W912HN-19-R-3004_AMD5_V1A.PDF
PDF 29 MB Posted
- Solicitation number
- W912HN19R3004
About this file
This federal contract opportunity notice provides details for a solicitation to construct a Cyber Instructional Facility and Network Center at Fort Gordon, GA. The U.S. Army Corps of Engineers Savannah District will issue Request for Proposal W912HN19R3004 for design and construction services. The project includes classrooms, labs, offices and administrative spaces to support training and research activities at the Secret level. It will connect to existing energy and IT systems and include associated site and utility work. Proposals will be evaluated using Lowest Price Technically Acceptable with consideration of experience and past performance. The anticipated contract value is between $25-100 million. The performance period is 780 days from notice to proceed. The solicitation is expected to publish on March 19, 2019 with a response due date of April 19, 2019.
Drawings V1A Amd 5
View the file
Other files
Show all 40
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
OWNER/PRIMARY PERMITTEE:
U.S. ARMY - DIRECTOR OF PUBLIC WORKS
POC MR. JOHN RAMEY
527 15TH STREET, BLDG. 14500
FORT GORDON, 30905
(706) 791-3225
PROJECT ADDRESS:
MCA-1: BLDG. 29850
464 8TH AVENUE (GREELY HALL)
24-HOUR CONTACT FOR ESPC:
DELANIE SCOTT:(706) 791-6129
DISTURBED AREA:
9.2 ACRES (11.3 INCLUDING BID ALTERNATE)
IMPERVIOUS AREA:
6.63 ACRES (8.58 INCLUDING BID ALTERNATE)
RECEIVING WATER:
TRIBUTARY TO BUTLER CREEK
GENERAL NOTES:
1. ALL ELEVATIONS ARE BASED ON MEAN SEA LEVEL.
2. THE CONTRACTOR WILL BE RESPONSIBLE FOR ACQUIRING ALL PERMITS AND
LICENSES AS REQUIRED BY RICHMOND COUNTY NECESSARY FOR CONSTRUCTION.
3. EXISTING UTILITIES SHALL BE FIELD VERIFIED PRIOR TO CONSTRUCTION.
4. COORDINATE WATER & SANITARY SEWER LAYOUT WITH AUGUSTA UTILITIES
DEPARTMENT (AUD). AUD WILL PROVIDE DESIGN INSTALLATION OF BOTH WATER
AND SANITARY SEWER. THE FINAL UTILITY ROUTE SHALL BE DETERMINED BY AUD.
5. AUGUSTA UTILITIES WILL INSTALL ALL NEW DOMESTIC WATER (INCLUDING METER
AND BACKFLOW PREVENTER). FIRE WATER AND SANITARY SEWER LINES UP TO 5
FT. OUTSIDE THE BUILDING FOOT PRINT. THE CONTRACTOR IS RESPONSIBLE FOR
WATER AND SEWER WITHIN THE 5 FT. BUILDING OFFSET.
6. ( DELETED NOTE)
7. SOUTHERN GAS WILL INSTALL THE NATURAL GAS SERVICE FROM THE REGULATOR
STATION LOCATED AT THE CENTRAL PLANT ALONG 8TH AVE.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING SOUTHERN GAS
DURING THE BIDDING PROCESS TO OBTAIN A QUOTE AND INCLUDE THE COST IN
THE BID. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PAYMENT TO
SOUTHERN GAS FOR WORK AND SERVICES RENDERED.
9. AUD WILL REMOVE, REPLACE, AND/OR MAKE REPAIRS OF ANY SITE STRUCTURES
SUCH AS SIDEWALKS, CURB & GUTTERS, ETC. AS A RESULT OF WATER & SEWER
INSTALLATION.
10. ALL DRAINAGE EASEMENTS AND DISTURBED AREAS MUST BE GRASSED AND/OR
RIPRAPPED AS REQUIRED TO CONTROL EROSION.
11. ALL SILT BARRIERS MUST BE PLACED IMMEDIATELY FOLLOWING CLEARING. NO
GRADING SHALL BE DONE UNTIL SILT BARRIERS INSTALLATION IS COMPLETED.
12. CONTRACTOR SHALL CONTACT THE U.S. ARMY CORPS OF ENGINEER SAVANNAH
DISTRICT AT LEAST 48 HOURS PRIOR TO STARTING WORK ON THE PROJECT. THE
PHONE NUMBER FOR THIS OFFICE IS (912) 652-6083.
13. THERE ARE NO KNOWN GRAVE SITES OR CEMETERIES LOCATED ON THE
PROPERTY. IF GRAVE SITES OR CEMETERIES ARE DISCOVERED DURING
CONSTRUCTION, INFORMATION MUST BE SUBMITTED TO THE CONTRACTING
OFFICER IMMEDIATELY.
14. APPROVAL BY AUGUSTA, GEORGIA AND THE FORT GORDON DEPARTMENT OF
PUBLIC WORKS IS FOR THE IMPROVEMENTS SHOWN IN THE SITE PLAN. ANY
VARIATION FROM THE APPROVED SITE PLAN MUST BE APPROVED BY THE
CONTRACTING OFFICER.
15. A PRE CONSTRUCTION CONFERENCE SHALL BE HELD WITH THE CONTRACTING
OFFICER OR HIS DESIGNATED REPRESENTATIVE PRIOR TO BEGINNING
CONSTRUCTION. THIS MEETING SHALL BE SCHEDULED AT THE TIME THE
NOTIFICATION OF WORK COMMENCEMENT IS GIVEN.
16. ALL BOXES HAVING A DEPTH OF 4'-0" OR GREATER SHALL HAVE STEPS. MANHOLE
COVER SHALL BE LOCATED SUCH THAT STEPS CAN BE READILY ACCESSIBLE.
17. NOTIFY THE CONTRACTING OFFICER 48 HRS. PRIOR TO STARTING CONSTRUCTION,
POURING TRAP TOPS, DUMPING BASE OR PAVING.
18. APPROVAL OF THESE PLANS DOES NOT RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY OF ADHERING TO THE WEIGHT LIMITS PRESCRIBED ON STATE,
COUNTY & CITY MAINTAINED ROADS FOR HAULING EQUIPMENT OR MATERIALS TO
& FROM THIS SITE.
19. THE CONTRACTOR IS RESPONSIBLE TO REMOVE OR CLEAN OUT ANY SILT, DIRT,
MUD OR ANY OTHER TYPE OF DEBRIS THAT COMES OFF THE SITE AND FINDS ITS
WAY INTO PRIVATE PONDS OR A COUNTY OWNED POND. THEY ARE RESPONSIBLE
TO REMOVE ANY OF THE ABOVE MENTIONED ITEMS THAT COME OFF THE SITE
ONTO PRIVATE, COUNTY OR STATE OWNED PROPERTIES TO INCLUDE
RIGHTS-OF-WAY.
20. A CAD FILE WILL BE PROVIDED FOR SITE GEOMETRY STAKING.
VICINITY MAP B STREET R/W VARIES
BURKHARDT HALL
3 STORY BRICK
BUILDING #29810
FFE=472.68
MORAN HALL
2 STORY BRICK
BUILDING #29803
FFE=473.90
B STREET R/W VARIES
8t h
AV
EN
UE
R
/W V
AR
IE
S
B STREET R/W VARIES
th
S
TR
EE
T
R/ W
VA
RI
ES
th
S
TR
EE
T
R/ W
V
AR
IE
S
TROOP MEDICAL
CLINIC BUILDING #29709
FFE=472.69
FISHER HALL
2 STORY BRICK
BUILDING #29816
FFE=466.64
HAZEN HALL
2 STORY BRICK
BUILDING #29815
FFE=466.70
3 STORY BLOCK
BUILDING #29705
B STREET R/W VARIES
CHAMBERLAIN AVENUE R/W VARIES
CHAMBERLAIN AVENUE R/W VARIES
B STREET R/W VARIES
CHAMBERLAIN AVENUE R/W VARIES
SIGNAL TOWER
10-STORY
BUILDING #29808
FFE=481.80
SALTZMAN HALL
2 STORY BRICK
BUILDING #29811
FFE=471.72
LID
METAL
SIGN
SIGN
CO
NC
. P
AD
CONC.
PAD CONC.
PADCONC.
PAD
CONC.
PADCONC.
PAD
CONC.
PAD
METAL
VAULT
METAL
VAULT
th
S
TR
EE
T
R/ W
V
AR
IE
S
8t h
AV
EN
UE
R
/W V
AR
IE
S
X
PROPOSED BUILDING MCA1
FFE = 474.25
X
FUTURE
BUILDING
MCA2
PROPOSED
BUILDING
MCA1
SALTZMAN HALL
BURKHARDT HALL
MORAN HALL
th
S
TR
EE
T
R/ W
V
AR
IE
S th
S
TR
EE
T
R/ W
V
AR
IE
S
ALLEN
HALL
FISHER
HALL
STANSELL
HALL
HAZEN HALL
ALLISON
HALL
JOHNSTON
HALL
B STREET R/W VARIES
SIGNAL
TOWER
CONRAD
HALL
ALEXANDER
HALL
OLMSTEAD
HALL
NELSON HALL
th
S
TR
EE
T
R/ W
V
AR
IE
S
8th AVENUE R/W VARIES
CHAMBERLAIN AVENUE R/W VARIES
8t h
AV
EN
UE
R
/W V
AR
IE
S
8t h
AV
EN
UE
R
/W V
AR
IE
S
BUILDING
#29705
TROOP
MEDICAL
CLINIC
GREELY HALL
LOCATION MAP
SCALE: 1" = 250'
SCI TRAINING, RESEARCH AND NETWORK CENTER - FORT GORDON, GEORGIA
UTILITY CONTACTS
PROJECT DATA
PROJECT AREA
PROJECT TEAM
JOHNSON, LASCHOBER & ASSOCIATES, P.C.
CIVIL ENGINEER
1296 BROAD ST., AUGUSTA, GEORGIA 30901
PHONE: (706) 724-5756 FAX: (706) 724-3955
WEBSITE: www.theJLAgroup.com
HDR INC.
