Outfall_X_Plans_RTA - 20200730_PART_1.pdf
PDF 47 MB Posted
- Solicitation number
- W912HN20B3011
About this file
This document provides details on a federal contract opportunity for repair work on an outfall stormwater system at Fort Gordon, Georgia. The solicitation was posted on July 31, 2020 under number W912HN20B3011 by the Department of the Army Corps of Engineers Engineering District Savannah. One specification file and two drawing files are included related to repairs for Outfall X. The bid opening date is September 1, 2020 at 2:00pm Eastern Time. The opportunity involves repair of the Outfall X stormwater system located at Fort Gordon, Georgia according to the specification and drawing files provided with the solicitation.
View the file
Other files
Show all 12
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
SD
SD
SD
SD
SDSD
SD
SD
SD
SD
SD SD SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD SD
SD
SD
SDSDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD SD
SD
SD
SD
SD
SD
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSANSAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
EE
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
EEEEEEEEEEEEEEE
EE
E
E E
E E
E E
E
EEEEEEEEEEEE
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EEEEEEEEEEEEEEEEE
E E
E E
E E
E
E
EE
E E
E E
E E
E E
E
E
E
E E
E E
E E
E
E
E
E E E E E E E E E E
E E E E
E
E
E E
E E
E E
EEE
E E
E E
EEEE
E E
E
EEEE
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E E
E E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E
E
E
E E E
E
E
E
E
E
E
E
E E
E E
E E
E
E
E E E E E E E
E E
E E
E E
E E
E E
EEEEEEEEEEEEEEEEEEEEEEEEEEE
E
E
E E
E E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E E E E E E E E E E E
E E E E E E E
E E
E E
E
EEE
EEEE
EEEEEEEEEEEEEEEEEE
E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E
E
E
EEEEEEEEEEEEEEEEEEEEEEEEEEE
E E
E E E
E
E
E
E
EEE
E E
E E
E
E E E E E E E E E E
E
E E
E E
E E
E E
EE
E E
E E
EEEEE
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E E
E E
E E E
E E E E E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E E
E E
E E
E
E E
E E
E E
E E
E
EEEEEE
E
E
E
E
E
E
E
SAN
SA
N
SAN SAN SAN SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SD SD SD SD SD SD SD
SD SD SD SD SD SD SD
SD
SD
SD
SD
SD
SAN
SAN
SAN
SAN
SAN
W
W
W
WW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W W
W
W
W
W
W W W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W W
W W
W W
W
W W
W W
W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WW W W
W W W W W W W WW
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W W
W
W W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W W
W W W W W W W
W W
W W
WWWWWWWWWW
W W W W W W
W W
W W
W
W W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W W W W W
W W W W W W W W W W W W W
W W
W W
W W
W
SAN
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SAN
SAN
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SA
N
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SANSANSANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
US Army Corps of Engineers ®
CDM FEDERAL PROGRAMS CORPORATION
FORT GORDON
STATE MAP
NOT TO SCALENOT TO SCALE
CITY MAP
NOT TO SCALE
FORT GORDON VICINITY MAP
TENNESSEE NORTH CAROLINA
SOUTH CAROLINA
AT
LA
NT
IC
O
CE
ANSAVANNAH
ALABAMA
FLORIDA
GEORGIA
PROJECT SITE
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
JU
LY
C
AT
EG
O
R Y
C O
D E:
FI
LE
N
AM
E:
D
S
IZ
E
W
2H N
-2 0-
B-
FO
R
T G
O R
D O
N , G
EO
R
G
IA
R
EP
AI
R
S
TO
O U
TF
AL
L X
AN
D
C O
N
TR
IB
U
TI
N
G S
TO
R
M S
EW
ER
N
ET
W O
R K
FY
P N
D E-
3- 8P
R
EA
D Y
FO
R
A D
VE
R
TI
SE
M
EN
T
C D
M F ed er al P ro gr am s
C or p.
F ai rv ie w
P ar k D riv e, Su ite
Fa lls
C hu rc h, V A
Te l:
(7
) 4
-8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
SOLICITATION NO.:
CONTRACT NO.:
ISSUE DATE:
SAVANNAH DISTRICT
JULY 2020
W912HN-20-B-3011
FORT GORDON, GEORGIA
REPAIRS TO OUTFALL X AND CONTRIBUTING STORM SEWER NETWORK
FY19 PN DE-04833-8P
BEGINNING OF STORM SEWER NETWORK ON BRAINARD AVE
LAT 33.418659 LONG -82.141749
END OF OUTFALL X STORMWATER CHANNEL
LAT 33.419566 LONG -82.129345
CONSTRUCTION ENTRANCE LOCATION
LAT 33.418412 LONG -82.133501
EROSION AND SEDIMENT CONTROL NOTES
PRIMARY PERMITTEE
DEPARTMENT OF THE ARMY ATTN:
JOHN RAMEY, DIRECTOR
FORT GORDON DIRECTORATE OF PUBLIC WORKS
JOHN.I.RAMEY2.CIV@MAIL.MIL
(706) 791-3225
24-HOUR LOCAL CONTACT
ENVIRONMENTAL BRANCH
515 15TH STREET BLDG. 14600
FORT GORDON, GA 30905
DELAINE SCOTT (706) 306-6909
SHANNON.D.SCOTT20.CIV@MAIL.MIL
PROJECT SITE
NOT TO SCALE
PROJECT SITE
XR
EF
s:
[2
3_ G
-B S0
1, F Y1
9P N
0- V-
SV
, F
Y1 9P
N
0-
C -S
PL
oD
1, F
Y1 9P
N
0-
C -S
PL
oC
1, F
G
EP
ST
PL
0, F G
SI
TE
-T
ES
T, D
KN
_G
EO
R
G
IA
_P E_
SE
AL
_C O
R
PS
, D w eb b-
G A
PE
, G
As ea l_
TA
V]
Im ag es
La st s av ed b y:
H O
PP
ER
R V
T im e:
/1 4/
0:
:2
PM
C :\p w _p l1 \h op pe rrv \d
8\
FY
PN
0-
G -0
.d w g
IN
IT
IA
L
IN
IT
IA
L
SU
BM
IT
TA
L
FO
R E
S&
PC
P
PE
R M
IT
R
EV
IE
W 7/
2/
FY
PN
0-
G -0
D .N
EA
M
TU
A.
M
AH
D
I
S.
ZE
IL
ER
R .H
O
PP
ER
C
O
VE
R S
H
EE
T
G-001TRANSPORTATION, EROSION AND
SEDIMENTATION CONTROL
CIVIL AND GEOTECHNICAL STRUCTURAL
DAVID WEBB LEVEL II
CERT #0000058040
ISSUE DATE: APRIL 2019
EXPIRES: APRIL 2021
R
EA
D Y
TO
A
D
VE
R
TI
SE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
AS ADVERTISED
GENERAL
SURVEY/MAPPING
INDEX OF DRAWINGS
CG502
CG503
CROSS SECTIONS STILLING BASIN 1 SPILLWAY SHEET 2
CROSS SECTIONS STILLING BASIN 1 SHEET 3
CROSS SECTIONS OUTFALL X CHANNELSHEET 4
CROSS SECTIONS STILLING BASIN 1 SPILLWAY SHEET 1CG301
CG146
CG302
CG303
CG104
CG103
C-501 C-502
GI102
C-503
CD101
CIVIL STANDARD DETAILS FLARED END SECTION
CIVIL STANDARD DETAILS DROP INLET
CIVIL STANDARD DETAILS CONCRETE HEADWALL
V-102
V-101 TOPOGRAPHIC SURVEY PLAN 1
TOPOGRAPHIC SURVEY PLAN 2
COVER SHEET
INDEX OF DRAWINGSGI001
G-001
GI003
GI002
SPILLWAY PLUNGE POOL GRADING DETAILS
PLAN AND SECTION FOREBAY AND LOW-HEAD DROPS GRADING DETAILS 4
OUTFALL X PLUNGE POOL GRADING DETAILS
CIVIL DEMOLITION PLAN 1
C-504 CIVIL STANDARD DETAILS PAVEMENT PATCHING
GENERAL LEGENDS AND ABBREVIATIONS
C-505 CIVIL STANDARD DETAILS PRECAST CATCH BASINS IN SAG
CE509
CE510
CE511
CE512
GENERAL NOTES
CE513
EROSION AND SEDIMENTATION CONTROL NOTES 1
EROSION AND SEDIMENTATION CONTROL DETAILS 1
EROSION AND SEDIMENTATION CONTROL DETAILS 2
EROSION AND SEDIMENTATION CONTROL DETAILS 3
EROSION AND SEDIMENTATION CONTROL DETAILS 7
EROSION AND SEDIMENTATION CONTROL DETAILS 9
EROSION AND SEDIMENTATION CONTROL DETAILS 8
EROSION AND SEDIMENTATION CONTROL DETAILS 10
EROSION AND SEDIMENTATION CONTROL DETAILS 11
EROSION AND SEDIMENTATION CONTROL DETAILS 4
EROSION AND SEDIMENTATION CONTROL DETAILS 5
EROSION AND SEDIMENTATION CONTROL DETAILS 6
CE506
CE507
CE508
EROSION AND SEDIMENTATION CONTROL NOTES 2
CE504
CE505
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
JU
LY
C
AT
EG
O
R Y
C O
D E:
FI
LE
N
AM
E:
D
S
IZ
E
W
2H N
-2 0-
B-
FO
R
T G
O R
D O
N , G
EO
R
G
IA
R
EP
AI
R
S
TO
O U
TF
AL
L X
AN
D
C O
N
TR
IB
U
TI
N
G S
TO
R
M S
EW
ER
N
ET
W O
R K
FY
P N
D E-
3- 8P
R
EA
D Y
FO
R
A D
VE
R
TI
SE
M
EN
T
C D
M F ed er al P ro gr am s
C or p.
