
HT
HW
.34
GRATE
T=481.56'
STMH
T=472.72'
IE¹=468.85'
IEº=468.97'
GRATE TRAP
T=478.69'
IE¹1=473.23'
IE¹2 =471.76'
IE¹3 =471.10'
IEº=471.09'
DWT
T=479.18'
IE¹=474.98'
IEº=475.06'
DWT
T=479.49'
IEº=475.41'
GRATE TRAP
T=478.36'
IEº=475.01'
STMH
T=479.37'
IE¹=474.97'
IEº=471.24'
SWT
T=478.00'
IEº=472.85' SWT
T=478.52'
IEº=474.92'
GRATE TRAP
T=477.58'
IEº=473.38'
SWT
T=476.31'
IE¹=471.51'
IEº=470.82'
SWT
T=475.44'
IE¹=469.68'
IEº=469.39'
SWT
T=474.98'
IE¹=468.84'
IEº=468.64'
SWT
T=474.83'
IE¹=468.57'
IEº=467.58'
SWT
T=474.77'
IE¹1=468.62'
IE¹2 =467.12'
IEº=466.84'
GRATE TRAP
T=475.44'
IE¹=472.09'
IEº=469.04'
GRATE TRAP
T=470.04'
IE¹=467.19'
IEº=466.91'
GRATE TRAP
T=481.22'GRATE TRAP
T=481.14'
"R
CP
8"
CP
P
12"RCP
"C
M P
24"RCP
"R
CP
18"RCP
"R
CP
"C M
P
18"RCP 24"RCP
10"RCP
"R
CP
UG
P
UGP
UG
P
UG
P
UG
P
UG
P
UGP
UG
PUG
P
UGP
UGP
UG
P
UG
P
UGP UGP UGP
UG
P UGP
UGP UGP UGP UGP UGP UGP
SD
UGP UGP UGP
E
SD SD
SD
T
T
UGP
C
LL
C
LL
C
LL
C
LL
CLL CLL
CLL
CLL CLL
CONSTRUCTION LINE LIMITS (CLL) NOTES
THE PROJECT LIMITS OF DISTURBANCE.
LOCATION OF CONSTRUCTION FENCE
SHALL BE ON OR IMMEDIATELY WITHIN
THE CLL.
CLL
CLL
th
ST
RE
ET
DISPLAY
CONC. PAD
EX
IS
T.
A
T/
FP
W
AL
L (T
YP
W W
W W
(TYP.)
ASPHALT PARKING LOT
E
W W
W W
N:1245729.63 E:662708.16
N:1245703.91 E:662707.42
N:1245657.49 E:662757.79
N:1245657.94 E:662733.73
NG
N:1245667.57 E:663006.34
SD
GRATE TRAP
T=477.86'
T
UGP
T
5"BUSH
4"BUSH
6"BUSH
14"HAC
22"PN
7"HAC
12"OAK
18"OAK
8"OAK
8"OAK
8"OAK
12"HW
22"HAC
13"HAC
5"BUSH
5"BUSH
24"OAK
13"HW
6"BUSH
5"BUSH
10"HW
UGP UGP UGP UGP
UG
P
NG
25"BP
CO
NC
RE
TE
S
ID
EW
AL
K
N:1246019.68 E:662696.66
SAWCUT STRAIGHT
EXIST. ASPHALT
PAVEMENT (TYP.)
N:1245762.97 E:662713.96
N:1245782.80
E:662759.99SAWCUT STRAIGHT
EXIST. ASPHALT
PAVEMENT (TYP.)
N:1245969.63 E:662559.61
N:1245979.98 E:662615.87
T T T TF/OF/OF/O
F/0F/0F/0F/0F/0F/0F/0F/0F/0
IR IR IR
IR
14 14
10 10
3 11
11 11
15 15
11 2
11 11 11
14 14
15 211
9 IR
W
U
U
U
U
U
U
U
U
U
U
U U U U
U
U U U U U
PROPOSED BUILDING MCA1
FFE = 474.25
KEY PLAN
NORTH
AREA A/A1
AREA C
AREA B
CD101B
C
IV
IL
S
IT
E D
E M
O
LI
TI
O
N P
LA
N
A
R E
A B
A1
SCALE 1" = 30'
30' 60'15'
M A
TC
H
L
IN
E
A
B
S
EE
D W
G . C
D
1A
CIVIL - SITE DEMOLITION PLAN - AREA B
MATCH LINE "B - C" SEE DWG. CD101C
DEMOLITION LEGEND:
REMOVE
PROTECT & MAINTAIN
ABANDON
SALVAGE
RELOCATE
1. BUILDING STRUCTURES
(CANOPY; SHED; PORTABLE BLDG.)
2. CONCRETE
(PAVEMENT; PAD; CURB & GUTTER; SIDEWALK,
SAWCUT OR REMOVE FROM NEAREST JOINT )
3. ASPHALT
(PAVEMENT; CURB)
4. PAVERS
(MODULAR PAVERS)
5. WALLS/RETAINING WALLS
(MASONRY; CONCRETE; MODULAR)
6. FENCE/GATE
7. STORM DRAIN
(STRUCTURE; PIPE)
8. SANITARY SEWER
(MANHOLE; PIPE; CLEAN-OUT)
9. WATER
(POTABLE; FIRE LINE; STRUCTURE; PIPE)
10. PROCESS WATER
(CHILLED WATER; HIGH TEMPERATURE)
11. ELECTRICAL/POWER
(POWER POLE; LIGHT POLE, ELEC. BOXES)
12. TELEPHONE/COMMUNICATION
(MANHOLE; JUNCTION BOX; PANEL)
13. NATURAL GAS/FUEL LINE
(PIPE; METER)
14. VEGETATION
(TREE; SHRUB)
15. MISC. ITEMS
(SIGN; PAINT MARKER; BOLLARD; AS NOTED)
CONSTRUCTION LIMIT LINE CLL
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391801\CIVIL\10053876-MCA2CD101.DWG
1/7/2021 2:22 PM
US Army Corps of Engineers ®
READY TO ADVERTISE (RTA)
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
S
IG
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D B
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D B
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C H
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FO
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B
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LY
W
2H N
B
C A
TE
G
O R
Y C
O D
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1-
-0
FY
P N
GEOTECHNICAL NOTE:
1. CONTRACTOR SHALL REFER TO THE REPORT OF
SUBSURFACE EXPLORATION AND GEOTECHNICAL
ENGINEERING EVALUATION PREPARED BY THE SOILS
SECTION GEOTECHNICAL & HTRW BRANCH USACE,
SAVANNAH REGARDING SUBSURFACE CONDITIONS AND
CONSTRUCTION RECOMMENDATIONS.