LANDSCAPE AND SITE DESIGN
30 W. MONROE STREET, SUITE 700
CHICAGO, IL 60603
(312) 470-9501 WEBSITE: hdrinc.com
SCALE 1" = 250'
250' 500'125'
BENCHMARK NO.9
BENCHMARK NO.1 BENCHMARK NO.2
BENCHMARK NO.3
BENCHMARK NO.4
BENCHMARK NO.6
BENCHMARK NO.5
BENCHMARK
NO.7
BENCHMARK NO.8
BENCHMARK DATA
NO. 1 NO.4 RBS CEG PT. 80 N=1,246,883.78 E=663,803.14 ELEV=469.58'
NO. 2 NO.4 RBS CEG PT. 90 N=1,246,886.85 E=664,285.62 ELEV=464.97'
NO. 3 NO.4 RBS CEG PT. 19 N=1,245,974.19 E=664,891.98 ELEV=469.70'
NO. 4 NO.4 RBS CEG PT.26 N=1,245,699.66 E=664,927.26 ELEV=471.85'
NO. 5 NO.4 RBS CEG PT. 2 N=1,246,000.72 E=663,799.34 ELEV=467.44'
NO. 6 NO.4 RBS CEG PT. 120 N=1,245,671.42 E=663,855.58 ELEV=468.09'
NO. 7 NO.4 RBS CEG PT. 130 N=1,245,693.28 E=662,950.41 ELEV=475.43'
NO. 8 NO.4 RBS CEG PT. 5 N=1,246,895.14 E=661,935.58 ELEV=487.88'
NO. 9 NO.4 RBS CEG PT. 70 N=1,246,943.48 E=663,336.12 ELEV=468.73'
UTILITY COMPANY INFORMATION
PROVIDED BY PETER YOUNG, OFFICE
ENGINEER,
CD-GOG; US ARMY CORPS OF
ENGINEERS - SAVANNAH DISTRICT
706-791-4234 (OFFICE)
706-691-8697 (MOBILE)
FORT GORDON DPW
O & M DIVISION ELEC. PRIVATIZATION
ENERGY MANAGER: LOWELL T. TRAVIS
(706) 791-6184
LOWELL.T.TRAVIS.CIV@MAIL.MIL
FORT GORDON UTILITY CONTACT
GLENN HARTZOG
(706) 305-8242
GLENN.A.HARTZOG.CIV@MAIL.MIL
GEORGIA POWER COMPANY
POC (ELECTRICAL): MR. MARK MILLS
WORK: (706) 667-5633
MOBILE (706) 564-5553
LIGHTING:
POC (LIGHTING): CHRISTOPHER SAILORS
WORK: (706) 650-5204
CSAILORS@SOUTHERNCO.COM
SOUTHERN COMPANY (GAS)
POC (LOCAL): MR. CARL CORLEY
MOBILE: (706) 214-0858
EMAIL: ICORLEY@AGLRESOURCES.COM
POC (ATL): TOBY CHANDLER
(404) 367-8239
DLCHANDLER@SOUTHERCO.COM
AUGUSTA UTILITIES DEPARTMENT (AUD)
POC: STANLEY AYE, CONST. ENG'R.
(706) 826-4788
SAYE@AUGUSTAGA.GOV
HORACE LUKE - ASST. DIRECTOR
AUGUSTA UTILITIES DEPARTMENT
(706) 826-4788 OFFICE
HLUKE@AUGUSTAGA.GOV
HIGH TEMP/CHILLLED WATER
POC: TIM LYNCH
(706) 791-4148
DAVID.T.LYNCH.CIV@MAIL.MIL
LOWELL TRAVIS
(706) 791-6184
LOWELL.T.TRAVIS.CIV@MAIL.MIL
CIVIL DRAWING INDEX
N
APPROX. APPROXIMATE
ASPH. ASPHALT
BLDG. BUILDING
CI CAST IRON
CL,C/L CENTERLINE
CONC. CONCRETE
CONST. CONSTRUCTION
aCONT. CONTINUOUS
CMF CONCRETE MONUMENT
FOUND
CMP CORRUGATED METAL PIPE
DI DRAINAGE INLET
DIA. DIAMETER
D.I.P. DUCTILE IRON PIPE
DR. DRIVE or DRIVEWAY
DWG. DRAWING
E EAST
EA. EACH
EL. ELEVATION
EOP EDGE OF PAVEMENT
EXIST. EXISTING
FH FIRE HYDRANT
G.A.B. GRADED AGGREGATE
BASE
GI GRATED INLET
GRAV. GRAVEL
ID INSIDE DIAMETER
I.E. INVERT ELEVATION
IR IRRIGATION
IPF IRON PIPE FOUND
JB JUNCTION BOX
LF LINEAR FOOT
LP LIGHT POLE
MAX. MAXIMUM
MH MANHOLE
MIN. MINIMUM
N NORTH
NF NAIL FOUND
NTS NOT TO SCALE
OC ON CENTER
OD OUTSIDE DIAMETER
OHP OVERHEAD POWER
OTPF OPEN TOP PIPE FOUND
PERM. PERMANENT
PP POWER POLE
PVC POLYVINYL CHLORIDE
RBF REBAR FOUND
RCP REINF. CONC. PIPE
RJF RESTRAINED JOINT FITTING
RJP RESTRAINED JOINT PIPE
R/W RIGHT-OF-WAY
RD. ROAD
S SOUTH
SD STORM SEWER
SS SANITARY SEWER, SAN.
SWR.
SPEC. SPECIFICATION
STA STATION
TEMP. TEMPORARY
TYP. TYPICAL
UGP UNDERGROUND POWER
W WEST; WATER LINE
WM WATER METER
ABBREVIATIONS
FRENCH DRAIN 6"FD
MH MH
8"SS8"SS
18"SD 18"SD
JB
+ 100.00
.0
EXISTING PROPOSED
3"G 3"G
OHP OHP
JB
SPOT ELEVATION
CONTOUR
SANITARY SEWER
STORM DRAIN
NATURAL GAS
OVERHEAD POWER
DITCH/SWALE
FENCE
(TYPE) (TYPE)
CLEAN-OUT/SS SERVICE C.O.C.O.
6"FD
BLDG. STRUCTURE
UGP UGPUNDERGROUND POWER
C CCABLE
8"W8"WWATER
F/O F/OFIBER OPTICS
T TTELEPHONE
S
T
C
CONCRETE CURB & GUTTER
HTHWHIGH TEMPERATURE
HEATER WATER
CHWCHILLED WATER
CONSTRUCTION LIMIT LINE CLL
BENCHMARK
CONTROL POINT
C.P. NO. #
DESCRIPTION
COORDINATES
ELEVATION
SCH. 40 6" CONDUIT STUB
PITCHED (SPILL) GUTTER
CONCRETE PAVEMENT/SIDEWALK
ASPHALT PAVEMENT
GENERAL LEGEND
NO. DESCRIPTION
C-001 CIVIL - GENERAL NOTES. LEGEND & VICINITY MAP
V-101A CIVIL - EXISTING CONDITIONS PLAN - AREA A
V-101B CIVIL - EXISTING CONDITIONS PLAN - AREA B
V-101C CIVIL - EXISTING CONDITIONS PLAN - AREA C
CD101A CIVIL - SITE DEMOLITION PLAN - AREA A
CD101B CIVIL - SITE DEMOLITION PLAN - AREA B
CD101C CIVIL - SITE DEMOLITION PLAN - AREA C
CD101D CIVIL - SITE DEMOLITION PLAN - BID ALT.
CS101A CIVIL - SITE LAYOUT PLAN - AREA A
CS101B CIVIL - SITE LAYOUT PLAN - AREA B
CS101C CIVIL - SITE LAYOUT PLAN - AREA C
CS101D CIVIL - SITE LAYOUT PLAN - BID ALT.
CG101A CIVIL - SITE GRADING & DRAINAGE PLAN - AREA A
CG101B CIVIL - SITE GRADING & DRAINAGE PLAN - AREA B
CG101C CIVIL - SITE GRADING & DRAINAGE PLAN - AREA C
CG101D CIVIL - SITE GRADING & DRAINAGE PLAN - BID ALT.
CG201 CIVIL - STORM DRAIN PROFILES
CG202 CIVIL - STORM DRAIN PROFILES
CG203 CIVIL - STORM DRAIN PROFILES - BID ALT.
CU101A CIVIL - SITE UTILITIES PLAN - AREA A
CU101B CIVIL - SITE UTILITIES PLAN - AREA B
CU101C CIVIL - SITE UTILITIES PLAN - AREA C
CU101D CIVIL - SITE UTILITIES PLAN - BID ALT.
C-501 CIVIL - SITE DETAILS
C-502 CIVIL - SITE DETAILS
C-503 CIVIL - SITE DETAILS
C-504 CIVIL - SITE DETAILS
C-505 CIVIL - SITE DETAILS
C-506 CIVIL - SITE DETAILS
(GEORGIA - 1-800-282-7411)
THREE WORKING DAYS BEFORE YOU DIG
UTILITIES PROTECTION CENTER
C
IV
IL
G E
N E
R A
L N
O
TE
S . L
E G
E N
D
V
IC
IN
IT
Y M
A P
C-001
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391702\CIVIL\10053876-MCA1C-001.DWG
6/25/2019 2:36 PM
US Army Corps of Engineers ®
ISSUE FOR CONSTRUCTION
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
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
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
D A
TE
M
A R
K D
E S
C R
IP
TI
O N
MCA1
FO
R
T G
O R
D O
N , G
A
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 D
IS
TR
IC
T
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
FE
B
R U
A R
Y
S C
I T R
A
IN
IN
G
, R E
S E
A R
C H
N
E
TW
O R
K C
E N
TE
R
JA
M
U R
R A
Y
T.
W
IM
B
E R
LY
C . E
C
LA
V E
A
T.
W
IM
B
E R
LY
W
2H N
-1 9-
R -3
FY
P N
C A
TE
G
O R
Y C
O D
E
1-
-0
06/25/19
R
E V
IS
IO
N
/2 5/
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
/1
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
/1
.58
.78
.86
.59
.42
.05476
.78
.62
.46
.48
.35
.15
.42
.69
.84
.48
.25
.20
.11
.43
.67
.13
.74
.08
.53
.98 473
.20473 .47
.76
.06474
.70
.93
.09
.16 474 .40 473
.95
.91
.55
.97
.10
.12
.91
.92
.48
.27
.96
.00
.75
.85
.72
.77
.81
.76
.75
.47
.97
.65
.76
.40
.88
.50
.23
.79
.78
.10
.04
.52
.03
.28
.51
.24
.90
.31
.26
.12
.15
.96
.25
.87
.71
.31
.95
.92
.47
.11
.97475
.23
.85
.78 476
.66
.26
.78
.63
.84
.17
.26
.08
.42
.80
.14
.34
.13
.48
.90
.61
.89
.86
.09
.51
.04
.98
.72
.79
.01
.74
.67
.80
.78
.90
.07
.39
.39
.18
.87
.96
.28
.96
.02
.72
.00468
.89468 .83468
.21
.69 468
.80 468 .94
.86
.81
.77
.74
.15
.01
.27
.89
.76
.10
.82
.74
.57
.27
.46
.04 468
.49
.68 468 .76
.95
.46
.77
.34
.49
.32
.38
.51
.27
.59
.76
.91
.60
.81
.94
.52
.89
.44
.39 469
.90
.14
.41
.28
.68
.14
.96
.39
.04
.08
.72469
.64469 .83
.28
.13
.20
.29
.25
.58
.54
.41
.50
.48
.44
.46
.62
.37
.66
.24
.34
.15
.32
.08473
.05
.31
.13
.44471
.87
.78
.30
.95
.92
.48
471.12471 .44
.27
.54474
.02
.86
471.55
.97
.33
.61
.70
.61
.64472 .66
.70
.67472
.68
.74
.62
.76
.60
.70474
.53
.50
.55
.50
.84
.10
.98
.88
12"CMP
.22
.84
.42
.52
.65
.28
.69
.16 473
.69
.19
.11
.27
.79
.91476
.65
.39
.63
.84
.17
.77
.42472
.29
.80
.70
.34
.21
.56
.97
.69
.70
.38
.69
.94
.95
.94
.74
.07
GRATE TRAP
T=470.69'
IE¹1=459.73'
IE¹2 =459.61'
IEº=459.51'
.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 O O O O O O O O O O O O O O O O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O O O O O O O O O O O O O O
O O
O O
X X
X X
X X
X X
X X
X X
X X
X X
X
X X X X X X X X X X X
X X
X X
X X
X
XX
X X
X X
X X
X X
X X
X
X
X X
O
O O
O
O O OO
X X
X
X
X
XXX
X X X
X
X
XXX
X
SSMH
T=477.29'
IE¹1=463.62'
IE¹2 =463.28'
IE¹3 =463.10'
IEº=462.91'
(3)
(1) (2)
SSMH
T=473.12'
IE¹1=459.60'
IE¹2 =459.52'
IEº=459.42'
(1)
(2)
SSMH
T=470.56'
IE¹1=461.47'
IE¹2 =460.51'
IEº=460.39'
(1)
(2)
SSMH
T=469.21'
IE¹=461.67'
IEº=461.50'
SSMH
T=474.32'
IE¹=464.62'
IEº=464.56'
GRATE TRAP
T=473.16'
IE=469.86'
GRATE TRAP
T=472.73'
IE¹=467.88'
IEº=467.63'
(1) T=470.53'
IE¹1=465.16'
IE¹2 =463.85'
IEº=460.70'
(2)
(2)
GRATE TRAP
T=470.79'
IE¹1=458.72'
IE¹2 =458.65'
IEº=458.44'
(1)
(2) (1)
GRATE TRAP
T=470.84'
IE¹1=458.82'
IE¹2 =458.69'
IE¹3 =456.18'
IEº=455.94'
GRATE TRAP
T=470.58'
IE¹=457.42'
IEº=457.42'
(3)
(1)(2)
SSMH
T=471.35'
IE¹=463.58'
IEº=463.33'
GRATE TRAP
T=467.83'
IE¹=461.97'
IEº=461.39'
GRATE TRAP
T=470.87'
IE=465.07'
GRATE TRAP
T=470.52'
IE=462.87'
SIGN
GRATE TRAP
T=454.58'TRENCH GRATE
T=454.58'
FH
FH
CONTROL
VALVE
WV(2) SIGN
WV(2)
WV(2)
WV(2)WV(2)WV(2)
E
GEN.