F ai rv ie w
P ar k D riv e, Su ite
Fa lls
C hu rc h, V A
Te l:
(7
) 4
-8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
V-103 TOPOGRAPHIC SURVEY PLAN 3
V-104 TOPOGRAPHIC SURVEY PLAN 4
V-105 TOPOGRAPHIC SURVEY PLAN 5
V-106 TOPOGRAPHIC SURVEY PLAN 6
V-107 TOPOGRAPHIC SURVEY PLAN 7
V-108 TOPOGRAPHIC SURVEY PLAN 8
V-109 TOPOGRAPHIC SURVEY PLAN 9
V-110 TOPOGRAPHIC SURVEY PLAN 10
V-111 TOPOGRAPHIC SURVEY PLAN 11
PLAN AND PROFILE CENTRAL STORM SEWER LINE A STA 25+00 TO 29+00
PLAN AND PROFILE DETENTION BASIN DISCHARGE CHANNEL LINE A STA 10+00 TO 13+00
PLAN AND PROFILE DETENTION BASIN DISCHARGE CHANNEL LINE A STA 13+00 TO 17+00
PLAN AND PROFILE CENTRAL STORM SEWER LINE A STA 21+00 TO 25+00
PLAN AND PROFILE OUTFALL X IMPROVEMENTS LINE A STA 17+00 TO 21+00
PLAN AND PROFILE CENTRAL STORM SEWER LINE A STA 29+00 TO 33+00
PLAN AND PROFILE CENTRAL STORM SEWER LINE A STA 33+00 TO 37+00
PLAN AND PROFILE CENTRAL STORM SEWER LINE A STA 37+00 TO 40+40
PLAN AND PROFILE CENTRAL STORM SEWER LINE A STA 40+40 TO 45+00
PLAN AND PROFILE CENTRAL STORM SEWER LINE A STA 45+00 TO 49+50
PLAN AND PROFILE CENTRAL STORM SEWER LINE A STA 49+50 TO 54+20
PLAN AND PROFILE CENTRAL STORM SEWER LINE B STA 60+00 TO 64+00
PLAN AND PROFILE CENTRAL STORM SEWER LINE B STA 64+00 TO 68+00
PLAN AND PROFILE CENTRAL STORM SEWER LINE C STA 80+00 TO 84+00
PLAN AND PROFILE CENTRAL STORM SEWER LINE C STA 88+00 TO 91+00
PLAN AND PROFILE BARTON FIELD STORM SEWER LINE D STA 100+00 TO 104+00
PLAN AND PROFILE BARTON FIELD STORM SEWER LINE D STA 104+00 TO 108+00
PLAN AND PROFILE BARTON FIELD STORM SEWER LINE D STA 108+00 TO 112+00
PLAN AND PROFILE BARTON FIELD STORM SEWER LINE D STA 112+00 TO 116+00
PLAN AND PROFILE BARTON FIELD STORM SEWER LINE D STA 116+00 TO 120+00
PLAN AND PROFILE BARTON FIELD STORM SEWER LINE D STA 120+00 TO 124+00
NOT USED
PLAN AND PROFILE RICE RD. STORM SEWER LINES E2 AND E3
NOT USED
PLAN AND PROFILE LANE AVE. SEWER LINE E STA 141+00 TO 144+60
PLAN AND PROFILE BARTON FIELD STORM SEWER LINE F STA 150+00 TO 154+00
PLAN AND PROFILE BARTON FIELD STORM SEWER LINE F STA 154+00 TO 158+00
PLAN AND PROFILE BARTON FIELD STORM SEWER LINE F STA 158+00 TO 162+00
PLAN AND PROFILE RING HALL STORM SEWER LINE G STA 170+00 TO 174+00
PLAN AND PROFILE RING HALL STORM SEWER LINE G STA 174+00 TO 178+00
PLAN AND PROFILE RING HALL STORM SEWER LINE G STA 178+00 TO 180+00
TRAFFIC CONTROL PHASING NOTESGC002
TRAFFIC CONTROL DETOUR ROUTES FOR AVE. OF THE STATESGC101
TRAFFIC CONTROL DETOUR ROUTES FOR BRAINARD AVE.
GC102
TRAFFIC CONTROL DETOUR ROUTES FOR KILBOURNE ST. AND RING HALL LINE
GC103
TRAFFIC CONTROL DETOUR ROUTE FOR PROVOST AVE. AND 3RD AVE.
GC104
GENERAL TRAFFIC CONTROL
TRAFFIC CONTROL GENERAL NOTESGC001
STANDARDS PORTABLE WORK ZONE SIGNS MOUNT HEIGHT AND LATERAL CLEARANCE GC509
GC502
GDOT STANDARDS TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON TWO-LANE HIGHWAYGC503
GDOT STANDARDS TRAFFIC CONTROL DETAIL FOR LANE CLOSURE ON MULTI-LANE UNDIVIDED HIGHWAYGC504
GDOT STANDARDS TRAFFIC CONTROL PEDESTRIAN ACCESSIBILITY I GC505
GDOT STANDARDS TRAFFIC CONTROL PEDESTRIAN ACCESSIBILITY II GC506
GDOT STANDARDS TRAFFIC CONTROL PEDESTRIAN ACCESSIBILITY III GC507
SPECIAL SIGN DESIGNS IGC501
C-506 CIVIL STANDARD DETAILS PRECAST MANHOLE
CG105
CG106
CROSS SECTIONS LOCATION PLAN
CG142
CG107
CG108
CG109
CG110
CG111
CG112
CG113
CG114
CG115
CG116
CG117
CG118
CG120
CG121
CG122
CG123
CG124
CG125
CG127
CG128
CG129
CG130
CG131
CG132
CG133
CG134
CG135
CG504 GRADING DETAILS
CE503
CE502
CE501
L-101
LANDSCAPING
L-102
CE104
CE103
EROSION AND SEDIMENTATION CONTROL FINAL PHASE PLAN
EROSION AND SEDIMENTATION CONTROL INTERMEDIATE PHASE PLAN
CD103 CIVIL DEMOLITION PLAN 3
CD102 CIVIL DEMOLITION PLAN 2
CD105 CIVIL DEMOLITION PLAN 5
CD106 CIVIL DEMOLITION PLAN 6
CD107 CIVIL DEMOLITION PLAN 7
STANDARDS DRUMSGC510
PLANTING PLAN AND SITE RESTORATION 1
PLANTING PLAN AND SITE RESTORATION 2
L-103
CG145
LATERAL PLAN AND PROFILES CENTRAL STORM SEWER LINE ACG136
CG137
CG138
CG139
CG140
LATERAL PLAN AND PROFILE CENTRAL STORM SEWER LINE D7
CD104 CIVIL DEMOLITION PLAN 4
CD108 CIVIL DEMOLITION PLAN 8
DEMOLITION
GI101
GEOTECHNICAL
B-101
B-301 GEOTECHNICAL SUBSURFACE PROFILES
GEOTECHNICAL SOIL BORING LOCATIONS PLAN
GEOTECHNICAL SOIL BORING LOGS 1
GEOTECHNICAL SOIL BORING LOGS 2
GEOTECHNICAL SOIL BORING LOGS 3
GEOTECHNICAL SOIL BORING LOGS 4
GEOTECHNICAL SOIL BORING LOGS 5
B-501 B-502 B-503 B-504 B-505
GEOTECHNICAL SOIL BORING LOGS 6B-506
GEOTECHNICAL SOIL BORING LOGS 7B-507
B-302 GEOTECHNICAL SUBSURFACE PROFILES
B-303 GEOTECHNICAL SUBSURFACE PROFILES
HORIZONTAL AND ALIGNMENT CONTROL PLAN I
OVERALL SITE PLAN
CIVIL
CG102 GRADING PLAN 2
CG101 GRADING PLAN 1
CG001 OVERALL GRADING PLAN
PLAN AND PROFILE AUXILLARY SPILLWAY CHANNEL STA 1+00 TO 6+40
PROFILE STORM SEWER LATERALS LINE A
PROFILE STORM SEWER LATERALS LINE C
PROFILE STORM SEWER LATERALS LINE D
CG505 ARTICULATED BLOCK LINING
CE105 BARTON FIELD LINE PLAN AND SECTION
CE106 CENTRAL LINE GRADING DETAILS
CT502
CT104
CT103
CT102
TRANSPORTATION PAVEMENT MARKING PLANS FOR BRAINARD AVE. AND PROVOST AVE.
GDOT STANDARDS PAVEMENT MARKING - ARROWS
TRANSPORTATION PAVEMENT MARKING PLANS FOR BRAINARD AVE.
TRANSPORTATION PAVEMENT MARKING PLANS FOR RICE RD.
CT101 TRANSPORTATION PAVEMENT MARKING PLANS FOR AVE. OF THE STATES AND BRAINARD AVE.