DEMOLITION NOTES:
1. ITEMS TO BE DEMOLISHED ARE DOUBLE HATCHED;
ITEMS TO BE ABANDONED (IF ANY) ARE SINGLE
HATCHED; AND BOTH SHOWN DOTTED.
2. UNDERGROUND LOCATIONS ARE APPROXIMATE AND
SUPPLIED BY VARIOUS UTILITY COMPANIES. NOTIFY
THE CONTRACTING OFFICER IMMEDIATELY IN
WRITING OF ANY CONFLICTS OR DISCREPANCIES.
3. CONTRACTOR TO VERIFY ALL EXISTING FIELD
CONDITIONS PRIOR TO DEMOLITION &
CONSTRUCTION WORK INCLUDING FIELD VERIFY ALL
UTILITY LOCATIONS AND HAVE APPROPRIATE UTILITY
COMPANY MARK THEIR LOCATION BEFORE DIGGING
OR TRENCHING. THIS SHALL INCLUDE BUT IS NOT
LIMITED TO THE USE OF SONIC, ELECTRONIC OR
MAGNETIC DETECTION DEVICES, BY NOTING PULL
BOX AND UTILITY BOX LOCATIONS AT THE SURFACE,
AND BY POTHOLING. CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING ANY UTILITIES
DAMAGED DURING CONSTRUCTION AT NO
ADDITIONAL COST TO THE GOVERNMENT.
4. UNLESS OTHERWISE NOTED: DEMOLISHED ITEMS TO
BE REMOVED IN ITS ENTIRETY FROM SITE &
DISPOSED OF IN LEGAL MANNER OR UPON
CONTRACTING OFFICER'S DISCRETION .
5. CONTRACTOR TO PROTECT BENCHMARKS SET BY
THE SURVEYOR SHOWN ON DWG.C-001 VICINITY MAP.
PRESERVE BENCHMARKS LOCATED WITHIN THE
CONSTRUCTION LIMITS UNTIL NEW BENCHMARK IS
RE-ESTABLISHED.
6. MISCELLANEOUS SIGNS, STREET SIGNS, MILITARY
MEMORABILIA DISPLAYS, FLAGPOLES, ETC. WITHIN
THE PROJECT LIMITS INCLUDING ITS AMENITIES
SHALL BE SALVAGED AND TURNED OVER TO BASE
OPS CONTRACTOR.
7. THE CONTRACTOR IS REQUIRED TO CONTACT
GEORGIA811 THREE (3) DAYS PRIOR TO ANY DIGGING
OR COMMENCING OF CONSTRUCTION.
01/08/21
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0
8/
"S
S
S
S
T
T
8"IR
8"
IR
8"IR
8"
IR
8"
IR
8"
IR
8"
IR
8"
IR
8"
IR
10"SS
10"SS
12"W 12"W 12"W
"W
"W
"W
"W
"W
"W
"W
HTHW HTHW HTHW HTHW
CHW
CHW CHW
C H
W
T
T
T
2" N
G
2" N
G
CAP POWER FOR
FUTURE CONNECTION
U G
P U
G P
CONTROL
VALVE
W W
IRIRIRIRIR 8" MAIN
8" M
AI
N
IR IR IR IR
IR IR IR
IR IR
IRIRIR
IRIRIR
IR IR
IRIR
IR
IR
IR
IR
IR
IR
IR
IR IR
IR
IR
IR IR
IR
IR
IR
IR
IR
IR
IR
IR
IR IR IR IR
IRIRIRIRIR
IRIRIRIRIRIR
IRIRIR IR
470.84473.50
.63
.13471
.58
.78
.86
.59
.42
.05
.85
.21
.12
.09
.71
.08
.12
.06
.88
.71
.40
.24
.46
.04
.76
.82
.27
.90
.62
.35
.01
.35
.02
.23
.22
.34
.94
.32472
.95473 .64
.60
.76
.80
.52
.63
.66
.82
.52
.70476
.81477 .76
.81
477.62
.72478 .85
.69
.62
479.63
.55480
.65
481.31
.70
.39
.58
.71
.11
.44
.66
.76
.28
.83
.36
.62
.80
.32
.49
.67
.51
.43
.42
.05
.00 481
.78
.09
.83
.28
.09
.05
.40
.06
.61
.57
.46
.48
.34477
.62478 .42
.40
.47
.24
.87
.09
.85
.42
.91
.00
.32
.89
.27
.35
.15
.52
.16
.69
.56
.36
.03
.59
.61
.75
.12
.83
.42
.69
.84
.48
.25
.58
.92
.29
.01
.19
.15
.23
.36
.26
.43
.18
.81
.38
.20
.92
.92
.91
.09
.95
.15 472
.02
.11
.43
.67
.13
.74
.08474
.53
.20473
.47
.76
.06
.41
.70475
.09
.45
.79474
.55
.97
482.39
.54
.89
.91
.93
.59
.57
.52
.78
.46
.99
.52
.58
.38
.78
.21
.67
.12
.77
.08479 .93
.02
.23
.26
.59
.43
.16
.54
.29
.96477
.92
.10
.53
.32
.82
.85
.50
.31
.10
.31
.78
.10
.58
.85
.60
.10
.19
.10
.45
.16
.64
.04
.24
.06
.03
.31
.26
.12
.15
.28
.25
.87
.30
.60
.72480
.91
.71
.80
.64474
.89
.44
.12
.10
.17
.12
.02
.88
.21
.85
.09
.67
.40
.79
.72
.51
.04
.98
.72
.79
.29
.25
482.20481.76
.33482
.28484 .76
.88
.92
.14
.12
CONCRETE SIDEWALK
.79
.40
.26
.22
.33
.36
.74
.62
.46
.10
.85
.60
.19
.33
.45
.24
.42
.52
.44
.00
.06
.90
.65
.15
.28
.25
.69
.57
.23
.19
.26
.57
.44
.54
.54
.54
.43
O O
O O
O O
O O
O O
O O
O O
O
O O
O O
O O
SSMH
T=473.12'
IE¹1=459.60'
IE¹2 =459.52'
IEº=459.42'
(1)
(2)
GRATE TRAP
T=470.56'
IE=467.06'
WV
CONTROL
VALVE
FH
CONTROL
VALVE
CONTROL
VALVE
CONTROL
VALVE(2)
GV
STMH
T=474.72'
GEN.