ELECT.
BOXFIRE
CABINET
VAULT
UTILITY
VAULT CO
GEN.
PUMP
BOX
CONC.
PAD
GREELY HALL
2 STORY BRICK
BUILDING #29809
FFE=474.72
BURKHARDT HALL
3 STORY BRICK
BUILDING #29810
FFE=472.68
CO
CO
CO
NC
RE
TE
S
ID
EW
AL
K
CO
NC
RE
TE
S
ID
EW
AL
K
CO
NC
RE
TE
S
ID
EW
AL
K
CO
NC
RE
TE
S
ID
EW
AL
K
METAL
LID
STMH
T=474.20'
IEº=468.85'
STMH
T=463.24'
IE¹=460.31'
IEº=460.19'
STMH
T=463.21'
IE¹=461.53'
IEº=460.88'
STMH
T=473.30'
IE¹=462.82'
IEº=462.68'
12"CMP
W
WW
3"TRW
18"MAPLE
14"PN
9"PN
9"PN
15"OAK
20"PN
20"PN
10"MAG13"MAG
16"MAG
W
16"MAG
18"SG
6"OAK
W
W
14"OAK
W
14"OAK
W
21"OAK
29"OAK
20"PN
8"DW
W
6"BP
15"BP
15"OAK
17"PN
9"MAG
18"CMP
15"CMP
24"CMP
36"CM
P
28"PN
15"PN
22"PN
20"OAK
15"PN
15"OAK
8"PN
12"PN
16"OAK
15"OAK
12"CMP
12"CM
P
24"CMP
24"CMP
"C
MP
12"
CMP
SS
15"OAK
19"PN
15"PN
20"PN
16"OAK
19"PN
W
W
W
W
W
W
W
36"OAK17"SG
13"OAK
18"BP
29"PN
8"DW
16"OAK
17"OAK
9"TWIN
14"SG
W
W
W
W
W
W
W W
W
W
W
CH
W
CHW
CHW
CH
W
CHW
UG
P
F F
CH
W
CH
W
CHW
CHW
CHW
UG
P
S
S
UG
P
UGP
E
E
T
CONCRETE SIDEWALK
UGP
UGPUGP
UGP
LOWER WINDOW
WELL(TYP.)
LOWER WINDOW
WELL(TYP.)
W
SS SS
SS
SS
UGP
SS
SS
SS
SS
UGP
UG
P UGP
UG
P
UG
P
W W
UG
P
UG
P
W
UG
P
UG
P
UG
P
UGP
UGP
UGP
UGP
UGP
UG
P
UGP UGP
UGP
UGP
UGP UGP UGP
UG
P
UGP
UGP UGP
SS
SS
SS
SS
SS
SS
CH
W
SD
SD
SD
SD
SD
SD
SD
SD
E
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
T
T
T T T T T
T
T
T
T
T
T
T
TT
T
T
T
T
T
T
T
T
T
UGP
T
SD D
CONCRETE
SIDEWALK
SD
E
E
E
W
15"CMP
SS SS
"R
CP
T
UGP
9"RCP
11"PN
20"OAK
15"OAK
13"BP
9"SG
14"OAK
16"MAG
17"SG
19"OAK
13"OAK
24"OAK
W
W
W
HTHW
W S
HTHW HTHW
HT
HW
HTHW
HTHW
HTHWHTHW
HTHWHTHW
HT
HW
HT
HW
METAL
VAULT
W
UTILITY
MANHOLE
W
W
W
W
W
W
W
CH
W
CHW
SS
UGP
UGP
F
W
CH
W
CHW
CH
W
CHW
CHW
CH
W
CHW
CHW
E
E
S
S
S
S
E
T
W
W
SS
SSSS
SD
CO
SS
SS
SS
UGP
FH
UGP
UG
P
UG
P
UG
P
UGP
UGP
W
W
SD
UGP UGP
UG
P
UGP
UGP
UGP
UG
P
UG
P
UGP UGP UGP
UGP
UGP
UGP
UGP UGP
UGP UGPUGP
UGP UGP
UG
P(
2)
UG
P( 2)
UGP
UG
P
UGP
UGP
UGP
UG
P
UGP
UGP
SS
SS
SS
LOWER WINDOW
WELL(TYP.)
SD
SD
SD
SDSD
SD
SD
D D
W
T
T
T
T
T( 2)
T
T T
T
T T
T T
T T
T
T
T
T
TTTT
T
T
T T
T T
T
T T
T T
T
T
T
T
T
T
T
T
T T
TT
T T
FIN.FLR. EL. 474.72
EL. 459.39
UGP
UGP
CONCRETE SIDEWALK
W
SD SD
E E
8"BRICK WALL
D
SIGNAL TOWER
10-STORY
BUILDING #29808
FFE=481.80
SALTZMAN HALL
2 STORY BRICK
BUILDING #29811
FFE=471.72
UG
P
SS
UGP
HTHW
W S
HT
HW
HT
HW
HTHW
HTHW
HTHW
HTHW
HTHW
HT
HW
HT
HW
HTHW
UTILITY
MANHOLE
T
E
E
BOLLARDS(5)
GRATE TRAP
T=464.84'GRATE TRAP
T=458.86'
GRATE TRAP
T=461.39'
GRATE TRAP
T=461.33'
GRATE TRAP
T=466.73'
C.P. NO. 3
SOUTHEAST CORNER
OF CONCRETE SIDEWALK
N:1246395.5030 E:663431.4230
EL. 472.25
C.P. NO. 4
SOUTHWEST CORNER
OF CONCRETE BOX
N:1246424.3180
E:662972.3440
EL. 476.47
GRATE TRAP
SD
42"CMP
O O
O
OOOOOOOOOOOO
O O
O O
O O
O O
O O
O
O O
O
O O O
O O
O O
O O
O O
O O
O
UGP(3)UGP(3)
UGP(3)
UGP(3)
W
THRU-WALL PIPE
12"RCP
"1
'x1 'C
ON
C.
D
UG
P
UG
P
BLIND JB
474474474
474 473 472
472472
478479
477478479
SIGN
SIGN
WD.SIGN
WD.SIGN
SIGN
LOWER
WINDOW
WELL
BOLLARDS(3)
CONC.
METAL
GRATE
CONC. SIDEWALK
CONCRETE SIDEWALK
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
CONCRETE SIDEWALK
CO
NC
RE
TE
SI
DE
W
AL
K
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CONC. RET. WALL
CONC. RET. WALL
CO
NC
. R
ET
. W
AL
L
CONC. PAVEMENT
PLANTER
AREA
PLANTER
AREA
PLANTER
AREA
PLANTER
AREAPLANTER
AREA
CONC. SERV. DRIVE
LOADING DOCK
KIOSK
KIOSK
470 470
WW
SS
SS
SS
SD
W W W
SS
SS
IE¹=467.96'
IE¹=467.06'
IEº=466.81'
8"SS
E
.04
.67
M
OR
AN
H
AL
L
BL
DG
FF
E=
3.
M
OR
AN
H
AL
L
BL
DG
FF
E=
3.
12"RCP
SD
METAL CANOPY SHED
8"PVC
CONC. RAMP
GRATE TRAP
T=468.86
IE¹=464.73'
IEº=464.60'
.11
.81
SS SS
.52
W W
S
LOADING DOCK AREA
LOADING DOCK AREA
S
HTHW
CLL
CLL
CLL
C
LL
C
LL
CLL
CLL
CLL
CLL
C
LL
CLL
CLL
C
LL
CONSTRUCTION LINE LIMITS (CLL)
NOTES THE PROJECT LIMITS OF
DISTURBANCE. LOCATION OF
ORANGE CONSTRUCTION FENCE
SHALL BE WITHIN THE CLL AS
DETERMINED BY THE CONTRACTOR.
C
LL
C
LL
CLL
MATCH LINE "A - A" SEE DWG. V-101B
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'
KEY PLAN
NORTH
AREA B
AREA A
AREA C
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)
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391702\CIVIL\10053876-MCA1V-101.DWG
6/25/2019 2:47 PM
US Army Corps of Engineers ®
ISSUE FOR CONSTRUCTION
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
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
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
D A
TE
M
A R
K D
E S
C R
IP
TI
O N
MCA1
FO
R
T G
O R
D O
N , G
A
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 D
IS
TR
IC
T
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
FE
B
R U
A R
Y
S C
I T R
A
IN
IN
G
, R E
S E
A R
C H
N
E
TW
O R
K C
E N
TE
R
JA
M
U R
R A
Y
T.
W
IM
B
E R
LY
C . E
C
LA
V E
A
T.