CE102
CE101
EROSION AND SEDIMENTATION CONTROL INITIAL PHASE PLAN
EROSION AND SEDIMENTATION CONTROL PRELIMINARY PHASE PLAN
CE001 EROSION AND SEDIMENTATION CONTROL NOTES AND LEGEND
GI103
S-001 STRUCTURAL GENERAL NOTES AND ABBREVIATIONS
STRUCTURAL
S-101 IMPACT BASINS PLAN AND SECTION
STANDARD STRUCTURAL DETAILS 1
STANDARD STRUCTURAL DETAILS 2
INFLUENT STRUCTURE PLAN AND SECTION
S-502
S-102
PIPE SUPPORT PILES AND PIPE COLLAR PLANS, SECTIONS, AND DETAILSS-103
PLANTING PLAN AND SITE RESTORATION 3
L-104 PLANTING PLAN AND SITE RESTORATION 4
L-105 PLANTING PLAN AND SITE RESTORATION 5
L-106 PLANTING PLAN AND SITE RESTORATION 6
L-107 PLANTING PLAN AND SITE RESTORATION 7
L-108 PLANTING PLAN AND SITE RESTORATION 8
XR
EF
s:
[2
3_ G
-B S0
1, D
KN
_G
EO
R G
IA
_P
E_
SE
AL
_C
O R
PS
, D w eb b- G
A
PE
Im ag es
La st s av ed b y:
H
O
PP
ER
R
V T im e:
/2
7/
:2 1:
A
M C
:\p w
_p l1
\h op pe rrv
\d
8\
FY
PN
0- G
I0
.d w g
CIVIL TRANSPORTATION
EROSION AND SEDIMENT CONTROL
CIVIL (CONTINUED)
C-507 CIVIL STANDARD DETAILS PRECAST CATCH BASIN ON GRADE
C-508 CIVIL STANDARD DETAILS CURB AND GUTTER
C-509 NOT USED
C-510 CIVIL STANDARD DETAILS STANDARD CONCRETE SAFETY END SECTION
C-511
C-512 CIVIL STANDARD DETAILS UTILITY CONFLICT PIPES THRU STORM DRAIN STRUCTURES
CE107 RING HALL GRADING DETAILS
SHEET TITLESHEET ID
CE108 EROSION AND SEDIMENTATION CONTROL STORM NETWORK ALIGNMENTS A THROUGH E
CE109 EROSION AND SEDIMENTATION CONTROL STORM NETWORK ALIGNMENTS A, D AND G
CE110 EROSION AND SEDIMENTATION CONTROL STORM NETWORK ALIGNMENTS A, B AND C
CG501
SHEET TITLESHEET ID
CG701 PIPE AND STRUCTURE DATA TABLES A, B, AND C
CG702 PIPE AND STRUCTURE DATA TABLES D, E, F, G, AND H
SHEET TITLESHEET ID
INDEX OF DRAWINGS (CONTINUED)
IN
IT
IA
L
IN
IT
IA
L
SU
BM
IT
TA
L
ES
AN
D
PC
P
PL
AN
F O
R R
EV
IE
W 7/
2/
FY
PN
0- G
I0
D . N
EA
M
TU
K.
R
EE
SE
S.
Z
EI
LE
R
R . H
O
PP
ER
IN
D
EX
O F
D R
AW
IN
G S
GI001
INDEX OF DRAWINGS (CONTINUED)
GI104
HORIZONTAL AND ALIGNMENT DATA TABLES IGI105
HORIZONTAL AND ALIGNMENT DATA TABLES II
TRAFFIC CONTROL DETOUR ROUTES FOR RICE RD.
GC105
STANDARDS CONES GC511
STANDARDS BARRICADES
DAVID WEBB LEVEL II
CERT #0000058040
ISSUE DATE: APRIL 2019
EXPIRES: APRIL 2021
TRAFFIC CONTROL DETOUR ROUTE FOR HERITAGE PARK LN.GC106
CT501 GDOT STANDARDS PAVEMENT MARKING PLACEMENT NON-LIMITED ACCESS ROAD
S-301 DROP WALL SECTION
S-501
GC508
CIVIL STANDARD DETAILS CATCH BASIN WITH HOOD - TYPE A
AND EXISTING WATER MAIN CROSSING
SPECIAL SIGN DESIGNS II
CG002 PLAN AND PROFILE KEY PLAN
PLAN AND PROFILE CENTRAL STORM SEWER LINE C STA 92+00 TO 95+50
CG119
CG126
PROFILE STORM SEWER LATERALS LINE DCG143
CG144 PROFILE STORM SEWER LATERALS LINE G
CG304
HORIZONTAL AND ALIGNMENT CONTROL PLAN II
HORIZONTAL AND ALIGNMENT CONTROL PLAN III
GI106
PLAN AND PROFILE BARTON FIELD STORM SEWER LINE F2 STA 1+00 TO 3+50
GI004 UTILITY CONFLICTS TABLE
GC512
STANDARDS TEMPORARY SHOULDER CLOSURES
CG141
PLAN AND PROFILE CENTRAL STORM SEWER LINE H STA 10+00 TO 14+00
PLAN AND PROFILE CENTRAL STORM SEWER LINE H STA 14+00 TO 18+00
R
EA
D Y
TO
A
D
VE
R
TI
SE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D
AT
FY
PN
0- G
I0
R . H
O
PP
ER
A.
M
AH
D
I
S.
Z
EI
LE
R
D . N
EA
M
TU
G
EN
ER
AL
L
EG
EN
D S
AN
D
A
BB
R
EV
IA
TI
O N
S
GI002
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
JU
LY
C
AT
EG
O
R Y
C O
D E:
FI
LE
N
AM
E:
D
S
IZ
E
W
2H N
-2 0-
B-
FO
R
T G
O R
D O
N , G
EO
R
G
IA
R
EP
AI
R
S
TO
O U
TF
AL
L X
AN
D
C O
N
TR
IB
U
TI
N
G S
TO
R
M S
EW
ER
N
ET
W O
R K
FY
P N
D E-
3- 8P
R
EA
D Y
FO
R
A D
VE
R
TI
SE
M
EN
T
C D
M F ed er al P ro gr am s
C or p.
F ai rv ie w
P ar k D riv e, Su ite
Fa lls
C hu rc h, V A
Te l:
(7
) 4
-8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
THICK(NESS)
GND
MATERIAL INDICATIONS
EARTH (ORIGINAL GRADE)
EARTH (COMPACTED FILL)
GRAVEL
GRAVEL AGGREGATE DRIVE
ABBREVIATIONS
TBD TO BE DETERMINED
EG EXISTING GRADE
NGS NATIONAL GEODETIC SURVEY
POB POINT OF BEGINNING
STA STATION
POE
PROJ
POINT OF ENDING
L ANGLE
AB ANCHOR BOLT
ABV ABOVE
ACI AMERICAN CONCRETE INSTITUTE
ADDM ADDENDUM
ADJ ADJACENT, ADJOINING, ADJUSTABLE
AGGR AGGREGATE
AHR ANCHOR
AI AREA INLET
ALT ALTERNATE
ALUM ALUMINUM
ANSI AMERICAN NATIONAL STANDARDS INSTITUTE
APPD APPROVED
APPROX APPROXIMATE
ASPH
AVENUE
AVG AVERAGE
BDRY BOUNDARY
BITUM BITUMINOUS
BLW BELOW
BM BENCHMARK
BO BOTTOM OF
BOT BOTTOM
BS BOTH SIDES
BTWN BETWEEN
BW BOTH WAYS
CAP CAPACITY
CB CATCH BASIN
CE COVER ELEVATION
CEM CEMENT
CHK CHECK
CI CAST IRON
CIP CAST-IN-PLACE
CIRC CIRCULAR
CJ CONTROL JOINT
CJ CONSTRUCTION JOINT
CL CENTER LINE
CLR CLEAR(ANCE)
CMP CORRUGATED METAL PIPE
COL COLUMN
CONC CONCRETE
CONN CONNECT
CONSTR CONSTRUCTION
CONT CONTINUE
CONTR CONTRACTOR
COV COVER
CRCMF CIRCUMFERENCE
C TO C CENTER TO CENTER
CTR CENTER
CU FT CUBIC FEET
CU YD CUBIC YARDS
DAT DATUM
DBL DOUBLE
DEG DEGREE
DEMO DEMOLITION
DEPR DEPRESSION
DEPT DEPARTMENT
DET DETAIL
DIA
DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DN DOWN
DR DRAIN
DWG DRAWING
E EAST
EA EACH
EF EACH FACE
EL ELEVATION - GRADE
EMER EMERGENCY
EQ EQUAL
EXST EXISTING
EXP EXPANSION
EXP EXPOSED
EXP BT EXPANSION BOLT
FDTN FOUNDATION
FIN FINISH
FN FENCE
FOC FACE OF CONCRETE
FOF FACE OF FINISH
THK
TO TOP OF
TOPO TOPOGRAPHY
TOS TOP OF SLAB
TOW TOP OF WALL
TRANS TRANSVERSE
TYP TYPICAL
UTIL UTILITY
VC VITRIFIED CLAY
VERT VERTICAL
VOL VOLUME
W WEST
W/ WITH
W/O WITHOUT
WTH WIDTH
YD YARD
PSF POUNDS PER SQUARE FOOT
PV PAVED
PVG PAVING
QTY QUANTITY
R RADIUS
RCP REINFORCED CONCRETE PIPE
REF REFERENCE
REINF REINFORCE
REM REMOVE(ABLE)
REQD REQUIRED
REV REVISION
RND ROUND
ROW RIGHT OF WAY
RVS REVERSE
S SOUTH
SCHED SCHEDULE
SD STORM DRAIN
SECT SECTION
SEQ SEQUENCE
SHLDR SHOULDER
SHT SHEET
SIM SIMILAR
SPCL SPECIAL
SQ SQUARE
SST STAINLESS STEEL
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
TAN TANGENT
TEMP TEMPORARY
N NORTH
NAT NATURAL
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
N’’REQD NOT REQUIRED
NTS NOT TO SCALE
OBSC OBSCURE
OC ON CENTER
OCEW ON CENTER EACH WAY
OD OUTSIDE DIAMETER
OH OVERHEAD
OPNG OPENING
OPP OPPOSITE
PAR PARALLEL
PCC PRECAST CONCRETE
PCF POUNDS PER CUBIC FOOT
PD PAVEMENT DRAIN
PERIM PERIMETER
PI POINT OF INTERSECTION
PL PROPERTY LINE
PROJECT
PS PIPE SPACE
FT FEET
FTG FOOTING
GAL GALLON(S)
GALV GALVANIZED
GALV STL GALVANIZED STEEL
GC GENERAL CONTRACTOR
GDOT
GEORGIA DEPTARTMENT OF TRANSPORTATION
GROUND
GOVT GOVERNMENT
GR LN GRADE LINE
GT GROUT
HPT HIGH POINT
HS HIGH STRENGTH
IN INCH
INTM INTERMEDIATE
INV INVERT
LD LOAD
LG LENGTH
LMST LIMESTONE
EJ EXPANSION JOINT
#57 STONE BEDDING
NOTES
1. THESE LEGENDS ARE COMPOSED OF STANDARD SYMBOLS AND ARE PERTINENT
TO THE CONDITIONS ON THIS SET OF DRAWINGS TO THE EXTENT APPLICABLE.