PUMP
BOX
WV
SIGNAL
POLE
CROSSING SIGNAL
SWT
T=474.64'
IE=DIRT
FILLED'SWT
T=471.63'
IE=DIRT
FILLED'
SWT
T=474.69'
IE=DIRT
FILLED'
UTILITY
BOX
UTIL.
BOX
U U U U U U U U U U
POWER
OUTLET
TRAFFIC
POLE
TRAFFIC
BOX
CO CO CO
POWER
OUTLET
36"OAK
19"OAK
28"OAK
30"OAK
W
W
18"OAK
18"MAPLE
W
15"CMP
24"CMP
18"OAK
S.
S.
P
IP
E
36"OAK
19"OAK
26"OAK
36"OAK
W
W
W
W
W
F F
CHW
CHW
RCP
E
W
T
SS SS
SS
SS
UGP
SS
SS
UG
P
UG
P
UGP
UGP
UG
P
W
UG
P
WUG
P
E
SS
SS
SD
SD
SD
E
T
T
T
T
T T T
T
T T
T
T
TT
T T
T T
T
T
T
T
T
T T T T T
T
T
T
T
UGP UGPUGP
UGP UGP UGP
UGP UGP
UGPE
UGP
UGP
E
E
E
E
W W
UG
P
E
NG
20"OAK
NG
NG NGNG
W
NGNG
HTHW
HT
HW
HT
HW
HT
HW
HT
HW
W
SS
F
CHW
CHW
S
S
SS SS
SSSS
SS
SS
SS
UGP
UG
P
UG
P
UG
P
UGP UGP
UG
P
UG
P
UG
P
UG
P
GV(3)
GV(2)
SD
SD SD
E
T
T
T T
T T
F/0 T T
T
TTT
TT
T
T T
T
T
T
T T
T
T
T
T T
T
UG
P UGP
UGP UGP
UGP UGP
E
SIGNAL TOWER
10-STORY
BUILDING #29808
FFE=481.80
NG
NG
NG
NGNG
NG NG
HT
HW
HT
HW
HT
HW
HT
HW
HT
HW
HT
HW
HTHW
E
TRANS.
TRAFFIC
POLE W/ARM
E
E
E
E
E
E
TRANS.
E
E
T
E
E
CO
OLMSTEAD HALL 1
STORY BRICK
BUILDING #29805
FF=481.69'
NG
IR
IR
IR
IR
IR
8" MAIN
477478479
464 481
481 479
478 477 476
474 473
SI
GN SI
GN
BOLLARDS(3)
BOLLARDS(7)
BOLLARDS(3)
CANNON
BASE(2)
CONC.
PAD
BRICK
DISPLAY
CONC. PAD
CONC.
PAD
METAL
GRATE
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONCRETE
SIDEWALK
CO
NC
RE
TE
S
ID
EW
AL
K
CO
NC
RE
TE
S
ID
EW
AL
K
CONCRETE SIDEWALK
BOLLARDS(8)
3"
FL
AG
P
OL
ES
(T
YP
CONCRETE SIDEWALK
CO
NC
. R
ET
. W
AL
L
CONC. PAVEMENT
CONCRETE SIDEWALK
CANNON
BASE
CANNON
BASE
MONUMENT
BASE
METAL
VAULT
CO
NC
RE
TE
S
ID
EW
AL
K
LOADING DOCK
CONC.BENCH
BRICK
SIDEWALK
BRICK
480 475
D
D
D
UGP UGP UGP UGP UGP UGP UGP UGP
D
TYP.
W W W W W W W W W W W
UG
P
CHAMBERLAIN AVE.