W
IM
B
E R
LY
W
2H N
-1 9-
R -3
FY
P N
C A
TE
G
O R
Y C
O D
E
1-
-0
06/25/19
CIVIL - EXISTING CONDITIONS PLAN - AREA A
TOPOGRAPHIC SURVEY
P R E P A R E D B Y
TECHNICAL DATA:
DATE OF SURVEY - DECEMBER, 2017 MARCH, 18
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
R
E V
IS
IO
N
/2 5/
D
A T
E M
A R
K D
E S
C R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
/1
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
.12
.24
.10
.12
.91
.96
.00
.55
.34
.86
.28
.75
.85
.11
.44
.81
.65
.92
.34
.78
.76
.13
.48
.62
.74
.03
.71
.93
.41
.95
.33
.82
.24
.16
.37
.03465 .45
.73
.30 466
.05
.46
.96
.00
.21467 .20
.13
.65
.58
.07
.75
.59
.22
.96
.77 466
.66
.94
.80
.84
.54
.39 468 .73
.39
.18
.87
.51
.84
.65
.78
.19
.00
.41
.17
.86
.26
.56
.58464
.48
.88
.44
.11 466
.93
.79
.46
.82
.45
.14
.67
.09
.76
.98
.94
.49
.77
.28
.44
.99
467.75
.92
.66
.85
.54
.98
.05
.08
.16
.13
.91
.89
.96
.28
.72
.00468
.89468 .83468
.21
.69 468
.80 468 .94
.86
.81
.77
.89
.76
.10
.82
.74
.57
.27
.46
.04
.44
.06
.43
.56
.49
.68
.73
.84
.20
.93
.76
.95
.18
.80
.76
.34
.23
.76
.91
.60
.13
.62
.89
.69
.07
.04
.75
.67
.86
.92
.74
.05
.88
.26
.06
.81
.79
.14
.26
.96
.44
.49
.72
.94
.70
.91
.71
.73
.76
.56
.41
.24
.75
.02
.66
.85 467
.25
.88
.26
.51
.19
.29
.36
467.01
15"RCP
.16
.98
.94
.81
.67
.08
.44
467.24
.57
.70
.44
.07
.06
.88
.89
.54
.73
.19
.56
.78
.38
.48
.14
.45467 .33467
.05
.95
.53
.96
.04464
.91
.12
.20
.36
.27467
.40464 .86
.04
.15
.21
.56
X X
X X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
X X
XXXXXXXXXXXXXXXXXXXXXXX
X X
X X
X X
X X
XX
GRATE TRAP
SIGN(2)
SWT
T=465.78'
IE¹=458.72'
IEº=458.26' SSMH
T=467.83'
IE¹=461.67'
IEº=461.50'
GRATE TRAP
T=454.58'TRENCH GRATE
T=454.58'
WATER
METER
WV(2)
E E
CO
NC
RE
TE
S
ID
EW
AL
K
SWT
T=466.51'
IE¹1=461.25'
IE¹2 =460.66'
IEº=460.16'
X X
X
X X
X
GUY
GUY
GUYPP
PP
UTILITY
MANHOLE
15"CMP
SWT
T=467.25'
IE¹=461.10'
IEº=460.84'
(2)
(1)
SWT
T=466.52'
IE=461.92'
GRATE TRAP
T=459.85'
IE=457.53'
SWT
T=467.31'
IE=463.01'
STMH
T=467.19'
IE¹=462.13'
IEº=461.69'
SWT
T=467.45'
IE=463.02'
STMH
T=467.64'
IE=462.84'
STMH
T=466.89'
IE¹=461.24'
IEº=460.94'
(2)
SWT
T=466.87'
IE¹1=462.61'
IE¹2 =461.84'
IEº=461.64'
(1)
8th AVENUE
U
U
U
U
U
U U U
16"OAK
22"PN
24"PN
19"OAK
19"PN
20"OAK38"OAK
W
28"PN
15"PN
22"PN
SS
18"CMP
18"CMP
26"OAK
15"PN
22"OAK
29"OAK
9"TWIN
12"SG
W W
9"
CM
P
UGP
15"CPP
W W
W
W
"C
PP
UGP
UGP
UGP
UG
P
UGP
UG
P
UG
P
UGP
UGP
UGP
UGP UGP
UGP
UGP
UGP
UGP(3) UGP
UGP
UG
P
UGP(3)
UGP
UGP UGP
UGP
TT
T
T
T TT
T T T
T
T
T
T
T
TT
T
T
T
T
T
T
T
T
UG
P
15"CMP
15"CMP
9"RCP
9"CPP
30"OAK
W
W
S
W
W
SD
UGP UGP UGP
UGP
UGP
UGP
UGP UGP
UGP
UGP
UGP UGP
UGPUGP
UGP(3) UGPUGP
UG
P
UGP(3)
UGP
UGP UGP
UGP
UGP
T
T
T T
T
T
T
T
T
T
T
TT
TT
T
T
UGP
E
SIGN
FH
C.P. NO. 1
NORTHWEST CORNER
BACK OF CONCRETE CURB
N:1247090.9070 E:663173.6270
EL. 464.86
BENCHMARK NO.9
#4REBAR SET C.E.G.
POINT #70 ELEV=468.73'
N=1,246,943.48 E=663,336.12
SD
SD
UGP
UGP
UGP
UG
P(
3)
PP
T
T
T
12"CMP
T
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O
OOOO
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O
O O O
O O
O O
O O
O O
O
SIGN(6)
SIGN(4)
STOP
CONCRETE
SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
CO
NC
RE
TE
S
ID
EW
AL
K
SIGN
SIGN
SIGN
EXISTING PARKING LOT
(ASPHALT PAVEMENT)
EXISTING PARKING LOT
CONC. SWALE
ASPH. ASPH.
CONC.
UG
P
UG
P
D D
DD
D
D
D
D
D
D
EXISTING PARKING LOT
(ASPHALT PAVEMENT)
EXISTING PARKING LOT
(ASPHALT PAVEMENT)
SS
466 467
466465
468 468
E
RE
TA
IN
IN
G W
AL
L
RE
TA
IN
IN
G W
AL
L
.30
.40
8"W 8"W
GRATE TRAP
CONC.468
.81
.88
.72
.35
.53
.59 468
.45
T
W W
W
W W W W W W
W W
SD SD
SD
SD
SD SD
SDSD
CLL
CLL
CLL
C
LL
CLL CLL
C
LL
CLL
CLL
CLL
CLL
C
LL
CLL
CLL
CONSTRUCTION LINE LIMITS (CLL)
NOTES THE PROJECT LIMITS OF
DISTURBANCE. LOCATION OF
ORANGE CONSTRUCTION FENCE
SHALL BE WITHIN THE CLL AS
DETERMINED BY THE CONTRACTOR.
MATCH LINE "A - A" SEE DWG.V-101A
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
A1
SCALE 1" = 30'
30' 60'15'
KEY PLAN
NORTH
AREA B
AREA A
AREA C
M A
TC
H
L
IN
E
B
B
S E
E D
W G
.V -1
C
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)
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391702\CIVIL\10053876-MCA1V-101.DWG
6/25/2019 2:48 PM
US Army Corps of Engineers ®
ISSUE FOR CONSTRUCTION
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
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
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
D A
TE
M
A R
K D
E S
C R
IP
TI
O N
MCA1
FO
R
T G
O R
D O
N , G
A
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 D
IS
TR
IC
T
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
FE
B
R U
A R
Y
S C
I T R
A
IN
IN
G
, R E
S E
A R
C H
N
E
TW
O R
K C
E N
TE
R
JA
M
U R
R A
Y
T.
W
IM
B
E R
LY
C . E
C
LA
V E
A
T.
W
IM
B
E R
LY
W
2H N
-1 9-
R -3
FY
P N
C A
TE
G
O R
Y C
O D
E
1-
-0
06/25/19
CIVIL - EXISTING CONDITIONS PLAN - AREA B
TOPOGRAPHIC SURVEY
P R E P A R E D B Y
TECHNICAL DATA:
DATE OF SURVEY - DECEMBER, 2017 MARCH, 18
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
R
E V
IS
IO
N
/2 5/
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
/1
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
U U
U U
U U
U U
U U
U
.75
.94
.58
.69
.07
.04
.75
.44
.72
.94
.33
.70
.91
.09
.11
467.06
.21
.03
.94467
.08467 .19
.19
.91
.45
.14
.92
467.55
.80
.86
.42
.34
.94
.66
.06
.00
.64
.94
.00
.69
.34
467.47
468.57
.46
.15
.87
.51
.84
.61
.48
.63
.16
.75
.82
.36
.88
.16
.29467
.85
.29
.49
.85
.18
.28
.88
.80
.92
.02
.07
.17
.02468
.96
.56
.28
.02
.96
.08
.70
.34
.49
.90
.85
.79
.15
.95
.71
.73
.13
.26
.02
.33
.66
.66
.54
.51
.64
.69
.12
.43
.85466
.76
.77
.36
.72
.25
.81
.70
.50
.27
.49
X
X
X
X X
X X
X X
X X
X X
X X
XXXXXX
T=467.64'
IE=462.84'
STMH
T=466.89'
IE¹=461.24'
IEº=460.94'
SWT
T=466.78'
IE¹=460.49'
IEº=460.38'
(1)
X X
X X
X X
X X
X X
X X
X X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X X
X
XX
XXXXXXXXXXXXX
X X
X X
X X
X X
X X
X X
GRATE
TRAP
T=465.50'
FH
(3)
SWT
T=465.17'
IE¹=456.09'
IEº=456.05'
SWT
T=464.57'
IE¹1=454.32'
IE¹2 =452.47'
IE¹3 =445.97'
IEº=445.85'
STMH
T=436.84'
IE¹=424.13'
IEº=424.04'
U U U U U U U U U
U U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
WV
WV
WV
STMH
T=467.29'
GRATE
TRAP
T=467.56'
SWT
T=464.03'
IE¹=454.83'
IEº=454.68'
(2)
(1)
DWT
T=464.79'
IE¹=447.54'
IEº=447.49'
SWT
T=466.07'
IE¹=458.87'
IEº=458.82'
SWT
T=465.24'
IE=456.64'
20"OAK
W
23"PN
29"PN
W
33"PN
"C
MP
18"CMP
"C
MP
42"CMP
18"CMP
29"MAG
27"PN
W
15"CPP
UGP
UGP
UGP
UGP
UGPUGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGPUGP
UGP
T
T T
T
T
T
T
T
T
T
T
42"CMP
E
15"CPP
15"CPP
E
22"PN
W
15"CMP
18"CMP
D
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UG
P
UG
P
LOWER WINDOW
WELL(TYP.)
T
T
T
T
T
T
T
T
T
T T
T
FIBER
BOX
E
(2)(1)STMH
T=468.34'
IE¹1=454.06'
IE¹2=448.89'
IEº=448.56'
36"CMP
42"CMP
BENCHMARK NO. 1
#4REBAR SET C.E.G.
POINT #80 ELEV=469.58'
N=1,246,883.78 E=663,803.14
BENCHMARK NO. 2
#4REBAR SET C.E.G. POINT
#90 ELEV=464.97'
N=1,246,886.85 E=664,285.62
E
SIGN
HC SIGN
CO
NC
RE
TE
S
ID
EW
AL
K
SIGN
SIGN
BOLLARDS(4)
SIGN
SIGN
CONCRETE SIDEWALK CONCRETE SIDEWALK
CONC.
PAD
CONCRETE SIDEWALK
EXISTING PARKING LOT
UG
P
UGP
W W
W
W
W W W W
W
D D
D
D
D
D
D
D
D
UG
P
EXISTING PARKING LOT
(ASPHALT PAVEMENT)
EXISTING PARKING LOT
(ASPHALT PAVEMENT)
E
E
.21
.45
METAL
BLDG.
METAL BLDG.
#29820
METAL
BLDG.
CONC. 42
"C
MP
GRATE TRAP
T=463.16'
IE¹=449.76'
IE¹=447.52'
IEº=467.20'
.94
.21
.55
.64467
.35
.31
.22
.20
.84
.21
CO
NC
RE
TE
S
ID
EW
AL
K
SD
SDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
.06
.15
UGP UGP UGP
T
UGP
UGP UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
UGP
W W W WW
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
T
T
T
T
CLL
CLL
CLL
CLL
CLL
CLL
ORANGE CONST.
FENCE (TYP.)
CLL
CLL
CLL
CLL
CONSTRUCTION LINE LIMITS (CLL)
NOTES THE PROJECT LIMITS OF
DISTURBANCE. LOCATION OF
ORANGE CONSTRUCTION FENCE
SHALL BE WITHIN THE CLL AS
DETERMINED BY THE CONTRACTOR.