2. ADDITIONAL LEGENDS AND/OR ANOTHER LEGEND SHEET MAY APPEAR IN THIS
SET OF DRAWINGS TO INDICATE SPECIFIC CONDITIONS IN LIEU OF SYMBOLS
SHOWN ON THIS SHEET.
ARTICULATED CONCRETE BLOCK
ECB EROSION CONTROL BLANKET
CC CENTER OF CURVE
PC POINT OF CURVATURE
PT POINT, POINT OF TANGENT
5:1 5' HORIZONTAL : 1' VERTICAL
GENERAL SYMBOLOGY
NEW / EXISTING SYMBOLOGY
GEOTECHNICAL SYMBOLOGY
SECTION SYMBOLS
SYMBOL WHERE SECTION IS TAKEN
SECTION
IDENTIFICATION
NUMBER
SECTION ARROW
PLATE
REFERENCE
NUMBER
DP301
DP301
DP301
A
B
C
D
DETAIL CALLOUT
CG502
B2
SILT FENCE
UTILITY POLE
GRADELINE - MAJOR
PROJECT BASELINE
GRADELINE - MINOR
LIMITS OF DISTURBANCE/CONSTRUCTION LIMITS
SELECT OR COMMON FILL
REINFORCED CONCRETE SECTION
CONCRETE ROAD, DRIVEWAY OR
SIDEWALK
GRANULAR FILL OR GRAVEL ROAD
RIPRAP
BORING LOCATION AND NUMBER
BENCHMARK
COORDINATE LOCATION
POWER POLE
EXISTING POWER LINE
EXISTING TREE LINE
EXISTING MH STRUCTURED
SAN SAN
EXST-GRADELINE - MAJOR
EXST-GRADELINE - MINOR
CB INLET STRUCTURE
EXISTING PROPOSED
GENERAL LEGEND
NEW WORK
LINE WORK FOR EXISTING
ITEMS IS SHOWN IN A
CONTINUOUS LIGHT LINE
OR SCREENED
CALL OUTS FOR NEW
WORK IS VERTICAL
LETTERING
FUTURE LINE
WORK IS SHOWN IN
A PHANTOM LINE
CALL OUTS FOR EXISTING
& FUTURE WORK IS
SLANTED LETTERING
EXISTING
WET WELL
FUTURE
EXPANSION
NORTH
PLAN
W W W
SD SD
COMM COMM
G G
EXISTING WATER LINE
EXISTING SANITARY SEWER LINE
EXISTING STORM DRAIN LINE
EXISTING COMMUNICATIONS LINE
EXISTING GAS LINE
EXISTING FIRE HYDRANT
EXISTING WATER VALVE
EXISTING WATER MH
EXISTING GRATE INLET
EXISTING UTILITY MH
EXISTING COMMUNICATION MH
EXISTING COMMUNICATION JUNCTION BOX
EXISTING ROAD SIGN
EXISTING POWER POLE
EXISTING POWER GUY
EXISTING LIGHT POLE
CFS CUBIC FEET PER SECOND
IN
IT
IA
L
IN
IT
IA
L
SU
BM
IT
TA
L
ES
&P C
P
PL
AN
F
O R
R
EV
IE
W
6/
/2
SAN SANITARY SEWER
IE INVERT ELEVATION
CNA CANNOT ACCESS (CONCRETE TOP)
ELEC ELECTRIC W WITNESS POST
COMM COMMUNICATION
ES&PCP EROSION SEDIMENTATION & POLLUTION CONTROL PLAN
SSWR SANITARY SEWER
NORTH ARROW
XR
EF
s:
[2
3_ G
-B S0
1, D
KN
_G
EO
R G
IA
_P
E_
SE
AL
_C
O R
PS
Im ag es
La st s av ed b y:
Z
EI
LE
R
BS
T im e:
/1
5/
2:
:3
AM
pw cd m sm ith -a z0 2-pw .b en tle y.
co m :P
W _P
L1 \1
9\
\0
D es ig n
Se rv ic es
N M
_3 0%
\0
G en er al
\1
C
AD
D \F
Y1 9P
N
0-
G I0
.d w g
REMOVE TREE
CLEARING
PAVEMENT DEMOLITION/REMOVAL
DEMOLISH PIPING/STORM SEWER STRUCTURES
NATIVE STEEP SLOPE SEED MIX
TURF GRASS SEED MIX
PCCP PRESTRESSED CONCRETE CYLINDER PIPE
FT/S FEET PER SECOND
PAVEMENT REPLACEMENT
MAX MAXIMUM
MH MANHOLE
MTL METAL
L/P LIGHT POLE
GEN GENERAL
B BORING
GPS GLOBAL POSITIONING SYSTEM
CPP CORRUGATED PLASTIC PIPE
DIA
DUCTILE IRON
USBR US BUREAU OF RECLAMATION
ASPHALT
AVE
RD ROAD
ST STREET
SP POORLY GRADED SAND
SC CLAYEY SAND
SP-SC POORLY GRADED SAND WITH CLAY
SM SILTY SAND
SP-SM POORLY GRADED SAND WITH SILT
ML LOW PLASTICITY SILT
MH HIGH PLASTICITY SILT
CONCRETE
ACB ARTICULATING CONCRETE BLOCK
R
EA
D Y
TO
A
D
VE
R
TI
SE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D
AT
PN
0-
G
3.
dg n
GI003
G
EN
ER
AL
N O
TE
S
S.
Z
EI
LE
R
OVERALL GENERAL NOTES
CONSTRUCTION CONSTRAINTS
UTILITY COORDINATION
1. TYPE OF SURVEY: TOPOGRAPHIC. NO PROPERTY BOUNDARY NOR RIGHT OF WAY NOR
ENVIRONMENTAL SURVEYS WERE PERFORMED. SUBSURFACE UTILITIES WERE LOCATED AS MARKED
BY OTHERS. STORM DRAINAGE AND SANITARY SEWER STRUCTURES WERE LOCATED BY FIELD
SURVEYS AND RECORDS AS SHOWN.
2. HORIZONTAL DATUM AND BEARING BASIS: NAD 83, GEORGIA EAST, STATE PLANE COORDINATE
SYSTEM, US SURVEY FEET.
3. NGS HORIZONTAL MONUMENT UTILIZED: MONUMENT “BV 121 219 AZ MARK” WAS OCCUPIED WITH A TRIMBLE R7 WITH A GEODDETIC ANTENA ON A 2 METER FIXED TRIPOD FOR A TWO-HOUR SESSION COLLECTING DATA ON THE SOUTH CAROLINA VRS NETWORK TO VERIY THE ACCURACY OF THE SC
VRS NETWORK VERSE THE POSTED MONUMENT COORDINATES. PROJECT CONTROL POINTS GPS1
THRU GPS7 WERE THEN SET THROUGH OUT THE PROJECT SITE USING A TRIMBLE R7 AND R8 RUNNING
TWO SEPARATE TEN MINUTE SESSIONS ON EACH POINT. TRAVERSES WERE THEN RUN BETWEEN
THESE PRIMARY CONTROL POINTS TO VERIFY CLOSURES OF 1 IN 10,000 OR BETTER ACCURACY.
4. VERTICAL DATUM: NAVD 88.
5. NGS MONUMENT “A 306” WAS OCCUPIED WITH A R8 TRIMBLE RECEIVER FOR TEN MINUTE SESSION
RESULTING IN AN ELEVATION OF 300.95' VERSUS THE POSTED ELEVEATION OF 301.03'.