CHAMBERLAIN AVENUE
SD SD
15"METAL PIPE
N:1245924.64 E:663463.22
N:1245920.87 E:663421.77
N:1246044.86 E:662877.97
N:1246346.04 E:663033.63
N:1246396.20 E:663397.95
UG
P
HTHW
.34
GRATE
T=481.56'
IEº=460.19' IE¹=461.53'
IEº=460.88'
GRATE TRAP
T=480.86'
GRATE TRAP
T=481.21'
GRATE TRAP
T=480.43'
THRU-WALL PIPE
UG
P
UG
P
UG
P
UG
P
UGP
UG
P
UG
P
UG
P
UG
P
UG
P
UGP
UG
P
UG
P
UG
P
UG
P
UGP
UG
P
UG
P
UG
P
UGP
UG
P
UGP
UG
P
UGP
UGP
UGP UGP UGP UGP
E
UGP
C
LL
C
LL
C
LL
C
LL
C
LL
CLL
CLL CLL
CLL
CLL
C
LL
CLL(MCA-1)
CLL(MCA-1)
CLL(
MCA-1)
MCA-1 CONSTRUCTION LINE LIMITS
CL
L
OV
ER
LA
P
BE
TW
EE
N
M
CA
-1 A
ND
M
CA
-2
CONSTRUCTION LINE LIMITS (CLL) NOTES
THE PROJECT LIMITS OF DISTURBANCE.
LOCATION OF CONSTRUCTION FENCE
SHALL BE ON OR IMMEDIATELY WITHIN
THE CLL.
DISPLAY
CONC. PAD
MAIN FLAG
POLE
EX
IS
T.
A
T/
FP
W
AL
L (T
YP
N:1245998.26 E:663341.86
W
(TYP.)
E
UGP
CO
GRATE TRAP
T=477.86'
T
T
W W W W
(1) (2)
(3)
SS
SSMH
T=477.29'
IE¹1=463.62'
IE¹2 =463.28'
IE¹3 =463.10'
IEº=462.91'
UGP
16"HOL
2"CED
24"CED
2"CED
19"PN19"PN
25"OAK
19"OAK
WWWW
W
NG
CO
NC
RE
TE
S
ID
EW
AL
K
T
T T T
F/0F/0F/0F/0F/0F/0F/0
F/0 F/0 F/0 F/0
IR
IR IR IR
IR
12 8
11 7
15 15
12 12
15 211
EXIST. IRRIGATION FIELD LOCATION
(FROM AUD GIS). FIELD VERIFY PRIOR
TO CONSTRUCTION.
IR
W
U
U
U
U
U
U
U
U
U
U
U U
U
U
U
U U U U
U
IRIR IR
IR
U
U U U U U
W
WWW
IR
IR
PROPOSED BUILDING MCA1
FFE = 474.25
KEY PLAN
NORTH
AREA A/A1
AREA C
AREA B
B
A
CD101C
C
IV
IL
S
IT
E D
E M
O
LI
TI
O
N P
LA
N
A
R E
A C
A1
SCALE 1" = 30'
30' 60'15'
CIVIL - SITE DEMOLITION PLAN - AREA C
MATCH LINE "A - C" SEE DWG. CD101A
MATCH LINE "B - C" SEE DWG. CD101B
DEMOLITION LEGEND:
REMOVE
PROTECT & MAINTAIN
ABANDON
SALVAGE
RELOCATE
1. BUILDING STRUCTURES
(CANOPY; SHED; PORTABLE BLDG.)
2. CONCRETE
(PAVEMENT; PAD; CURB & GUTTER; SIDEWALK,
SAWCUT OR REMOVE FROM NEAREST JOINT )
3. ASPHALT
(PAVEMENT; CURB)
4. PAVERS
(MODULAR PAVERS)
5. WALLS/RETAINING WALLS
(MASONRY; CONCRETE; MODULAR)
6. FENCE/GATE
7. STORM DRAIN
(STRUCTURE; PIPE)
8. SANITARY SEWER
(MANHOLE; PIPE; CLEAN-OUT)
9. WATER
(POTABLE; FIRE LINE; STRUCTURE; PIPE)
10. PROCESS WATER
(CHILLED WATER; HIGH TEMPERATURE)
11. ELECTRICAL/POWER
(POWER POLE; LIGHT POLE, ELEC. BOXES)
12. TELEPHONE/COMMUNICATION
(MANHOLE; JUNCTION BOX; PANEL)
13. NATURAL GAS/FUEL LINE
(PIPE; METER)
14. VEGETATION
(TREE; SHRUB)
15. MISC. ITEMS
(SIGN; PAINT MARKER; BOLLARD; AS NOTED)
CONSTRUCTION LIMIT LINE CLL
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391801\CIVIL\10053876-MCA2CD101.DWG
1/7/2021 2:31 PM
US Army Corps of Engineers ®
READY TO ADVERTISE (RTA)
SHEET ID
U S
A R
M Y
C O
R P
S O
F E
N G
IN
E
E R
S
D R
A W
N B
Y
D E
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D B
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B
E R
LY
W
2H N
B
C A
TE
G
O R
Y C
O D
E
1-
-0
FY
P N
GEOTECHNICAL NOTE:
1. CONTRACTOR SHALL REFER TO THE REPORT OF
SUBSURFACE EXPLORATION AND GEOTECHNICAL
ENGINEERING EVALUATION PREPARED BY THE SOILS
SECTION GEOTECHNICAL & HTRW BRANCH USACE,
SAVANNAH REGARDING SUBSURFACE CONDITIONS AND
CONSTRUCTION RECOMMENDATIONS.
DEMOLITION NOTES:
1. ITEMS TO BE DEMOLISHED ARE DOUBLE HATCHED;
ITEMS TO BE ABANDONED (IF ANY) ARE SINGLE
HATCHED; AND BOTH SHOWN DOTTED.
2. UNDERGROUND LOCATIONS ARE APPROXIMATE AND
SUPPLIED BY VARIOUS UTILITY COMPANIES. NOTIFY
THE CONTRACTING OFFICER IMMEDIATELY IN
WRITING OF ANY CONFLICTS OR DISCREPANCIES.