M A
TC
H
L
IN
E
B
B
S E
E D
W G
.V -1
B
V-101C
CIVIL - EXISTING CONDITIONS PLAN - AREA C
A1
SCALE 1" = 30'
30' 60'15'
TOPOGRAPHIC SURVEY
P R E P A R E D B Y
TECHNICAL DATA:
DATE OF SURVEY - DECEMBER, 2017 MARCH, 18
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
KEY PLAN
NORTH
AREA B
AREA A
AREA C
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
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)
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391702\CIVIL\10053876-MCA1V-101.DWG
6/25/2019 2:48 PM
US Army Corps of Engineers ®
ISSUE FOR CONSTRUCTION
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
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
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
D A
TE
M
A R
K D
E S
C R
IP
TI
O N
MCA1
FO
R
T G
O R
D O
N , G
A
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 D
IS
TR
IC
T
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
FE
B
R U
A R
Y
S C
I T R
A
IN
IN
G
, R E
S E
A R
C H
N
E
TW
O R
K C
E N
TE
R
JA
M
U R
R A
Y
T.
W
IM
B
E R
LY
C . E
C
LA
V E
A
T.
W
IM
B
E R
LY
W
2H N
-1 9-
R -3
FY
P N
C A
TE
G
O R
Y C
O D
E
1-
-0
06/25/19
R
E V
IS
IO
N
/2 5/
D
A T
E M
A R
K D
E S
C R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
/1
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
A T/
FP
A T/
FP
AT/FP AT/FP
AT/FP
A T/
FP
AT/FP
AT/FP
AT/FP
A
T/
FP
AT/FP BARRIER (TYP.)
SEE LANDSCAPE PLAN
AT/FP BARRIER (TYP.)
SEE LANDSCAPE PLAN
CONCRETE SIDEWALK
SEE DET. A1/C-502
SEE LANDSCAPE PLANS
SEE LANDSCAPE PLANS
MATCH EXIST.
SIDEWALK (TYP.)
ALL CONCRETE SIDEWALK
AND PAVING MATERIALS
NEED TO HAVE A MINIMUM
OF A THREE-YEAR AGED
SOLAR REFLECTANCE (SR)
VALUE AT LEAST 0.28 PER
LEED HEAT ISLAND
REDUCTION CREDIT.
CONCRETE PAVEMENT
SEE DET. A1/C-501
DOCK
25'
20' 17 .4
20' 20.5'
PROPOSED BUILDING MCA1
FFE = 474.25
XXXXXXXXXX
6' TYP.
20'
20'65
17.4'
S
P C
S . I
N C
L
H D
C P
.4
N:1246686.03 E:663278.28
E:663087.37
N:1246453.23 E:662920.47
N:1246804.92 E:663361.38
N:1246713.67 E:663352.14
N:1246674.11 E:662906.93
N:1246745.93 E:663360.26
N:1246679.90 E:663240.69
N:1246639.52 E:663396.23
20'R
SEE LANDSCAPE PLANS
FOR THIS AREA
MATCH EXIST.
SIDEWALK (TYP.)
CONCRETE SIDEWALK
(TROOP WALK)
SEE DET. A1/C-501
& A1/C-502
UTILITY YARD
SEE ELECTRICAL
DRAWINGS
FOR THIS AREA
10'
12'
CONCRETE SIDEWALK
(TROOP WALK)
SEE DET. A1/C-501
& A1/C-502
18.5'
TAPER CURB FROM 6" TO 0"
TO MATCH EXIST. SIDEWALK
(TYP. 4 LOCATIONS ALONG
THIS SIDE)
20'
ALL CONCRETE SIDEWALK
AND PAVING MATERIALS
NEED TO HAVE A MINIMUM
OF A THREE-YEAR AGED
SOLAR REFLECTANCE (SR)
VALUE AT LEASTR 0.28 PER
LEED HEAT ISLAND
REDUCTION CREDIT.
'(T
Y P
7'
20' 9'
9.
MATCH EXIST.
SIDEWALK (TYP.)
MATCH EXIST.
SIDEWALK (TYP.) 20'R
.1
6'
CROSSWALK (TYP.)
SEE DET. C1/C-502
179 LF-MOUNTABLE
CONCRETE CURB
SEE DET. E6/C-501
.5
66666A
S
B
7'
5'R
5'R
20'
TYP.
9'
TYP.
6A
12'
N:1246540.39 E:662892.36
7'
7'
'N:1246467.71
E:663210.77
N:1246396.20 E:663397.95
N:1246579.11 E:663395.58
G E
N E
R A
TO
R
TR
U
C K
P A
D
N:1246822.33 E:663420.22
20'
110 LF - 5' HIGH
CHAIN LINK FENCE
TO MATCH EXISTING
6'
N:1246740.59 E:663378.16
N:1246470.55 E:663061.80
N:1246541.15 E:662842.98
N:1246451.90 E:662991.03
N:1246346.04 E:663033.63
N:1246579.49 E:663415.59
DUMPSTER
LOCATION
SEE ARCHITECTURAL
DRAWINGS FOR
ENCLOSURE DETAIL
N:1246543.12 E:663394.89
N:1246450.55 E:663061.42
N:1246484.22 E:663393.77
9.
5'
CONCRETE SIDEWALK
SEE DET. A1/C-502
MATCH EXIST.
SIDEWALK (TYP.)
N:1246542.53 E:662904.42
N:1246608.47 E:662905.67
N:1246684.53 E:663357.08
N:1246473.17 E:662923.38
N:1246704.14 E:663377.46
N:1246444.11 E:663398.86
MATCH EXIST.
SIDEWALK (TYP.)
N:1246809.57 E:663379.47
12'
N:1246450.66 E:663055.78
N:1246617.49 E:663416.32
N:1246479.94 E:663413.69
N:1246447.71 E:663210.39
N:1246464.60 E:663373.39
12'
WHEEL STOPS (TYP.)
SEE DET. A3/C-502
50 LF-MOUNTABLE
CONCRETE CURB.
TAPER FROM 0" TO 4"
SEE DET. E6/C-501
AT/FP BARRIER (TYP.)
SEE LANDSCAPE PLAN
SEE DET. (SIMILAR)
E1/C-502
"COMMANDER
PARKING ONLY" SIGN
(TYP. 5 SPACES)
N:1246506.73 E:662891.73
20'R
N:1246613.96 E:663276.91
.5
'22 SPCS. INCL. 8 HDCP.
N:1246589.68 E:663395.28
N:1246677.63 E:663417.46
2 - SCH 40 6"Ø
PVC STUB (TYP.)
CONCRETE BOLLARD
SEE DET. A8/C-501
COLUMN LINES 15 & E
INTERSECTION
N:1246602.07 E:663349.99
COLUMN LINE 2 & E
INTERSECTION
N:1246609.21 E:662975.39
E
E
CLL
CLL
CLL
C
LL
C
LL
CLL
CLL
CLL
CLL
C
LL
CLL
CLL
C
LL
C
LL
C
LL
CLL
CONSTRUCTION LINE LIMITS (CLL)
NOTES THE PROJECT LIMITS OF
DISTURBANCE. LOCATION OF
ORANGE CONSTRUCTION FENCE
SHALL BE WITHIN THE CLL AS
DETERMINED BY THE CONTRACTOR.
O O O O O O O O
O
O
O
O
O O
O O
O O
O
O O O O O O O O O O O O O O O O O O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O O O O O O O O O O O O O O
O O
O O
X X
X X
X X
X X
X X
X X
X X
X X
X
X X X X X X X X X X X
X X
X X
X X
X X
X X
X
X
X X
O
O O
O
O O OO
BURKHARDT HALL
3 STORY BRICK
BUILDING #29810
FFE=472.68
18"MAPLE
15"OAK
20"PN
20"PN
10"MAG13"MAG
16"MAG
6"OAK
6"BP
15"BP
15"OAK
28"PN
15"PN
22"PN
16"OAK
15"OAK
15"OAK
19"PN
15"PN
16"OAK
19"PN
36"OAK17"SG
13"OAK
18"BP
9"TWIN
14"SG
20"OAK
13"BP
9"SG
16"MAG
17"SG
19"OAK
LOWER WINDOW
WELL(TYP.)
SIGNAL TOWER
10-STORY
BUILDING #29808
FFE=481.80
SALTZMAN HALL
2 STORY BRICK
BUILDING #29811
FFE=471.72
C.P. NO. 3
SOUTHEAST CORNER
OF CONCRETE SIDEWALK
N:1246395.5030 E:663431.4230
EL. 472.25
C.P. NO. 4
SOUTHWEST CORNER
OF CONCRETE BOX
N:1246424.3180
E:662972.3440
EL. 476.47
O O
O O
OOOOOOOOOOOO
O O
O O
O O
O O
O O
O
O O
O O
O O O
O O
O O
O O
O O
O O
O
SIGN
SIGN
WD.SIGN
WD.SIGN
LOWER
WINDOW
WELL
BOLLARDS(3)
CONC.
METAL
GRATE
CONC. SIDEWALK
CONCRETE SIDEWALK
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
CONCRETE SIDEWALK
CO
NC
RE
TE
SI
DE
W
AL
K
CONCRETE SIDEWALK
CONC. RET. WALL
CONC. RET. WALL
CO
NC
. R
ET
. W
AL
L
CONC. PAVEMENT
CONC. SERV. DRIVE
LOADING DOCK
KIOSK
KIOSK
M
OR
AN
H
AL
L
BL
DG
FF
E=
3.
M
OR
AN
H
AL
L
BL
DG
FF
E=
3.
METAL CANOPY SHED
CONC. RAMP
LOADING DOCK AREA
LOADING DOCK AREA
A T/
FP
A T/
FP
AT/FP AT/FP
AT/FP
A T/
FP
AT/FP
AT/FP
AT/FP
A
T/
FP
AT/FP BARRIER (TYP.)
SEE LANDSCAPE PLAN
AT/FP BARRIER (TYP.)
SEE LANDSCAPE PLAN
CONCRETE SIDEWALK
SEE DET. A1/C-502
SEE LANDSCAPE PLANS
SEE LANDSCAPE PLANS
MATCH EXIST.
SIDEWALK (TYP.)
ALL CONCRETE SIDEWALK
AND PAVING MATERIALS
NEED TO HAVE A MINIMUM
OF A THREE-YEAR AGED
SOLAR REFLECTANCE (SR)
VALUE AT LEAST 0.28 PER
LEED HEAT ISLAND
REDUCTION CREDIT.
CONCRETE PAVEMENT
SEE DET. A1/C-501
DOCK
25'
20' 17 .4
20' 20.5'
PROPOSED BUILDING MCA1
FFE = 474.25
XXXXXXXXXX
6' TYP.
20'
20'65
17.4'
S
P C
S . I
N C
L
H D
C P
.4
N:1246686.03 E:663278.28
E:663087.37
N:1246453.23 E:662920.47
N:1246804.92 E:663361.38
N:1246713.67 E:663352.14
N:1246674.11 E:662906.93
N:1246745.93 E:663360.26
N:1246679.90 E:663240.69
N:1246639.52 E:663396.23
20'R
SEE LANDSCAPE PLANS
FOR THIS AREA
MATCH EXIST.
SIDEWALK (TYP.)
CONCRETE SIDEWALK
(TROOP WALK)
SEE DET. A1/C-501
& A1/C-502
UTILITY YARD
SEE ELECTRICAL
DRAWINGS
FOR THIS AREA
10'
12'
CONCRETE SIDEWALK
(TROOP WALK)
SEE DET. A1/C-501
& A1/C-502
18.5'
TAPER CURB FROM 6" TO 0"
TO MATCH EXIST. SIDEWALK
(TYP. 4 LOCATIONS ALONG
THIS SIDE)
20'
ALL CONCRETE SIDEWALK
AND PAVING MATERIALS
NEED TO HAVE A MINIMUM
OF A THREE-YEAR AGED
SOLAR REFLECTANCE (SR)
VALUE AT LEASTR 0.28 PER
LEED HEAT ISLAND
REDUCTION CREDIT.