PROJECT CONTROL POINT “GPS 1” WAS OCCUPIED WITH A TRIMBLE R7 WITH A GEODETIC ANTENA FOR TWO SEPARATE DAYS TEN MINUTE SESSION RESULTING IN AN ELEVEATION OF 457.84'. THIS IS THE BASIS OF THE PROJECT VERTICAL CONTROL. PRECISE TRIG LEVELS WERE THEN RUN THRU THE GPS1
AND GPS7 TO ESTABLISH ELEVATIONS ON THE PROJECT CONTROL POINTS.
6. FIELD DATES: NOVEMBER 4, 2019 - JUNE 19, 2020.
7. COORDINATES ARE GEORGIA EAST STATE PLANE GRID USING A COMBINED SCALE FACTOR OF 0.99988231.
8. THIS PROPERTY MAY BE SUBJECT TO COUNTY AND CITY REGULATIONS IN REGARDS TO SETBACKS, EASEMENTS AND BUILDING CODES.
9. THIS SURVEY WAS COMPLETED WITHOUT THE BENEFIT OF A TITLE SEARCH.
10. THIS DRAWING DOES NOT REFLECT ANY TITLE OR EASEMENT RESEARCH BY JOHN L. HUDSON, R.L.S., GEORGIA LICENSE NO. 2882, 1441 MAIN STREET, COLUMBIA, SOUTH CAROLINA, (803) 758-4500 OTHER
THAN WHAT IS VISIBLE ON THE GROUND OR PROVIDED BY THE CLIENT'S CONVEYANCE.
11. EQUIPMENT USED IN SURVEY: TRIMBLE R7 BASE UNIT WITH A TRIMBLE R8 ROVER GPS RECEIVER;
TRIMBLE M3 1" TOTAL STATION.
12. THIS SURVEY WAS PERFORMED BY GPS RTK AND CONVENTIONAL SURVEY METHODS.
GENERAL SURVEY NOTES
1. THE CONTRACTOR IS RESPONSIBLE FOR ALL POINTS OF CONTACT AND CONFIRMING
LOCATIONS FOR ALL UTILITIES. THE CONTRACTOR SHALL COORDINATE THE WORK OF THE
UTILITY COMPANIES.
2. THE CONTRACTOR SHALL CONTACT THE UTILITIES PROTECTION INC. "CALL BEFORE YOU DIG" SERVICE, GEORGIA (811) IN ORDER TO LOCATE UTILITIES PRIOR TO STARTING ANY EXCAVATION
OR CONSTRUCTION. THE LOCATIONS OF UNDERGROUND UTILITIES ARE APPROXIMATE AS
DETERMINED FROM EXISTING RECORDS. CONTRACTOR TO CONFIRM THE HORIZONTAL AND
VERTICAL LOCATION OF ALL EXISTING COMMUNICATIONS, ELECTRIC, GAS, WATER, IRRIGATION, AND SANITARY SEWER UTILITIES PRIOR TO CONSTRUCTION.
3. PRIOR TO CONSTRUCTION OF STORM SEWER REPLACEMENTS, A MEETING SHALL BE
CONDUCTED WITH ALL PRIVATE UTILITIES AND FORT GORDON DPW, DPS, AND NEC TO
COORDINATE AND COMMUNICATE THE SCHEDULE FOR CONSTRUCTION.
4. RELOCATION OF THE NATURAL GAS LINE EXPOSED IN THE OPEN CHANNEL AT RING HALL WILL
BE PERFORMED BY AGL PRIOR TO CONSTRUCTION IN THIS AREA. THE 2” NATURAL GAS LINE
WILL BE RELOCATED ALONG TO A ROUTE ALONG THE EAST SIDE OF BRAINARD AVE. THIS
RELOCATED LINE WILL BE EXPOSED AT TWO STORM SEWER CROSSINGS. MEASURES TO
SUPPORT AND PROTECT EXISTING EXPOSED PLASTIC GAS LINES WILL BE IMPLEMENTED BY
THE CONTRACTOR WITH DIRECTION PROVIDED BY AGL.
5. CONTRACTOR SHALL COORDINATE WITH PRIVATE UTILITY COMPANIES AT LEAST 14-DAYS IN
ADVANCE OF WORKING IN AN AREA WITH POTENTIAL CONFLICTS OR AERIAL EXPOSURE OF
LINES ASSOCIATED WITH STORM PIPE REPLACEMENTS TO SUPPORT AND PROTECT EXISTING
GAS, COMMUNICATIONS, IRRIGATION, AND OTHER UTILITIES.
6. EXISTING UTILITIES WILL REMAIN IN PLACE AND IN SERVICE DURING CONSTRUCTION UNLESS
NOT FEASIBLE. COSTS FOR TEMPORARY REMOVAL OR REPLACEMENT (TO BE CONDUCTED BY
TE PRIVATE UTILITY OWNER) WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. EXCAVATION IN LOCALIZED AREAS WHERE UTILITIES ARE KNOWN TO EXIST SHALL BE BY METHODS THAT DO
NOT CAUSE DAMAGE TO EXISTING UTILITIES.
7. TRENCHES SHALL BE LIMITED TO 25' WIDE TO LIMIT LENGTH OF CROSSING UTILITIES EXPOSED.
8. EXPOSURE OF UTILITIES IN PARALLEL WITH STORM SEWER REPLACEMENTS SHALL BE LIMITED
TO PREVENT DAMAGE TO EXISTING UTILITIES.
9. EXPOSED UTILITIES SHALL BE SUPPORTED AND PROTECTED TO AVOID DAMAGE DURING
CONSTRUCTION PER DIRECTION FROM THE PRIVATE UTILITY COMPANIES.
10. WATER LINES IN THE PROJECT AREA HAVE LEADED JOINTS AND SANITARY SEWER PIPES ARE
MOSTLY MADE OF VITRIFIED CLAY PIPE. AS SUCH, THE WATER AND SANITARY SEWER PIPES
ENCOUNTERED ARE EXPECTED TO BE BRITTLE AND CANNOT BE UNSUPPORTED FOR ANY
LENGTH OR DISTURBED BY PRESSURES FROM NEARBY EXCAVATIONS. THE UTILITY CONFLICTS
TABLE LISTS WATER AND SEWER CROSSINGS TO BE REPLACED, OFFSET, OR OTHERWISE
ADDRESSED PRIOR TO OR DURING EXCAVATION OF STORM SEWER REPLACEMENT TRENCHES.
AUD HAS EVALUATED THESE CROSSINGS AND IS PREPARED TO PERFORM THE WORK UNDER
CONTRACT WITH THE PRIME CONTRACTOR.
11. THE CONTRACTOR SHALL COORDINATE THE WORK OF THE UTILITY COMPANIES.
12. THE AUD ENGINEERING DIVISION SHALL BE NOTIFIED AT LEAST 48 HOURS (TWO WORKING DAYS) IN ADVANCE DURING REGULAR WORKING HOURS (8:30 AM TO 5:00 PM, MONDAY-FRIDAY, EXCLUDING AUGUSTA, GEORGIA HOLIDAYS) PRIOR TO ANY CONSTRUCTION EXPOSING WATER
OR WASTEWATER LINES. NO WORK SHALL PROCEED TO EXCAVATE BENEATH WATER OR
SANITARY SEWER LINES UNTIL CONTACT IS MADE WITH AN AUD REPRESENTATIVE. CONTACT
THE AUGUSTA UTILITIES CONSTRUCTION MANAGER AT (706-312-4141) OR THE AUD CONTACT
LISTED BELOW.
13. THE CONTRACTOR IS RESPONSIBLE FOR PAVEMENT PATCHING AND/OR REPLACEMENT AND
SITE RESTORATION ASSOCIATED WITH REQUIRED WATER AND SANITARY SEWER LINE REPAIR
OR REPLACEMENT WORK.
1. CONTRACTOR TO MAINTAIN INTEGRITY OF EXISTING FACILITIES DURING CONSTRUCTION.
2. REPLACEMENT OF STORM SEWER NETWORK PIPES SHALL BE CONDUCTED ONLY AFTER
OUTFALL X AREA STABILIZATION AND DETENTION BASIN EXPANSION COMPLETED
PROGRESSING FROM DOWNSTREAM TO UPSTREAM ON EACH LINE.
3. TRAFFIC MAINTENANCE PLAN TO BE FOLLOWED ON GC001-GC511 SHEETS. A SCHEDULE
FOR ROAD CLOSURES SHALL BE APPROVED BY FORT GORDON AT LEAST TWO WEEKS IN
ADVANCE OF WORK IN ANY ROADWAY. EXCEPTIONS TO TMP MUST BE APPROVED BY COR.
R . H
O
PP
ER
K.
R
EE
SE
1. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF ALL EXISTING UTILITIES,
STRUCTURES, SUBSTRUCTURES, PROPERTY LINES, SUBSURFACE SOIL OR ROCK
CONDITIONS, AND OTHER FEATURES ARE APPROXIMATE BASED ON AVAILABLE
INFORMATION AND ARE NOT GUARANTEED AS TO ACCURACY, NOR IS IT
WARRANTED THAT ALL POTENTIAL CONFLICTS ARE SHOWN. ALL EXISTING
UTILITIES ARE SHOWN FOR INFORMATION ONLY. PRIOR TO CONSTRUCTION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD LOCATING ALL UTILITIES AND
AGREE TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT
OCCUR BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE
ANY AND ALL EXISTING UTILITIES, STRUCTURES, AND OTHER FEATURES
AFFECTING HIS/HER WORK. EXISTING ITEMS SHOWN IN PROFILE ARE
APPROXIMATE ELEVATIONS ONLY. ALL OVERHEAD ELECTRICAL AND TELEPHONE
CABLES AND POLES ARE NOT WARRANTED TO BE SHOWN.