3. CONTRACTOR TO VERIFY ALL EXISTING FIELD
CONDITIONS PRIOR TO DEMOLITION &
CONSTRUCTION WORK INCLUDING FIELD VERIFY ALL
UTILITY LOCATIONS AND HAVE APPROPRIATE UTILITY
COMPANY MARK THEIR LOCATION BEFORE DIGGING
OR TRENCHING. THIS SHALL INCLUDE BUT IS NOT
LIMITED TO THE USE OF SONIC, ELECTRONIC OR
MAGNETIC DETECTION DEVICES, BY NOTING PULL
BOX AND UTILITY BOX LOCATIONS AT THE SURFACE,
AND BY POTHOLING. CONTRACTOR SHALL BE
RESPONSIBLE FOR REPAIRING ANY UTILITIES
DAMAGED DURING CONSTRUCTION AT NO
ADDITIONAL COST TO THE GOVERNMENT.
4. UNLESS OTHERWISE NOTED: DEMOLISHED ITEMS TO
BE REMOVED IN ITS ENTIRETY FROM SITE &
DISPOSED OF IN LEGAL MANNER OR UPON
CONTRACTING OFFICER'S DISCRETION .
5. CONTRACTOR TO PROTECT BENCHMARKS SET BY
THE SURVEYOR SHOWN ON DWG.C-001 VICINITY MAP.
PRESERVE BENCHMARKS LOCATED WITHIN THE
CONSTRUCTION LIMITS UNTIL NEW BENCHMARK IS
RE-ESTABLISHED.
6. MISCELLANEOUS SIGNS, STREET SIGNS, MILITARY
MEMORABILIA DISPLAYS, FLAGPOLES, ETC. WITHIN
THE PROJECT LIMITS INCLUDING ITS AMENITIES
SHALL BE SALVAGED AND TURNED OVER TO BASE
OPS CONTRACTOR.
7. THE CONTRACTOR IS REQUIRED TO CONTACT
GEORGIA811 THREE (3) DAYS PRIOR TO ANY DIGGING
OR COMMENCING OF CONSTRUCTION.
01/08/21
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0
8/
PROPOSED
BUILDING
MCA2
FFE = 476.50
A T/
FP
AT/FP AT/FP
AT/FP
PROPOSED
BUILDING
MCA2
FFE = 476.50
M C
A
FF
E
.5
.63
.13471
.58
.78
.86
.59
.42
.05
.85
.21
.12
.71
.24
.76
.27
.97
.35
.35
.02
.22
.94
.32472
.95473 .64
.60
.92
.11
.43
.67
.13
.54
.96477
.92
.10
.53
.32
.82
.85
.50
.85
.06
.31
.26
.12
.15
.28
.25
.87
.30
.80
.51
.04
.98
.72
.79
.29
.25
.12
.74
.62
.46
.10
.06
.90
.65
.15
.28
.25
.69O
O O
O O
O O
O O
O O
O O
O
10"HW
SIGNAL TOWER
10-STORY
BUILDING #29808
FFE=481.80
OLMSTEAD HALL 1
STORY BRICK
BUILDING #29805
FF=481.69'
477478479
464 481
481 479
478 477
474 473
480 475
CHAMBERLAIN AVE.
IEº=460.88'
GRATE TRAP
T=480.86'
GRATE TRAP
T=481.21'
GRATE TRAP
T=480.43'
THRU-WALL PIPE
C
LL
C
LL
C
LL
C
LL
C
LL
CLL
CLL CLL
CLL
CLL
C
LL
CLL(MCA-1)
CLL(MCA-1)
CLL(
MCA-1)
MCA-1 CONSTRUCTION LINE LIMITS
CL
L
OV
ER
LA
P
BE
TW
EE
N
M
CA
-1 A
ND
M
CA
-2
CONSTRUCTION LINE LIMITS (CLL) NOTES
THE PROJECT LIMITS OF DISTURBANCE.
LOCATION OF CONSTRUCTION FENCE
SHALL BE ON OR IMMEDIATELY WITHIN
THE CLL.
GRATE TRAP
T=477.86'
16"HOL
24"OAK
2"CED
24"CED
2"CED
19"PN19"PN
25"OAK
19"OAK
S D
S D
S D
S D
SD
S D
SD
SD
6" R
D
6" R
D
6"RD
6"RD
S D
S
S
SD
S D
A-3 A-5
A-2.1
A-2.2
A-2A
A-2.3
A-9 C-4.2.1
A-7
A-2B
A-2
A-4
C-4.1.1
A-8
A-6
C-4.5
A-1
O-2
6" R
D
6"RD
4:1
S5:1
S7:1
SD
S D
S D
S4.5%
UNDERGROUND
STORMWATER
MANAGEMENT SYSTEM
SEE DWGS. C-505 & C-506
T/P EL.485.41
T/W EL.477.13
T/W EL.477.13
T/W EL.477.41
T/W EL.477.41
T/W EL.476.08
T/W EL.477.08
T/W EL.476.95
T/W EL.476.63
T/W EL.476.66
T/W EL.478.38
SD
A-2C
A-5.1 -0+250+000+50
6"R D
T/W EL.476.27
T/W EL.477.84
133 LF-18" RCP
@ 1.50% GRADE
83 LF-18" RCP
@ 0.60% GRADE
74 LF-18" RCP
@ 0.60% GRADE
114 LF-18" RCP
@ 0.60% GRADE
124 LF-18" RCP
@ 0.60% GRADE
157 LF-24" RCP
@ 0.60% GRADE
80 LF-18" RCP
@ 0.60% GRADE
57 LF-18" RCP
@ 0.60% GRADE
54 LF-24" RCP
@ 1.00% GRADE
114 LF-24" RCP
@ 0.60% GRADE
117 LF-24" RCP
@ 0.60% GRADE
110 LF-18" RCP
@ 0.60% GRADE
89 LF-18" RCP
@ 0.60% GRADE
48 LF-18" RCP
@ 1.05% GRADE
119 LF-18" RCP
@ 1.00% GRADE
149 LF-18" RCP
@ 0.61% GRADE
6.