'(T
Y P
7'
20' 9'
9.
MATCH EXIST.
SIDEWALK (TYP.)
MATCH EXIST.
SIDEWALK (TYP.) 20'R
.1
6'
CROSSWALK (TYP.)
SEE DET. C1/C-502
179 LF-MOUNTABLE
CONCRETE CURB
SEE DET. E6/C-501
.5
66666A
S
B
7'
5'R
5'R
20'
TYP.
9'
TYP.
6A
12'
N:1246540.39 E:662892.36
7'
7'
'N:1246467.71
E:663210.77
N:1246396.20 E:663397.95
N:1246579.11 E:663395.58
G E
N E
R A
TO
R
TR
U
C K
P A
D
N:1246822.33 E:663420.22
20'
110 LF - 5' HIGH
CHAIN LINK FENCE
TO MATCH EXISTING
6'
N:1246740.59 E:663378.16
N:1246470.55 E:663061.80
N:1246541.15 E:662842.98
N:1246451.90 E:662991.03
N:1246346.04 E:663033.63
N:1246579.49 E:663415.59
DUMPSTER
LOCATION
SEE ARCHITECTURAL
DRAWINGS FOR
ENCLOSURE DETAIL
N:1246543.12 E:663394.89
N:1246450.55 E:663061.42
N:1246484.22 E:663393.77
9.
5'
CONCRETE SIDEWALK
SEE DET. A1/C-502
MATCH EXIST.
SIDEWALK (TYP.)
N:1246542.53 E:662904.42
N:1246608.47 E:662905.67
N:1246684.53 E:663357.08
N:1246473.17 E:662923.38
N:1246704.14 E:663377.46
N:1246444.11 E:663398.86
MATCH EXIST.
SIDEWALK (TYP.)
N:1246809.57 E:663379.47
12'
N:1246450.66 E:663055.78
N:1246617.49 E:663416.32
N:1246479.94 E:663413.69
N:1246447.71 E:663210.39
N:1246464.60 E:663373.39
12'
WHEEL STOPS (TYP.)
SEE DET. A3/C-502
50 LF-MOUNTABLE
CONCRETE CURB.
TAPER FROM 0" TO 4"
SEE DET. E6/C-501
AT/FP BARRIER (TYP.)
SEE LANDSCAPE PLAN
SEE DET. (SIMILAR)
E1/C-502
"COMMANDER
PARKING ONLY" SIGN
(TYP. 5 SPACES)
N:1246506.73 E:662891.73
20'R
N:1246613.96 E:663276.91
.5
'22 SPCS. INCL. 8 HDCP.
N:1246589.68 E:663395.28
N:1246677.63 E:663417.46
2 - SCH 40 6"Ø
PVC STUB (TYP.)
CONCRETE BOLLARD
SEE DET. A8/C-501
COLUMN LINES 15 & E
INTERSECTION
N:1246602.07 E:663349.99
COLUMN LINE 2 & E
INTERSECTION
N:1246609.21 E:662975.39
E
E
CLL
CLL
CLL
C
LL
C
LL
CLL
CLL
CLL
CLL
C
LL
CLL
CLL
C
LL
C
LL
C
LL
CLL
CONSTRUCTION LINE LIMITS (CLL)
NOTES THE PROJECT LIMITS OF
DISTURBANCE. LOCATION OF
ORANGE CONSTRUCTION FENCE
SHALL BE WITHIN THE CLL AS
DETERMINED BY THE CONTRACTOR.
MATCH LINE "A - A" SEE DWG. CS101B
CS101A
C
IV
IL
S
IT
E L
A Y
O U
T P
LA
N
A
R E
A A
NOTES:
1. BUILDING COORDINATES SHOWN ARE FOR
GENERAL LOCATION ONLY. SEE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL BUILDING
INFORMATION AND DIMENSIONS.
2. ALL DIMENSIONS AND/OR COORDINATES (IF ANY)
ARE FROM FACE OF CURB, EDGE OF CONCRETE
AND/OR FACE OF BUILDING.
3. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL SITE
INFORMATION SUCH AS CRUSHED STONE,
SEATWALL, PLANTER CURB AND PLANTED AREAS.
4. COORDINATE ALL CONCRETE JOINTS, SCORING
PATTERNS, TEXTURE & COLOR WITH LANDSCAPE
DRAWINGS.
5. PROVIDE 2-6" SCHED. 40 PVC TYP. AT ROAD
CROSSINGS, SIDEWALKS AND CURB ISLANDS.
6. CONTRACTOR REQUIRED TO CONTACT
GEORGIA811 THREE (3) DAYS PRIOR TO ANY
DIGGING OR COMMENCING CONSTRUCTION.
7. CONTRACTOR TO COORDINATE/PHASE THE
INSTALLATION OF THE PROPOSED TACK COAT AND
ASPHALT PAVEMENT TO PREVENT TRACKING
ONTO ADJACENT PAVEMENT STRUCTURES,
INCLUDING THE HIGH ALBEDO CONCRETE
PAVEMENT. USE ADDITIONAL MEASURES AS
NECESSARY TO PROTECT THE NEW CONCRETE
SURFACES DURING AND POST INSTALLATION.
KEY PLAN
NORTH
AREA B
AREA A
AREA C
ALT. BID
A1
SCALE 1" = 30'
30' 60'15'
CIVIL - SITE LAYOUT PLAN - AREA A
SCH. 40 6" CONDUIT STUB
PITCHED (SPILL) GUTTER
LEGEND:
CONCRETE PAVEMENT/SIDEWALK
ASPHALT PAVEMENT
SEE DET. A6/C-501
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391702\CIVIL\10053876-MCA1CS101.DWG
6/25/2019 2:54 PM
US Army Corps of Engineers ®
ISSUE FOR CONSTRUCTION
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
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
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
D A
TE
M
A R
K D
E S
C R
IP
TI
O N
MCA1
FO
R
T G
O R
D O
N , G
A
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 D
IS
TR
IC
T
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
FE
B
R U
A R
Y
S C
I T R
A
IN
IN
G
, R E
S E
A R
C H
N
E
TW
O R
K C
E N
TE
R
JA
M
U R
R A
Y
T.
W
IM
B
E R
LY
C . E
C
LA
V E
A
T.
W
IM
B
E R
LY
W
2H N
-1 9-
R -3
FY
P N
C A
TE
G
O R
Y C
O D
E
1-
-0
06/25/19
ROAD SIGN & STRIPING LEGEND:
SWL SOLID WHITE LINE
SYL SOLID YELLOW LINE
DSYL DOUBLE SOLID YELLOW LINE
18SB 18" STOP BAR
24SB 24" STOP BAR
(#)(C)ST (WIDTH)(COLOR) STRIPE
1 STOP SIGN R1-1 24" (36" WITHIN R/W)
2 DO NOT ENTER SIGN R5-1
3 SPEED LIMIT (25MPH) SIGN R2-1 18"x24"
4 NO PARKING SIGN R7-1
5 ONE WAY SIGN R6-2L
6 HDCP PARKING SIGN R7-8
6A HDCP PARKING SIGN W/
VAN ACCESSIBLE
7 BICYCLES & MOTORCYLES R8-19
8 CUSTOM SIGN R8-B 18"x24"
"COMMANDER PARKING SIGN ONLY"
NOTES:
1. SEE DETAIL C1/C-502 & SPECS FOR PAVEMENT
MARKING.
2. SEE DETAIL E6/C-502 FOR SIGN INSTALLATION
DETAIL.
R
E V
IS
IO
N
/2 5/
D
A T
E M
A R
K D
E S
C R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
/1
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
MATCH
EXIST. EDGE
OF ASPHALT
(TYP.)
MATCH EXIST. EDGE
OF ASPHALT (TYP.)
MATCH EXIST.
SIDEWALK (TYP.)
S
P A
C E
S
XXXXXXXXXXXXXX
S
P C
S . I
N C
L
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
28 SPACES
S
P A
C E
S
35 SPACES
F U T U R E 12' W I D E L A N E F U T U R E 12' W I D E L A N E
N:1246859.30 E:663087.37
N:1247073.27 E:663091.45
N:1246827.85 E:663744.39
N:1246893.15 E:663148.03
N:1247031.92 E:663423.72
N:1247033.06 E:663363.73
N:1247086.02 E:663366.55
N:1247084.90 E:663425.24
N:1247090.83 E:663114.60 N:1247078.89
E:663740.18
N:1246846.39 E:663764.25
N:1247026.50 E:663707.67
N:1246865.52 E:663390.54
N:1247037.13 E:663150.77
N:1246887.95 E:663420.98
N:1246889.09 E:663360.99
20'R
MATCH EXIST.
SIDEWALK (TYP.)
ASPHALT PAVEMENT
SEE DET. A6/C-501
ASPHALT PAVEMENT
SEE DET. A6/C-501
BENCHMARK NO.9
#4REBAR SET C.E.G.
POINT #70 ELEV=468.73'
N=1,246,943.48 E=663,336.12
TAPER CURB FROM 6" TO 0"
TO MATCH EXIST. SIDEWALK
(TYP. 4 LOCATIONS ALONG
THIS SIDE)
N:1247013.40 E:663058.09
N:1247139.44 E:663395.77
N:1247012.21 E:663120.29
SEE DET. E1/C-502 (SIMILAR)
N:1246870.73
E:663117.59
5'R
TYP.
18' 24' 18' 11' 18' 24' 18' 11' 18' 24' 18' 11' 18' 24' 18' 18' 24' 18' 18' 24' 18' 11' 18' 24' 18' 11' 18' 24' 18' 11' 18' 24' 18' 11' 18' 24' 18'
CROSSWALK (TYP.)
SEE DET. C1/C-502
4'
2' WIDE CONCRETE
CURB & GUTTER (TYP.)
PAVING MATERIALS NEED TO HAVE
A MINIMUM OF A THREE-YEAR
AGED SOLAR REFLECTANCE (SR)
VALUE AT LEASTR 0.28 PER LEED
HEAT ISLAND REDUCTION CREDIT.
10'R.
15'R
114 LF-CONC. VALLEY GUTTER SEE DET. C6/C-501
CONC. FLUME
SEE DET. C6/503
7'R
24'
9'
TYP.18
'T Y
P
TY
P
4'
'T
Y P
.5
4'
'T
Y P
.5
66666A
D S
Y L
24SB
S
B
S
B
D S
Y L
S
B
S
B
18SB18SB 18SB 18SB 18SB 18SB 18SB
18SB 18SB 18SB 18SB
18SB 18SB 18SB
DSYL24
S
B
L
F- C
O N
C . V
A
LL
E Y
G U
TT
E
R S
E E
D E
T.
C
6/ C
-5
5'R
5'R
TYP.
5'R
TYP.
5'R
5'R
16.7'
4' SPCS. @ 8'
MOTORCYCLE
PARKING (TYP.)
4 SPACES @
4'-6" = 18'-0"
20'
TYP.
5'R
TYP.
5'R
TYP.
5'R
N:1246858.96 E:663734.48
N:1247048.93 E:663738.10
N:1247060.70 E:663121.22
N:1247055.49 E:663394.17
36 SPACES
9'
TYP.
6A
30'R30'R
'R
N:1246822.33 E:663420.22
18SB
110 LF - 5' HIGH
CHAIN LINK FENCE
TO MATCH EXISTING
9'
TY
P
9'
TY
P
TY
P
TY
P
18SB
CONCRETE PAVEMENT
SEE DET. A1/C-501
5'R
N:1246809.57 E:663379.47
5'R
TYP.