2. REPORT FINDINGS OF FIELD LOCATING OF EXISTING UTILITIES AND STRUCTURES
TO THE CONTRACTING OFFICER PRIOR TO CONSTRUCTION. IT IS THE INTENT TO
SHOW , EXISTING UTILITIES AND UNDERGROUND STRUCTURES ON THE PLANS.
HOWEVER, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SATISFY
HIMSELF/HERSELF THAT ALL EXISTING UTILITIES AND OTHER ITEMS, SHOWN ON
THESE DRAWINGS OR NOT, HAVE BEEN PROPERLY LOCATED.
3. IF ANY UTILITY OR STRUCTURE REQUIRES RELOCATION, THE CONTRACTOR
SHALL NOTIFY THE CONTRACTING OFFICER OF THE ITEM WELL IN ADVANCE OF
APPROACH TO THE ITEM AND SHALL BE RESPONSIBLE FOR MAKING ALL
ARRANGEMENTS WITH THE CONTRACTING OFFICER FOR RELOCATION OF THE
ITEM.
4. THE CONTRACTOR SHALL NOTIFY GEORGIA 811- CALL AT LEAST THREE WORKING
DAYS IN ADVANCE OF EXCAVATION AND SHALL FOLLOW ALL REQUIREMENTS OF
EACH UTILITY WHEN AROUND THEIR FACILITIES.
5. EXCAVATIONS OR TRENCHING WITHIN CLOSE PROXIMITY TO UNDERGROUND
STRUCTURES, UTILITIES, OR UTILITY POLES SHALL BE PROTECTED TO PREVENT
DAMAGE OR INTERRUPTION TO SERVICE.
6. SLANTED AND SCREENED TEXT DENOTES INFORMATION TAKEN FROM OR
CALCULATED FROM AS-BUILT SOURCES THAT HAVE NOT BEEN FIELD VERIFIED.
THESE DRAWINGS ARE AVAILABLE FOR REVIEW BY CONTRACTOR AT THE
CONTRACTING OFFICER'S AND VARIOUS UTILITY COMPANY'S CONVENIENCE.
UNLESS OTHERWISE NOTED, ALL INFORMATION OBTAINED FROM AS-BUILT
SOURCES HAS NOT BEEN FIELD VERIFIED.
7. THE CONTRACTOR IS RESPONSIBLE FOR ALL PROJECT SAFETY INCLUDING, BUT
NOT LIMITED TO, TRENCH EXCAVATION AND SHORING, TRAFFIC CONTROL AND
SECURITY. TEMPORARY SAFETY FENCING SHALL BE INSTALLED SURROUNDING
ACTIVE CONSTRUCTION AREA(S) PER SPECIFICATIONS SECTION 01 50 00.
TRAFFIC CONTROL PLANS ARE ON GC SHEETS.
8. THE CONTRACTOR SHALL REPAIR PAVEMENTS CUT OR DAMAGED DURING
CONSTRUCTION PER DETAILS AND SPECIFICATIONS AND REPLACE ALL
MARKINGS PRIOR TO SUBSTANTIAL COMPLETION.
9. THE CONTRACTOR SHALL GRADE, SEED, AND FERTILIZE ALL DISTURBED
VEGETATION AREAS AS DESCRIBED IN THE PLANS AND SPECIFICATIONS.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STORMWATER, SEDIMENT, AND
EROSION CONTROL DURING ALL PHASES OF CONSTRUCTION AND SHALL BE
RESPONSIBLE FOR MAINTAINING ALL ASSOCIATED NPDES PERMITS. SEE
EROSION CONTROL NOTES ON THE CIVIL DRAWINGS AND SHEET CE001.
11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL OF
ALL EXCESS EXCAVATED MATERIAL, SOILS, AND DEMOLITION DEBRIS TO AN
OFF-SITE LOCATION OUTSIDE OF FORT GORDON. EXCAVATED SOIL USED FOR
TRENCH BACK FILLING SHALL BE TEMPORARILY STOCKPILED AND SHALL NOT
CONTAIN CONSTRUCTION DEBRIS, OVERSIZE ROCK OR OTHER DELETERIOUS
SUBSTANCES. CONTAMINATED SOIL SHALL BE PROPERLY DISPOSED BY THE
CONTRACTOR AND SHALL BE REMOVED FROM THE SITE.
12. THE TERM "ACCEPTABLE TO ENGINEER" SHALL MEAN WRITTEN ACCEPTANCE BY
THE CONTRACTING OFFICER AND ENGINEER OF RECORD TO BE RECEIVED
BEFORE THE WORK IS STARTED.
13. ANY DEVIATION FROM CONTRACT DRAWINGS OR SPECIFICATIONS MUST BE
ACCEPTED BY THE CONTRACTING OFFICER IN WRITING PRIOR TO THE WORK
BEING DONE. ANY DEVIATION PERFORMED WITHOUT THE CONTRACTING
OFFICER'S ACCEPTANCE WILL NOT BE PAID FOR AND MAY BE REQUIRED TO BE
REDONE AT NO ADDITIONAL COST TO THE GOVERNMENT. THE CONTRACTOR IS
RESPONSIBLE FOR IMMEDIATELY CONTACTING THE CONTRACTING OFFICER
UPON FINDING ANY CONFLICTS DURING CONSTRUCTION ON ANY IMPROVEMENTS
SHOWN ON THE DRAWINGS.
14. EXCEPT AS MODIFIED BY THE CONTRACT DOCUMENTS, ALL WORK SHALL BE IN
ACCORDANCE WITH ALL FEDERAL OR STATE REQUIREMENTS. THE
CONTRACTOR SHALL HAVE A COPY OF ALL APPLICABLE STANDARD
SPECIFICATIONS AND DRAWINGS AT THE WORK SITE AT ALL TIMES.
15. PRIOR TO CONNECTION TO OR RELOCATION OF ANY EXISTING FACILITIES,
NOTIFY THE CONTRACTING OFFICER. ALL CONNECTIONS TO EXISTING FACILITIES
SHALL BE DONE AT THE CONVENIENCE OF THE CONTRACTING OFFICER AND
UTILITY DIRECTOR.
16. PERFORM THE MINIMUM CLEARING NECESSARY FOR WORK TO BE PERFORMED
AS SHOWN ON THE DRAWINGS.
17. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION
EQUAL TO OR BETTER THAN THE CONDITION EXISTING PRIOR TO COMMENCING
CONSTRUCTION UNLESS SPECIFICALLY EXEMPTED BY THE PLANS.
18. GEOTECHNICAL BORING AND TEST DATA ARE PROVIDED WITH THE
SPECIFICATIONS.
19. IF A SYMBOL AND CALL OUT CONFLICT WITH EACH OTHER, THE CALL OUT SHALL
BE USED FOR IDENTIFICATION.
20. PERMIT APPROVAL BY THE AUGUSTA ENGINEERING DEPARTMENT (LIA) IS
REQUIRED FOR THE EROSION CONTROL PLAN SHOWN IN THE SITE PLAN CE
SHEETS. ANY VARIATION FROM THE APPROVED SITE PLAN WHICH AFFECTS THE
PROJECT HYDRAULICS MUST BE APPROVED BY THE CITY OF
AUGUSTA-RICHMOND COUNTY LIA.
21. A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH THE CITY OF
AUGUSTA LIA PRIOR TO BEGINNING CONSTRUCTION. THIS MEETING SHALL BE
SCHEDULED WITH THE ENGINEERING DEPARTMENT AT THE TIME THE
NOTIFICATION OF WORK COMMENCEMENT IS GIVEN.
22. CONTRACTOR SHALL INFORM FORT GORDON DPW AT LEAST 96 HOURS PRIOR TO
STARTING WORK ON THE PROJECT. DPW SHALL CONTACT THE AUGUSTA
ENGINEERING DEPARTMENT (LIA) CONTACT FOR THE PROJECT AT LEAST 48
HOURS PRIOR TO STARTING WORK ON THE PROJECT.
23. THE CONTRACTOR SHALL BE REQUIRED TO HAVE ON SITE A COPY OF THE
GEORGIA DEPARTMENT OF TRANSPORTATION'S STANDARD SPECIFICATIONS
AND CONSTRUCTION STANDARD DETAILS, CURRENT EDITION.
24. ALL DISTURBED AREAS MUST BE PAVED, GRASSED, SODDED, OR LINED WITH
RIPRAP TO CONTROL EROSION IN ACCORDANCE WITH APPROVED ES&PCP.
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
JU
LY
C
AT
EG
O
R Y
C O
D E:
FI
LE
N
AM
E:
D
S
IZ
E
W
2H N
-2 0-
B-
FO
R
T G
O R
D O
N , G
EO
R
G
IA
R
EP
AI
R
S
TO
O U
TF
AL
L X
AN
D
C O
N
TR
IB
U
TI
N
G S
TO
R
M S
EW
ER
N
ET
W O
R K
FY
P N
D E-
3- 8P
R
EA
D Y
FO
R
A D
VE
R
TI
SE
M
EN
T
C D
M F ed er al P ro gr am s
C or p.