4.
4.
5.
5.
5.
476.50
476.50
6.
5.
5.
4.
4.
3.
3.
4.
4.
474.65
4.
5.
475.17
474.25
4.
4.
473.55
473.35
473.05
473.05
3.
4.
3.
6.
6.
475.00
476.40
6.
476.00
5.
5.
5.
476.50
475.67475.67 475.67
7.
5.
2.
473.55 474.05
4.
474.50
474.50
5.
474.50
475.60
4.
4.
4.
5.
474.75
474.30
5.
4.
3.
474.75
3.
4.
4.
4.
5.
5.
475.67
474.06
6.
6.
6.
6.
6.
6.
5.
6.
6.
5.
5.
5.
5.
5.
5.
4.
4.
474.55
4.
4.
474.55
3.
3.
4.
3.
3.
3.
474.75
474.75 474.25
5.
4.
5.
5.
482.40
482.30
9.3
4.
4.
3.
4.
13 47
2.
472.02
2.
2.
3.
3.
3.
474.25
4.
3.
85 47 3.
473.55 473.55
3.
473.30
3.
3.
473.21 473.07
475.00 475.25
4.
4.
6.
482.10
8.
5.
5.
5.
5.
2.
2.
2.
5.
482.20
5.
5.
5.
476.38 476.38
6.
6.
6.
475.95 475.65
5.
5.
5.
5.
5.
5.
5.
5.
5.
6.
474.50
6.
6.
4.
6.
5.
5.
6.
5.
5.
473.60
5.
5.
5.
5.
5.
4.
474.66
5.
T/W EL.478.75
SD SD
473 473
SD
SD
PROPOSED BUILDING MCA1
FFE = 474.25
KEY PLAN
NORTH
AREA A/A1
AREA C
AREA B
MATCH LINE "B - C" SEE DWG. CG-101B
CG101C
C
IV
IL
S
IT
E G
R A
D
IN
G
D R
A
IN
A G
E P
LA
N
A
R E
A C
A1
SCALE 1" = 30'
30' 60'15'
CIVIL - SITE GRADING & DRAINAGE PLAN - AREA C
LEGEND:
+ 100.00
PROPOSED
SPOT ELEVATION
CONTOUR
BLDG. STRUCTURE
TREE LINE
PROPERTY LINE OR
RIGHT-OF-WAY
BEARING/LENGTH
DIST./RADIUS
FENCE
(TYPE)
CONCRETE
CLEAN-OUT/SS SERVICE C.O.
SS
SD
SANITARY SEWER
STORM DRAIN
S
ROOF DRAIN RD
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391801\CIVIL\10053876-MCA2CG101.DWG
1/7/2021 3:59 PM
US Army Corps of Engineers ®
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N G
IN
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E R
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A W
N B
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D E
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IG
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D B
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S U
B M
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D B
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S
IZ
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C H
E C
K E
D B
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A N
S I D
IS
S
U E
D A
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C O
N
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A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
D A
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M
A R
K D
E S
C R
IP
TI
O N
MCA2
FO
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T G
O R
D O
N , G
E O
R G
IA
S
A V
A N
N A
H D
IS
TR
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S T
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A V
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S A
V A
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C I M
IS
S
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TR
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C . E
C
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B
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LY
W
2H N
B
C A
TE
G
O R
Y C
O D
E
1-
-0
FY
P N
ASPHALT PAVEMENT
CONCRETE CURB & GUTTER
NORMAL
PITCHED (SPILL)
NOTES:
1. CONTRACTOR REQUIRED TO CONTACT
GEORGIA811 THREE (3) DAYS PRIOR TO ANY
DIGGING OR COMMENCING CONSTRUCTIONS.
CONCRETE / TROOP WALK
M A
TC
H
L
IN
E "A
C
SE
E D
W G
. C G
1A
01/08/21
R
E V
IS
E
D
IN
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/0
8/
2.35"
0.9"
2.
2.35"2.3 5"
TR
A
V E
L D
IR
E
C
TI
O N
SQUARE PATTERN
(DIAGONAL ALIGNMENT)
SQUARE PATTERN
(PARALLEL ALIGNMENT)
DOME PROFILE
0.
2"0.9"
NOTES:
1. TRUNCATED DOMES SHALL CONTRAST
VISUALLY WITH ADJOINING SURFACE,
EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT.
THE MATERIAL USED TO PROVIDE
CONTRAST SHALL BE AN INTEGRAL PART OF
THE WALKING SURFACE (ADAAG 4.29.2).
2. DEPENDING ON WHICH CONFIGURATION IS
USED (DIAGONAL OR PARALLEL), THE ROWS
OF DOMES WILL BE ALIGNED WITH, OR AT A
45° ANGLE TO THE CURB OR PLATFORM
EDGE OR THE DIRECTION OF TRAVEL.
3. TRUNCATED DOME COLOR SHALL BE BASED
ON COORDINATION WITH THE FORT
GORDON DESIGN INSTALLATION GUIDELINES
OR COMMAND GUIDANCE.
4. DETECTABLE WARNING TRUNCATED DOMES
SHALL BE CAST IN PLACE, NOT SURFACE
MOUNTED.
(SEE PLAN)
3'R M
IN.
SEE NOTE 5
3'-0" 4"
6"
(TYPICAL)
1/4" EXP. JT.
1/2" EXP. JT.
NEW BLDG. PAD
EXPANSION JOINTS.
50' MAX. SPACING BETWEENNOTES:
1. ALL STANDARD SIDEWALKS SHALL BE 4" THICK. TROOP WALKS SHALL
BE PER THE CONCRETE PAVEMENT DETAIL A1/C-501.
2. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS FOR 5'
SIDEWALKS; 8' INTERVALS FOR 8' SIDEWALKS; 5' INTERVALS FOR 10'
SIDEWALKS W/ A LONGITUDINAL JOINT IN THE CENTER OF THE 10' WIDE
SIDEWALKS; 6' INTERVALS FOR 12' SIDEWALKS W/ A LONGITUDINAL
JOINT IN THE CENTER OF THE 12' WIDE SIDEWALKS; AND 10' INTERVALS
FOR 20' SIDEWALKS W/ A LONGITUDINAL JOINT IN THE CENTER OF THE
20' WIDE SIDEWALKS.
3. CONTRACTION JOINTS SHALL BE 1" DEEP AND EDGED WITH 1/8"
RADIUS.
4. CONSTRUCT 1/4" EXP. JOINT MAXIMUM 50 FT. SPACING BETWEEN
JOINTS.
5. WHEN THE SIDEWALK ABUTS A ROADWAY OR WHERE THERE IS NO
CURB, THICKEN THE SIDEWALK TO 6" IN 3'-0". WHERE SIDEWALKS ARE
USED IN PARKING LOTS IN LIEU OF CURB & GUTTER SEE
"TURNED-DOWN EDGE SIDEWALK" DETAIL.
6. INSTALL 1/2" EXP. MATERIAL WHERE CONC. SIDEWALKS ABUT
CONCRETE STRUCTURES.
7. A LAYER OF 15# FELT IS REQUIRED BETWEEN WALK AND ADJACENT
PARALLELING CONCRETE CURB.
8. CONSTRUCT WHEELCHAIR RAMP AND DETECTABLE WARNING PER
GEORGIA D.O.T. STANDARD A3 (SEE SITE PLAN FOR TYPE).
9. ALL CONCRETE SHALL BE 3,500 PSI.
10. SIDEWALK CROSS SLOPE NOT TO EXCEED 2.0%.
11. CONCRETE SIDEWALK SHALL HAVE POLYPROPYLENE FIBER
REINFORCING AT A RATE OF 1.5#/CY.
12. PROVIDE 1/2" EXP. JOINT FILLER BY REFLEX RUBBER (COLOR
CONCRETE GRAY) PER ASTM D1751 & ASTM D1752 AT ALL BLDG.
FOUNDATIONS, DRAINAGE STRUCTURES, AREA TRANSITIONS AND
WHERE NOTED ON DRAWINGS.
1/4" EXP. JT. CONTRACTION
JOINTS
BACK OF
CURB
6' TO 10' 6' TO 10' 6' TO 10' 6' TO 10'
6'
T O
0'
6' T
O
0'
6' TO 10'
3' MIN.
CHAMFER
(SEE PLAN)
SEE NOTE 7SEE NOTE 1
STANDARD JOINT LAYOUT
FOR CONCRETE SIDEWALK
NO SCALE
9'9' 9'
CONCRETE SIDEWALK
S E
E P
LA
N
S E
E P
LA
N1:12
5'
(MIN.)
FA
C
E O
F C
U R
B O
R C
O N
C . S
ID
E
W A
LK
NOTES:
1. FOR EVERY SIX OR FRACTION OF SIX ADA PARKING SPACES REQUIRED, AT
LEAST ONE SHALL BE A VAN PARKING SPACE AS REQUIRED BY 208.2.4 OF THE
2010 ADA STANDARDS FOR ACCESSIBLE DESIGN.
2. WHERE EDGE OF PARKING PAVEMENT IS FLUSH WITH EDGE OF TURNED-DOWN
SIDEWALK, ELIMINTATE DEPRESSED CURB & 6" HEADER CURB.
DETECTABLE WARNING -
SEE DET. E8/C-502
1:12
6" HEADER CURB
TAPER
DOWN
(TYP.)
TYP. HDCP. PARKING DETAIL
NO SCALE
VERTICAL HDCP.
PARKING SIGN (TYP.) *
(SEE DET. E6/C-502)
CONC. WHEEL
STOP (TYP.)
HANDICAPPED PARKING SIGN
NO SCALE
GEOMETRY OF DETECTABLE WARNINGS
NO SCALE
2-#3 CONT.
CONCRETE WHEEL STOP DETAIL
NO SCALE
9"x6"x6'-0" PRECAST
CONCRETE WHEEL STOP
4"
2 - 18" LG. #4 REBAR
DOWELS PER WHEEL
STOP
N E
A R
E S
T O
B S
TR
U
C
TI
O N
(S
IG
N
, S
ID
E W
A
LK
, L
IG
H T
P O
LE
. E
TC
3'
MEASURED FROM THE
MIDDLE OF WHEEL STOP
2"21
2"
2"
A1 C-502
E1 C-502
E3 C-502
E6 C-502
E8 C-502
C1 C-502
NOTE:
ALL CONCRETE SHALL BE 3,500 PSI.
A6 C-502
PAINTED
STRIPING
ACCESS
AISLE
9'
N O
TE
NOTE 1 NOTE 1
TYPE 1
(12 SF)
TYPE 2
(16 SF)
9' -4
5'
-0
3'-8"
1'-5" 10"
4"
8' -3
1'
-1 1"
3'-4"
2'-8"3' -4
3'
-1
4'-4"R
6'-7"
1'-3"
L/2 L/2 L/2 L/2
LANE WIDTH(L) LANE WIDTH(L)
8"
TYP.
8" 8"
5' -0
8" 8"
5'* 5'* 5'* 5'*
8' MIN. OR WIDTH OF SIDEWALK,
WHICHEVER IS GREATER (BUT NOT MORE
THAN 12" BEYOND EDGE OF SIDEWALK
LANE WIDTH(L)
24" SOLID WHITE (TYP.)
STOP BAR
4'MIN.