42'
N:1247122.96 E:663494.40
N:1247125.94 E:663338.50
5'R
SWL, TYP.SWL, TYP.
WHEEL STOPS (TYP.)
SEE DET. A3/C-502
CONCRETE PAVEMENT
SEE DET. A1/C-501
CONCRETE PAVEMENT
SEE DET. A1/C-501
CONCRETE PAVEMENT
SEE DET. A1/C-501
"COMMANDER
20'R
20'R
90°
90°
N:1247026.72 E:663093.56
N:1246998.73 E:663093.03
10'R
5'R
45'R
15'R
5'R
TYP.
5'R
5'R
TYP.
5'R 5'R 5'R
1'
TY
P
5'RTYP.
5'RTYP.
1'
TY
P
5'R
TYP.
1'
TY
P
N:1246882.53 E:663704.92
N:1246891.59 E:663230.01
N:1246890.44 E:663290.00
N:1246890.24 E:663301.00
90°
N:1246885.45 E:663551.95
20'R
N:1247034.42 E:663292.75
N:1246882.74 E:663693.93
N:1247034.21 E:663303.74
N:1247080.08 E:663382.63
N:1247046.28 E:663090.94
N:1247029.21 E:663565.70
N:1246976.02 E:663089.60
.5
'22 SPCS. INCL. 8 HDCP.
CONCRETE PAVEMENT
SEE DET. A1/C-501
39'
CONCRETE PAVEMENT
SEE DET. A1/C-50121
N:1246886.80 E:663480.96
N:1246891.80 E:663219.01
N:1247035.56 E:663232.76
N:1246892.94 E:663159.02
N:1247036.92 E:663161.77
N:1247028.72 E:663381.65
N:1247035.77 E:663221.76
N:1247030.77 E:663483.71
N:1247079.63 E:663406.63
N:1247030.57 E:663494.71
N:1247028.26 E:663405.65
N:1247029.42 E:663554.70
N:1247027.86 E:663636.68
N:1247028.07 E:663625.69
N:1247026.71 E:663696.67
N:1246884.09 E:663622.94
9'
TY
P
N:1247025.36 E:663767.66
N:1246885.24 E:663562.95
N:1246886.59 E:663491.96 N:1246883.88
E:663633.94
N:1246907.29 E:663403.34
N:1246907.74 E:663379.35
' T
Y P
'T
Y P
'T Y
P
' T
Y P
' T
Y P
S88° 54' 25"E 273.00
S 1°
5'
5"
W
.9
S 1°
5'
5"
W
0.
N88° 54' 25"W 273.00
2 - SCH 40 6"Ø
PVC STUB (TYP.)
N 1°
5'
5"
E
0.
D E
P R
E S
S E
D
CLL
CLL
CLL
C
LL
CLL CLL
C
LL
CLL
CLL
CLL
CLL
C
LL
CLL
CLL
CONSTRUCTION LINE LIMITS (CLL)
NOTES THE PROJECT LIMITS OF
DISTURBANCE. LOCATION OF
ORANGE CONSTRUCTION FENCE
SHALL BE WITHIN THE CLL AS
DETERMINED BY THE CONTRACTOR.
.04
.75
.44
.70
.91
X X
X
XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX
X X
X
X X
X
8th AVENUE
16"OAK
22"PN
24"PN
19"OAK
19"PN
20"OAK
28"PN
15"PN
22"PN
15"PN
29"OAK
9"TWIN
12"SG
6"SWG
C.P. NO. 1
NORTHWEST CORNER
BACK OF CONCRETE CURB
N:1247090.9070 E:663173.6270
EL. 464.86
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O
OOOO
O O
O O
O O
O O
O O
O O
O O
O O
O O
O O
O
O O O
O O
O O
O O
O O
STOP
CONCRETE
SIDEWALK
CONCRETE SIDEWALK
CONCRETE SIDEWALK
SIGN
SIGN
ASPH. ASPH.
CONC.
UG
P
E
RE
TA
IN
IN
G W
AL
L
RE
TA
IN
IN
G W
AL
L
CONC.
MATCH
EXIST. EDGE
OF ASPHALT
(TYP.)
MATCH EXIST. EDGE
OF ASPHALT (TYP.)
MATCH EXIST.
SIDEWALK (TYP.)
S
P A
C E
S
XXXXXXXXXXXXXX
S
P C
S . I
N C
L
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S
28 SPACES
S
P A
C E
S
35 SPACES
F U T U R E 12' W I D E L A N E F U T U R E 12' W I D E L A N E
N:1246859.30 E:663087.37
N:1247073.27 E:663091.45
N:1246827.85 E:663744.39
N:1246893.15 E:663148.03
N:1247031.92 E:663423.72
N:1247033.06 E:663363.73
N:1247086.02 E:663366.55
N:1247084.90 E:663425.24
N:1247090.83 E:663114.60 N:1247078.89
E:663740.18
N:1246846.39 E:663764.25
N:1247026.50 E:663707.67
N:1246865.52 E:663390.54
N:1247037.13 E:663150.77
N:1246887.95 E:663420.98
N:1246889.09 E:663360.99
20'R
MATCH EXIST.
SIDEWALK (TYP.)
ASPHALT PAVEMENT
SEE DET. A6/C-501
ASPHALT PAVEMENT
SEE DET. A6/C-501
BENCHMARK NO.9
#4REBAR SET C.E.G.
POINT #70 ELEV=468.73'
N=1,246,943.48 E=663,336.12
TAPER CURB FROM 6" TO 0"
TO MATCH EXIST. SIDEWALK
(TYP. 4 LOCATIONS ALONG
THIS SIDE)
N:1247013.40 E:663058.09
N:1247139.44 E:663395.77
N:1247012.21 E:663120.29
SEE DET. E1/C-502 (SIMILAR)
N:1246870.73
E:663117.59
5'R
TYP.
18' 24' 18' 11' 18' 24' 18' 11' 18' 24' 18' 11' 18' 24' 18' 18' 24' 18' 18' 24' 18' 11' 18' 24' 18' 11' 18' 24' 18' 11' 18' 24' 18' 11' 18' 24' 18'
CROSSWALK (TYP.)
SEE DET. C1/C-502
4'
2' WIDE CONCRETE
CURB & GUTTER (TYP.)
PAVING MATERIALS NEED TO HAVE
A MINIMUM OF A THREE-YEAR
AGED SOLAR REFLECTANCE (SR)
VALUE AT LEASTR 0.28 PER LEED
HEAT ISLAND REDUCTION CREDIT.
10'R.
15'R
114 LF-CONC. VALLEY GUTTER SEE DET. C6/C-501
CONC. FLUME
SEE DET. C6/503
7'R
24'
9'
TYP.18
'T Y
P
TY
P
4'
'T
Y P
.5
4'
'T
Y P
.5
66666A
D S
Y L
24SB
S
B
S
B
D S
Y L
S
B
S
B
18SB18SB 18SB 18SB 18SB 18SB 18SB
18SB 18SB 18SB 18SB
18SB 18SB 18SB
DSYL24
S
B
L
F- C
O N
C . V
A
LL
E Y
G U
TT
E
R S
E E
D E
T.
C
6/ C
-5
5'R
5'R
TYP.
5'R
TYP.
5'R
5'R
16.7'
4' SPCS. @ 8'
MOTORCYCLE
PARKING (TYP.)
4 SPACES @
4'-6" = 18'-0"
20'
TYP.
5'R
TYP.
5'R
TYP.
5'R
N:1246858.96 E:663734.48
N:1247048.93 E:663738.10
N:1247060.70 E:663121.22
N:1247055.49 E:663394.17
36 SPACES
9'
TYP.
6A
30'R30'R
'R
N:1246822.33 E:663420.22
18SB
110 LF - 5' HIGH
CHAIN LINK FENCE
TO MATCH EXISTING
9'
TY
P
9'
TY
P
TY
P
TY
P
18SB
CONCRETE PAVEMENT
SEE DET. A1/C-501
5'R
N:1246809.57 E:663379.47
5'R
TYP.
42'
N:1247122.96 E:663494.40
N:1247125.94 E:663338.50
5'R
SWL, TYP.SWL, TYP.
WHEEL STOPS (TYP.)
SEE DET. A3/C-502
CONCRETE PAVEMENT
SEE DET. A1/C-501
CONCRETE PAVEMENT
SEE DET. A1/C-501
CONCRETE PAVEMENT
SEE DET. A1/C-501
"COMMANDER
20'R
20'R
90°
90°
N:1247026.72 E:663093.56
N:1246998.73 E:663093.03
10'R
5'R
45'R
15'R
5'R
TYP.
5'R
5'R
TYP.
5'R 5'R 5'R
1'
TY
P
5'RTYP.
5'RTYP.
1'
TY
P
5'R
TYP.
1'
TY
P
N:1246882.53 E:663704.92
N:1246891.59 E:663230.01
N:1246890.44 E:663290.00
N:1246890.24 E:663301.00
90°
N:1246885.45 E:663551.95
20'R
N:1247034.42 E:663292.75
N:1246882.74 E:663693.93
N:1247034.21 E:663303.74
N:1247080.08 E:663382.63
N:1247046.28 E:663090.94
N:1247029.21 E:663565.70
N:1246976.02 E:663089.60
.5
'22 SPCS. INCL. 8 HDCP.
CONCRETE PAVEMENT
SEE DET. A1/C-501
39'
CONCRETE PAVEMENT
SEE DET. A1/C-50121
N:1246886.80 E:663480.96
N:1246891.80 E:663219.01
N:1247035.56 E:663232.76
N:1246892.94 E:663159.02
N:1247036.92 E:663161.77
N:1247028.72 E:663381.65
N:1247035.77 E:663221.76
N:1247030.77 E:663483.71
N:1247079.63 E:663406.63
N:1247030.57 E:663494.71
N:1247028.26 E:663405.65
N:1247029.42 E:663554.70
N:1247027.86 E:663636.68
N:1247028.07 E:663625.69
N:1247026.71 E:663696.67
N:1246884.09 E:663622.94
9'
TY
P
N:1247025.36 E:663767.66
N:1246885.24 E:663562.95
N:1246886.59 E:663491.96 N:1246883.88
E:663633.94
N:1246907.29 E:663403.34
N:1246907.74 E:663379.35
' T
Y P
'T
Y P
'T Y
P
' T
Y P
' T
Y P
S88° 54' 25"E 273.00
S 1°
5'
5"
W
.9
S 1°
5'
5"
W
0.
N88° 54' 25"W 273.00
2 - SCH 40 6"Ø
PVC STUB (TYP.)
N 1°
5'
5"
E
0.
D E
P R
E S
S E
D
CLL
CLL
CLL
C
LL
CLL CLL
C
LL
CLL
CLL
CLL
CLL
C
LL
CLL
CLL
CONSTRUCTION LINE LIMITS (CLL)
NOTES THE PROJECT LIMITS OF
DISTURBANCE. LOCATION OF
ORANGE CONSTRUCTION FENCE
SHALL BE WITHIN THE CLL AS
DETERMINED BY THE CONTRACTOR.