F ai rv ie w
P ar k D riv e, Su ite
Fa lls
C hu rc h, V A
Te l:
(7
) 4
-8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
XR
EF
s:
[2
3_ G
-B S0
1, D
KN
_G
EO
R G
IA
_P
E_
SE
AL
_C
O R
PS
Im ag es
La st s av ed b y:
Z
EI
LE
R
BS
T im e:
/1
5/
:2 0:
A
M pw cd m sm ith -a z0 2-pw .b en tle y.
co m :P
W _P
L1 \1
9\
\0
D es ig n
Se rv ic es
N M
_3 0%
\0
G en er al
\1
C
AD
D \F
Y1 9P
N
0-
G I0
.d w g
IN
IT
IA
L
IN
IT
IA
L
SU
BM
IT
TA
L
ES
&P C
P
PL
AN
F
O R
R
EV
IE
W
6/
/2
D
. N
EA
M
TU
R
EA
D Y
TO
A
D
VE
R
TI
SE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D
AT
PN
0-
G I0
R . H
O
PP
ER
S.
Z
EI
LE
R
D . D
O R
AN
D . N
EA
M
TU
U
TI
LI
TY
C
O N
FL
IC
T
TA
BL
E
GI004
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
JU
LY
C
AT
EG
O
R Y
C O
D E:
FI
LE
N
AM
E:
D
S
IZ
E
W
2H N
-2 0-
B-
FO
R
T G
O R
D O
N , G
EO
R
G
IA
R
EP
AI
R
S
TO
O U
TF
AL
L X
AN
D
C O
N
TR
IB
U
TI
N
G S
TO
R
M S
EW
ER
N
ET
W O
R K
FY
P N
D E-
3- 8P
R
EA
D Y
FO
R
A D
VE
R
TI
SE
M
EN
T
C D
M F ed er al P ro gr am s
C or p.
F ai rv ie w
P ar k D riv e, Su ite
Fa lls
C hu rc h, V A
Te l:
(7
) 4
-8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
SHEET ID
A1 UTILITY CONFLICT TABLE
SCALE: NTS
R
EA
D Y
TO
A
D
VE
R
TI
SE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
SDSD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
SD
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
EEEEEEE
E
E E
E E
EEEEEE
E
E
E
E
E
E
E
EEEEEEEEE
E E
E
EE
E E
E
E
E
E
E E
E
E
E E E E E
E E
E
E E
EE
E E
EE
E E
EE
E E
E E
E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
EE
E E
E
E
E
E
E E
E
E E E E
E E
E
E
EEEEEEEEEEEEEEE
E E
E E
E E
E
E E
E E
E E
E
E E E E E E E E E
E E
EEEEEEEE
E E E E E E E E E E E E E E E E E
EEEEEEEEEEEEEE
E
E
E
E
E
E E
E
E E E E E
E E
E E
E
E
EEE
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E E E E E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E E
E
E E
E E
EEE
E
E
E
SD SD SD
SD SD SD
SD
SD
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W W
W W
W
W
W
W
W
W
W
W W
W W
W
W
W W
W W
W
W
W
W
W
W
W
W
W
WW W W W
W W
W W
W W
W W
W W
W W
W W
W
W
W
W
W
W
W
W
W
W
W W
W
W
W
W
W
W
W
W
W
W
W W W W
W W
WWWWW
W W W
W W
W
W
W
W
W
W
W
W W
W W
W W W W WW
W W
W
SA
N
SAN
SAN
SAN
SAN
SAN
SA
N
SAN
SAN
SA
N
SA
N
SA
N
SAN
SAN
SA
N
SA
N
SAN
SAN
SA
N
SA
N
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SA
N
SAN
SAN
SANSAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SA
N
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
SAN
CP
CPCP
CP
S
S
FY
PN
0-
G I1
.D
W G
R . H
O
PP
ER
E.
V
AR
G
AS
D . D
O R
AN
D . N
EA
M
TU
O
VE
R
AL
L
SI
TE
P
LA
N
GI101
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
JU
LY
C
AT
EG
O
R Y
C O
D E:
FI
LE
N
AM
E:
D
S
IZ
E
W
2H N
-2 0-
B-
FO
R
T G
O R
D O
N , G
EO
R
G
IA
R
EP
AI
R
S
TO
O U
TF
AL
L X
AN
D
C O
N
TR
IB
U
TI
N
G S
TO
R
M S
EW
ER
N
ET
W O
R K
FY
P N
D E-
3- 8P
R
EA
D Y
FO
R
A D
VE
R
TI
SE
M
EN
T
C D
M F ed er al P ro gr am s
C or p.
F ai rv ie w
P ar k D riv e, Su ite
Fa lls
C hu rc h, V A
Te l:
(7
) 4
-8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
LINE F
(ALIGNMENT F)
BRAINARD AVE.
LINE D
(ALIGNMENT D)
LINE A
(ALIGNMENT A)
LINE B
(ALIGNMENT B)
LINE A
(ALIGNMENT A)
LINE G
(ALIGNMENT G)
LINE A
USBR TYPE VI STRUCTURE
LINE A
USBR TYPE VI
STRUCTURE
LINE D
USBR TYPE VI STRUCTURE
FORBAY
STRUCTURE
PLUNGE POOL
LINE G
OUTFALL
STRUCTURE
DETENTION BASIN
N
D S
T.
LANE AVE.
KILBOURNE S
T.
R
IC
E R
D
AVENUE OF THE STATES 36TH S
T.
KI
LB
O U
R N
E S
T.
PROVOST AVE.
BRAINARD AVE.
ST
S T.
XR
EF
s:
[2
3_ G
-B S0
1, F Y1
9P N
0- C
-G
PP
R
, F Y1
9P N
0- V-
SV
, D
KN
_G
EO
R
G
IA
_P E_
SE
AL
_C O
R
PS
, F Y1
9P N
0- C
-P
PS
C
Im ag es
La st s av ed b y:
T
AL
BO
TW
K
T im e:
/2 4/
2:
:5
AM
pw cd m sm ith
-a z0
2-pw
.b en tle y.
co m
:P W
_P L1
\1
9\
\0
D es ig n Se rv ic es N
M _3
0% \0
G en er al \1
C
AD
D
\F Y1
9P N
0- G
I1
.d w g
B1 PLAN: OVERALL SITE
1" = 200' 400'0 200'
1. SEE SURVEY NOTES ON V-101.
2. ALL DIMENSIONS IN PLANS ARE IN FEET UNLESS OTHERWISE NOTED.
NOTES
LINE C
(ALIGNMENT C)
LINE C
(ALIGNMENT C1)
LINE C
(ALIGNMENT C2)
LINE H
(ALIGNMENT H)
LINE H
(ALIGNMENT H1)
LINE H
(ALIGNMENT H2)
LINE E
(ALIGNMENT E3)
LINE E
(ALIGNMENT E)
LINE F
(ALIGNMENT F2)
LINE F
(ALIGNMENT F3)
LINE D
(ALIGNMENT D1)
LINE D
(ALIGNMENT D2)
LINE D
(ALIGNMENT D4)
LINE D
(ALIGNMENT D5)
LINE D
(ALIGNMENT D6)
LINE D
(ALIGNMENT D8)
LINE D
(ALIGNMENT D3)
LINE F
(ALIGNMENT F1)
LINE D
(ALIGNMENT D7) LINE G
(ALIGNMENT G5)
LINE G
(ALIGNMENT G1)
LINE G
(ALIGNMENT G3)
LINE E
(ALIGNMENT E2)
LINE A
(ALIGNMENT A8)
LINE A
(ALIGNMENT A9)
R
EA
D Y
TO
A
D
VE
R
TI
SE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D
AT
127+76.19
115+00 120+00125+00
EP: 127+76.19
PI
: 1
+0
8.
PI: 121+07.89
PI: 122+94.88
PI: 123+50.25 PI: 117+28.18
PI
: 1
+0
0.
PI: 123+68.39
PI
: 1
+8
8.
35+
+0
+0
PI: 37+46.00
PI: 38+83.05
PI: 44+87.60
PI: 40+11.30
PI: 40+82.69
PI: 42+78.70
PI: 45+57.97
PI: 41+65.80
PI: 41+76.20
0+
155+00 160+00
162+00
BP: 150+00.00
EP
: 1
+0
0.
PI: 150+74.16
PI: 150+82.56
PI
: 1
+7
4.
PI
: 1
+0
3.
PI
: 1
+4
3.
PI
: 1
+7
6.
PI
: 1
+1
6.
PI
: 1
+2
5.
BP: 130+00.00
EP
: 1
+6
3.
PI: 138+11.62
PI: 138+55.80
PI: 139+26.18
PI: 139+30.57
PI: 140+09.86
PI: 135+63.14
PI
: 1
+5
6.
PI: 135+06.15
144+63.46
0+
5+
0+
60+00
BP: 60+00.00
PI: 62+12.74
PI: 6
3+75.15
80+00
BP
: 8
0+
.00
PI: 8
1+
.82
PI: 8
2+26.31
PI
: 8
0+
.00
+0
+0
+0
BP: 92+00.00
91+00 88+00
89+00 90+00
91+00
BP
: 8
8+
.0
EP
: 9
1+
.0
PI
: 8
9+
.6
2+00
1+
00 BP: 1+00.00
EP: 2+00.00
PI: 1+15.55
1+
00 BP: 1+00.00
1+
2+
3+
3+
.7
BP: 1+00.00
EP: 3+34.