ONE WAY
5' MIN. WITH
NO SIDEWALK
NOTE: CROSS PATTERN
LINES ARE ALWAYS
PARALLEL WITH
DIRECTION OF TRAVEL
50' MIN. DISTANCE
OF SOLID
DBL. YELLOW LINE
TYPICAL LOCATION OF CROSSWALKS
AND STOP BARS (PER GDOT STD. T-11A)
CROSSWALK DETAIL (PER GDOT STD. T-11A)
USE WHERE THE LANE WIDTH EXCEEDS 12' OR WHERE LANE
LINES HAVE BEEN OMITTED.
TYP. ROADWAY MARKINGS
(PER GDOT STD. T-11A)
5" SOLID WHITE
5" SKIP WHITE
5" SOLID YELLOW
5" SKIP YELLOW
5" SOLID YELLOW
5" SKIP YELLOW
5" SKIP WHITE
5" SOLID WHITE
5" SOLID DBL. YELLOW
5" SOLID DBL. YELLOW
5" SKIP WHITE (2' SEG.; 6' GAP)
25'
15'
TYPE 1
TYPE 2
TYPE 1
TYPE 1
TYPE 2TYPE 2
PAVEMENT MARKINGS - ARROW
(PER SPECIFICATIONS)
MISCELLANEOUS PAVEMENT MARKINGS PLACEMENT
NO SCALE
SEE SITE PLAN
TYPE 5
(25.5 SF)
7' -9
4'-7" 1'-4" 4'-7"
10'-6"
3'-3"
2'-11"
2' -1
1'
-8
NOTES:
1. PARKING SPACES ARE DESIGNATED BY A
BLUE METAL REFLECTIVE SIGN AT LEAST 12"
WIDE AND 18" LONG.
2. ERECT THE SIGN SO THAT IT WILL NOT BE
OBSCURED BY A VEHICLE PARKED IN THE
SPACE.
3. THE SIGN MUST DISPLAY THE FOLLOWING
WARNINGS: "PERMIT PARKING ONLY" &
"TOW-AWAY ZONE".
4. LETTERS MUST BE A MIN. OF 1" HIGH ON
THREE SEPARATE LINES AND CEN-TERED ON
THE SIGN.
5. THE INTERNATIONAL SYMBOL FOR
ACCESSIBILTY MUST BE DISPLAYED
BETWEEN THE SECOND AND THIRD LINES.
6. EACH HANDICAPPED PARKING SPACE MUST
HAVE A SEPARATE SIGN.
7. A "VAN ACCESSIBLE" SIGN SHALL BE
PROVIDED AS REQUIRED BY A.D.A.
8. HANDICAP SIGNS SHALL BE MOUNTED
CENTERED ON EACH HANDICAP SPACE.
9. POSTS SHALL BE BLACK TAPCO WITH BALL
AND FINIAL CAP. ADD COATING (BLACK) TO
BACK OF SIGNAGE CONNECTED TO POSTS.
NOTES:
1. PAVEMENT MARKINGS SHALL BE WHITE REFLECTORIZED THERMOPLASTIC AND/OR REFLECTIVE
HIGH BUILD PAINT AS NOTED IN SPECIFICATION 32 17 23.
2. USE WHERE THE LANE WIDTH EXCEEDS 12' OR WHERE LANE LINES HAVE BEEN OMITTED.
3. SPACING BETWEEN DOUBLE LINES SHALL BE EQUAL TO THE LINE WIDTH.
4. EDGE LINES MUST BE PLACED A MINIMUM OF 4 INCHES FROM THE NORMAL EDGE OF PAVEMENT.
" T
O F
IN
. G
R A
D E
O R
G R
O U
N D
S U
R
FA
C E
12"
" M
IN
6"
V U
LC
A
N R
7- 8G
A O
R E
Q U
A L
VULCAN R7-8P5
OR EQUAL AS
REQUIRED
DEPRESSED CURB OR SIDEWALK
2% (1:12 MAX)
SLOPE
RAMP
LANDING
AT LEAST AS WIDE
AS TAPER 6' (1:12)
S
S
DETECTABLE WARNINGS -
TO COMPLY WITH 705 THE
2010 ADA STANDARDS FOR
ACCESSIBLE DESIGN
SEE DET. E8/C-502
1:10 AT GRASS AREA
1:12 AT SIDEWALK
PAVED SIDEWALK
(2% MAX.)
GRASSED
AREA
CURB RAMP DETAIL
NO SCALE
NOTES:
1. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES ADJACENT TO THE CURB SHALL NOT BE
STEEPER THAN 1:20. THE ADJACENT SURFACE AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND
STREETS SHALL BE AT THE SAME LEVEL.
2. DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL-DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. THE BOTTOM OF THE RAMP SHALL HAVE A CLEAR
48" MIN. OUTSIDE ACTIVE TRAFFIC LANES OF THE ROAD.
3. REFER TO CURB RAMPS 406 OF THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN FOR ADDITIONAL
INFORMATION.
WHERE THERE IS NO LANDING AT THE TOP
OF THE RAMP, CURB RAMP FLARES WITH
SHALL BE PROVIDED AND SHALL NOT BE
STEEPER THAN 1:12.
1/2" RADIUS
4"
2% MAX. FIN. GRADE
NOTES:
1. ALL SIDEWALKS SHALL BE 4" THICK, EXCEPT WHERE SHOWN WITH
TURNED-DOWN EDGE (SEE DETAIL ABOVE).
2. CONTRACTION JOINTS SHALL BE PLACED AT 5' INTERVALS FOR 5'
SIDEWALKS; 8' INTERVALS FOR 8' SIDEWALKS; 5' INTERVALS FOR 10'
SIDEWALKS W/ A LONGITUDINAL JOINT IN THE CENTER OF THE 10' WIDE
SIDEWALKS; 6' INTERVALS FOR 12' SIDEWALKS W/ A LONGITUDINAL JOINT IN
THE…
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