MATCH LINE "A - A" SEE DWG. CS101A
CS101B
C
IV
IL
S
IT
E L
A Y
O U
T P
LA
N
A
R E
A B
A1
SCALE 1" = 30'
30' 60'15'
KEY PLAN
NORTH
AREA B
AREA A
AREA C
ALT. BID
M A
TC
H
L
IN
E
B
B
S E
E D
W G
. C S
1C
CIVIL - SITE LAYOUT PLAN - AREA B
LEGEND:
SCH. 40 6" CONDUIT STUB
PITCHED (SPILL) GUTTER
CONCRETE PAVEMENT/SIDEWALK
ASPHALT PAVEMENT
SEE DET. A6/C-501
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391702\CIVIL\10053876-MCA1CS101.DWG
6/25/2019 2:55 PM
US Army Corps of Engineers ®
ISSUE FOR CONSTRUCTION
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
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
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
D A
TE
M
A R
K D
E S
C R
IP
TI
O N
MCA1
FO
R
T G
O R
D O
N , G
A
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 D
IS
TR
IC
T
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
FE
B
R U
A R
Y
S C
I T R
A
IN
IN
G
, R E
S E
A R
C H
N
E
TW
O R
K C
E N
TE
R
JA
M
U R
R A
Y
T.
W
IM
B
E R
LY
C . E
C
LA
V E
A
T.
W
IM
B
E R
LY
W
2H N
-1 9-
R -3
FY
P N
C A
TE
G
O R
Y C
O D
E
1-
-0
06/25/19
NOTES:
1. BUILDING COORDINATES SHOWN ARE FOR
GENERAL LOCATION ONLY. SEE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL BUILDING
INFORMATION AND DIMENSIONS.
2. ALL DIMENSIONS AND/OR COORDINATES (IF ANY)
ARE FROM FACE OF CURB, EDGE OF CONCRETE
AND/OR FACE OF BUILDING.
3. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL SITE
INFORMATION SUCH AS CRUSHED STONE,
SEATWALL, PLANTER CURB AND PLANTED AREAS.
4. COORDINATE ALL CONCRETE JOINTS, SCORING
PATTERNS, TEXTURE & COLOR WITH LANDSCAPE
DRAWINGS.
5. PROVIDE 2-6" SCHED. 40 PVC TYP. AT ROAD
CROSSINGS, SIDEWALKS AND CURB ISLANDS.
6. CONTRACTOR REQUIRED TO CONTACT
GEORGIA811 THREE (3) DAYS PRIOR TO ANY
DIGGING OR COMMENCING CONSTRUCTION.
7. CONTRACTOR TO COORDINATE/PHASE THE
INSTALLATION OF THE PROPOSED TACK COAT AND
ASPHALT PAVEMENT TO PREVENT TRACKING
ONTO ADJACENT PAVEMENT STRUCTURES,
INCLUDING THE HIGH ALBEDO CONCRETE
PAVEMENT. USE ADDITIONAL MEASURES AS
NECESSARY TO PROTECT THE NEW CONCRETE
SURFACES DURING AND POST INSTALLATION.
ROAD SIGN & STRIPING LEGEND:
SWL SOLID WHITE LINE
SYL SOLID YELLOW LINE
DSYL DOUBLE SOLID YELLOW LINE
18SB 18" STOP BAR
24SB 24" STOP BAR
(#)(C)ST (WIDTH)(COLOR) STRIPE
1 STOP SIGN R1-1 24" (36" WITHIN R/W)
2 DO NOT ENTER SIGN R5-1
3 SPEED LIMIT (25MPH) SIGN R2-1 18"x24"
4 NO PARKING SIGN R7-1
5 ONE WAY SIGN R6-2L
6 HDCP PARKING SIGN R7-8
6A HDCP PARKING SIGN W/
VAN ACCESSIBLE
7 BICYCLES & MOTORCYLES R8-19
8 CUSTOM SIGN R8-B 18"x24"
"COMMANDER PARKING SIGN ONLY"
NOTES:
1. SEE DETAIL C1/C-502 & SPECS FOR PAVEMENT
MARKING.
2. SEE DETAIL E6/C-502 FOR SIGN INSTALLATION
DETAIL.
R
E V
IS
IO
N
/2 5/
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
/1
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
N:1246827.85 E:663744.39
N:1247060.83 E:663768.34
N:1246846.39 E:663764.25
D E
P R
E S
S E
D C
U R
B
18'
D E
P R
E S
S E
D C
U R
B
CLL
CLL
CLL
CLL
CLL
CLL
CLL
CLL
CLL
CLL
CONSTRUCTION LINE LIMITS (CLL)
NOTES THE PROJECT LIMITS OF
DISTURBANCE. LOCATION OF
ORANGE CONSTRUCTION FENCE
SHALL BE WITHIN THE CLL AS
DETERMINED BY THE CONTRACTOR.
X
X
X
X X
X X
X X
X X
X X
X X
XXXXXXX X
X
X X
X X
X X
X X
X X
X X
X X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
20"OAK
23"PN
29"PN
33"PN
29"MAG
27"PN
22"PN
LOWER WINDOW
WELL(TYP.)SIGN
HC SIGN
CO
NC
RE
TE
S
ID
EW
AL
K
SIGN
SIGN
SIGN
CONCRETE SIDEWALK CONCRETE SIDEWALK
CONC.
PAD
CONCRETE SIDEWALK
EXISTING PARKING LOT
EXISTING PARKING LOT
(ASPHALT PAVEMENT)
EXISTING PARKING LOT
(ASPHALT PAVEMENT)
E
E
METAL
BLDG.
METAL BLDG.
#29820
METAL
BLDG.
CONC.
CO
NC
RE
TE
S
ID
EW
AL
K
N:1246827.85 E:663744.39
N:1247060.83 E:663768.34
N:1246846.39 E:663764.25
D E
P R
E S
S E
D C
U R
B
18'
D E
P R
E S
S E
D C
U R
B
CLL
CLL
CLL
CLL
CLL
CLL
CLL
CLL
CLL
CLL
CONSTRUCTION LINE LIMITS (CLL)
NOTES THE PROJECT LIMITS OF
DISTURBANCE. LOCATION OF
ORANGE CONSTRUCTION FENCE
SHALL BE WITHIN THE CLL AS
DETERMINED BY THE CONTRACTOR.
M A
TC
H
L
IN
E
B
B
CS101C
C
IV
IL
S
IT
E L
A Y
O U
T P
LA
N
A
R E
A C
A1
SCALE 1" = 30'
30' 60'15'
KEY PLAN
NORTH
AREA B
AREA A
AREA C
ALT. BID
CIVIL - SITE LAYOUT PLAN - AREA C
S E
E D
W G
. C S
1B
SCH. 40 6" CONDUIT STUB
PITCHED (SPILL) GUTTER
LEGEND:
CONCRETE PAVEMENT/SIDEWALK
ASPHALT PAVEMENT
SEE DET. A6/C-501
B
C
D
E
F
G
2 3 4 5 6 7 8 9 101
A
File Path:
Plot Date:
K:\10391702\CIVIL\10053876-MCA1CS101.DWG
6/25/2019 2:55 PM
US Army Corps of Engineers ®
ISSUE FOR CONSTRUCTION
SHEET ID
U S
A R
M Y
C O
R
PS
O F
EN
G
IN
EE
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
TE
C O
N
TR
A C
T N
O
S O
LI
C
IT
A
TI
O
N N
O
D A
TE
M
A R
K D
E S
C R
IP
TI
O N
MCA1
FO
R
T G
O R
D O
N , G
A
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 D
IS
TR
IC
T
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
FE
B
R U
A R
Y
S C
I T R
A
IN
IN
G
, R E
S E
A R
C H
N
E
TW
O R
K C
E N
TE
R
JA
M
U R
R A
Y
T.
W
IM
B
E R
LY
C . E
C
LA
V E
A
T.
W
IM
B
E R
LY
W
2H N
-1 9-
R -3
FY
P N
C A
TE
G
O R
Y C
O D
E
1-
-0
06/25/19
NOTES:
1. BUILDING COORDINATES SHOWN ARE FOR
GENERAL LOCATION ONLY. SEE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL BUILDING
INFORMATION AND DIMENSIONS.
2. ALL DIMENSIONS AND/OR COORDINATES (IF ANY)
ARE FROM FACE OF CURB, EDGE OF CONCRETE
AND/OR FACE OF BUILDING.
3. SEE LANDSCAPE DRAWINGS FOR ADDITIONAL SITE
INFORMATION SUCH AS CRUSHED STONE,
SEATWALL, PLANTER CURB AND PLANTED AREAS.
4. COORDINATE ALL CONCRETE JOINTS, SCORING
PATTERNS, TEXTURE & COLOR WITH LANDSCAPE
DRAWINGS.
5. PROVIDE 2-6" SCHED. 40 PVC TYP. AT ROAD
CROSSINGS, SIDEWALKS AND CURB ISLANDS.
6. CONTRACTOR REQUIRED TO CONTACT
GEORGIA811 THREE (3) DAYS PRIOR TO ANY
DIGGING OR COMMENCING CONSTRUCTION.
7. CONTRACTOR TO COORDINATE/PHASE THE
INSTALLATION OF THE PROPOSED TACK COAT AND
ASPHALT PAVEMENT TO PREVENT TRACKING
ONTO ADJACENT PAVEMENT STRUCTURES,
INCLUDING THE HIGH ALBEDO CONCRETE
PAVEMENT. USE ADDITIONAL MEASURES AS
NECESSARY TO PROTECT THE NEW CONCRETE
SURFACES DURING AND POST INSTALLATION.
ROAD SIGN & STRIPING LEGEND:
SWL SOLID WHITE LINE
SYL SOLID YELLOW LINE
DSYL DOUBLE SOLID YELLOW LINE
18SB 18" STOP BAR
24SB 24" STOP BAR
(#)(C)ST (WIDTH)(COLOR) STRIPE
1 STOP SIGN R1-1 24" (36" WITHIN R/W)
2 DO NOT ENTER SIGN R5-1
3 SPEED LIMIT (25MPH) SIGN R2-1 18"x24"
4 NO PARKING SIGN R7-1
5 ONE WAY SIGN R6-2L
6 HDCP PARKING SIGN R7-8
6A HDCP PARKING SIGN W/
VAN ACCESSIBLE
7 BICYCLES & MOTORCYLES R8-19
8 CUSTOM SIGN R8-B 18"x24"
"COMMANDER PARKING SIGN ONLY"
NOTES:
1. SEE DETAIL C1/C-502 & SPECS FOR PAVEMENT
MARKING.
2. SEE DETAIL E6/C-502 FOR SIGN INSTALLATION
DETAIL.
R
E V
IS
IO
N
/2 5/
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
/1
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
R
E V
IS
E
D I N
A C
C O
R D
A N
C E
W
IT
H A
M E
N D
M E
N T
/2
S
P A
C E
S
XXXXXXXX
X
X
X
X
X
S
P A
C E
S
S
P A
C E
S
S
P C
S
S
P A
C E
S
S
P A
C E
S
S
P A
C E
S16 S
P A
C E
S
51 SPACES
S
P A
C E
S
S
P A
C E
S
S
P C
S
S
P C
S
18'18' 11'
18'
18'
24SB
DSYL
18SB
18SB 18SB 18SB 18SB 18SB 18SB
18SB
18SB
18SB
18SB
5'R
TY
P.
48 SPACES INCL. 8 HDCP.
110 LF - 6' HIGH
CHAIN LINK FENCE
TO MATCH EXISTING
6 6A66 6 6 6
7'
R
2' WIDE CONCRETE
CURB & GUTTER (TYP.)
45'R
30'R
2'R
5'T
YP.
11'
24' 18' 11'
13'
24' 11' 18' 24' 18' 18' 24' 18' 11'
18' 24'
WHEEL STOPS (TYP.)
SEE DET. A3/C-502
5'R
6'
0'
R
MATCH EXIST. EDGE
OF ASPHALT (TYP.)
5'
45'R
75'R
SEE DET. E1/C-502
(SIMILA…
This is the start of the file's text. The full file is on GovTribe.
File details come from the government source that posted it. Updated .