PI: 1+17.91
PI: 1+77.52
2+50
1+
2+00
BP: 1+00.00
EP
: 2
+5 0.
PI: 1+28.42
PI: 1+38.42
PI: 1+99.64
1+
2+
3+00
BP: 1+00.00
PI: 2+37.61
EP: 3+00.00
1+
1+
00 BP: 1+00.00
EP: 1+45.00
PI: 1+06.78
2+13.29
1+
2+00
BP: 1+00.00
EP
: 2
+1 3.
29 PI: 1+78.72
0+
1+
1+
.1
BP: 0+00.00
EP: 1+18.16
1+00 1+48.99
BP: 1+00.00
EP: 1+48.99
1+66 1+00
BP: 1+00.00
EP
: 1
+6 6.
L15
L1
L1
L2
L28
L29
L3
L32 L33
L44
L45
L46
L52
L53
L54
L55
L6
L62 L63
L64
L73L74L75L76L77L78
L79
L8
L8
L8
L8
L8
L87
L8
L89
L9
L9
L9
L9
L94
L9
L96L9
L9
L9
L1
L1
L1
L1
L104L105
L1
L107 L108
L109L110L111L112L113 L114
1+
1+
BP: 1+00.00
EP: 1+60.00
L1
1+
2+
3+
BP: 1+00.00
PI: 1+74.19
PI: 3+18.77
L1
L1
1+00
1+80.01 BP
: 1
+0 0.0
0EP
: 1
+8 0.0
L119
1+00 2+00
BP
: 1
+0 0.
EP
: 2
+0 0.
1+001+60
BP
: 1
+0 0.
EP
: 1
+6 0.
10+00
11+00
12+00
BP: 10+00.00
PI: 10+15.42
PI: 11+79.75
EP:
L133
L134
L148
L149
FY
PN
0-
G I0
.D
W G
R . H
O
PP
ER
E.
V
AR
G
AS
D . D
O R
AN
D . N
EA
M
TU
C
O N
TR
O
L
PL
AN
I
H O
R
IZ
O N
TA
L
AN
D
A
LI
G N
M
EN
T
GI102
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
JU
LY
C
AT
EG
O
R Y
C O
D E:
FI
LE
N
AM
E:
D
S
IZ
E
W
2H N
-2 0-
B-
FO
R
T G
O R
D O
N , G
EO
R
G
IA
R
EP
AI
R
S
TO
O U
TF
AL
L X
AN
D
C O
N
TR
IB
U
TI
N
G S
TO
R
M S
EW
ER
N
ET
W O
R K
FY
P N
D E-
3- 8P
R
EA
D Y
FO
R
A D
VE
R
TI
SE
M
EN
T
C D
M F ed er al P ro gr am s
C or p.
F ai rv ie w
P ar k D riv e, Su ite
Fa lls
C hu rc h, V A
Te l:
(7
) 4
-8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
400'0 200'
BRAINARD AVE
R
IC
E R
D
LANE AVE
ALIGNMENT A
ALIGNMENT D
ALIGNMENT F
ALIGNMENT E
NOTES
ALIGNMENT B
ALIGNMENT C
ALIGNMENT C2
ALIGNMENT C1
ALIGNMENT C3
ALIGNMENT E
ALIGNMENT C4
ALIGNMENT D6
ALIGNMENT D5
ALIGNMENT D4
ALIGNMENT D3
ALIGNMENT D8
M
AT
C H
L
IN
E G
I1
MATCH LINE GI104
1. SEE SURVEY NOTES ON SHEET V-101.
B1 HORIZONTAL AND ALIGNMENT
SCALE: 1"=200'
KEY PLAN
SCALE: 1"=1000'C17 0 2000'1000'
XR
EF
s:
[2
3_ G
-B S0
1, F Y1
9P N
0- V-
SV
, F
Y1 9P
N
0-
C -K
P0
1, D
KN
_G
EO
R
G
IA
_P E_
SE
AL
_C O
R
PS
Im ag es
La st s av ed b y:
Z
EI
LE
R
BS
T im e:
/2 8/
:0
7:
P M pw cd m sm ith
-a z0
2-pw
.b en tle y.
co m
:P W
_P L1
\1
9\
\0
D es ig n Se rv ic es N
M _3
0% \0
G en er al \1
C
AD
D
\F Y1
9P N
0- G
I1
.d w g
GI104
GI103GI102
ALIGNMENT H
R
EA
D Y
TO
A
D
VE
R
TI
SE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D
AT
100+00
105+00 110+00
BP
: 1
+0
0.
PI
: 1
+0
7.
PI
: 1
+8
5.
PI
: 1
+3
0.
PI
: 1
+7
4.
PI
: 1
+3
2.
10+00
15+00
20+00
25+00 30+00
BP: 10+00.00
PI: 12+05.66PI: 13+07.86
PI: 15+29.42
PI: 17+93.35
PI: 20+31.39
PI: 20+66.78PI: 21+73.42
PI: 23+22.27
PI: 24+39.13
PI
: 2
6+
.1
PI
: 2
8+
.1
PI
: 3
0+
.4
PI: 32+07.83
PI: 34+53.22
180+71.61
9+
.0
0+
5+
0+
BP: 169+78.02
EP
: 1
+7
1.
PI: 173+23.15
PI: 1
73+95.56
PI: 174+46.05
PI: 175+55.98
PI: 176+47.21
PI: 177+36.15
PI: 177+74.22
PI: 172+46.87
PI
: 1
+7
3.
PI: 180+23.39
PI: 170+00.00
PI: 170+91.98
0+41.11 0+00
BP: 0+00.00
EP: 0+41.11
1+
.55
0+
1+
BP: 0+00.00
EP: 1+02.55
3+24.92
0+82.43
1+00
2+00
3+00
BP: 0+82.43
PI: 2+95.55
EP: 3+24.92
1+
.6
1+
BP: 1+00.00
EP: 1+59.65
PI: 1+15.50
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10L11L12
L13
L14
L40
L4
L42
L43
L67
L68 L69L70L71L72
L8 0L
L1
L1
L122 L1
L124
L1
L1
L1
L1
L129
L130
L1 31L132
1+00
2+00
3+00
3+78.14
BP: 1
+0
0.0
EP: 3+78.14
PI: 3+56.32
PI: 2+90.23
PI: 1
+1
8.1
PI: 1
+9
9.3
6+
5+
BP: 5+00.00
EP: 6+00.00
8+
.4
7+
8+
BP: 7+00.00
EP: 8+80.42
PI: 7+05.54
PI: 8+00.42
9+50 9+00
BP: 9+00.00
EP: 9+50.00
1+00 2+00 2+66.28
BP: 1+00.00
EP
: 2
+6 6.
PI
: 2
+1 4.
L135
L136
L137
L138 L139
L1
L141
L1
L1
L144 L145
L154
FY
PN
0-
G I0
.D
W G
R . H
O
PP
ER
E.
V
AR
G
AS
D . D
O R
AN
D . N
EA
M
TU
C
O N
TR
O
L
PL
AN
II
H O
R
IZ
O N
TA
L
AN
D
A
LI
G N
M
EN
T
GI103
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
JU
LY
C
AT
EG
O
R Y
C O
D E:
FI
LE
N
AM
E:
D
S
IZ
E
W
2H N
-2 0-
B-
FO
R
T G
O R
D O
N , G
EO
R
G
IA
R
EP
AI
R
S
TO
O U
TF
AL
L X
AN
D
C O
N
TR
IB
U
TI
N
G S
TO
R
M S
EW
ER
N
ET
W O
R K
FY
P N
D E-
3- 8P
R
EA
D Y
FO
R
A D
VE
R
TI
SE
M
EN
T
C D
M F ed er al P ro gr am s
C or p.
F ai rv ie w
P ar k D riv e, Su ite
Fa lls
C hu rc h, V A
Te l:
(7
) 4
-8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
B1 SCALE: 1"=200'
HORIZONTAL AND ALIGNMENT
400'0 200'
BRAINARD AVE
PROVOST AVE
ALIGNMENT A
ALIGNMENTG
ALIGNMENT A
ALIGNMENT D
ALIGNMENT G
KILBORNE ST
KI
LB
O R
N E
ST
BRAINARD AVE
ALIGNMENT A7
ALIGNMENT A6
ALIGNMENT A8
M
AT
C H
L
IN
E G
I1
NOTES
1. SEE SURVEY NOTES ON SHEET V-101.
KEY PLAN
SCALE: 1"=1000'C17 0 2000'1000'
XR
EF
s:
[2
3_ G
-B S0
1, F Y1
9P N
0- V-
SV
, F
Y1 9P
N
0-
C -K
P0
1, D
KN
_G
EO
R
G
IA
_P E_
SE
AL
_C O
R
PS
Im ag es
La st s av ed b y:
Z
EI
LE
R
BS
T im e:
/2 8/
:0
7:
P M pw cd m sm ith
-a z0
2-pw
.b en tle y.
co m
:P W
_P L1
\1
9\
\0
D es ig n Se rv ic es N
M _3
0% \0
G en er al \1
C
AD
D
\F Y1
9P N
0- G
I1
.d w g
GI104
GI103GI102
ALIGNMENT G5
ALIGNMENT G3
ALIGNMENT G4
ALIGNMENT G2
ALIGNMENT G1
R
EA
D Y
TO
A
D
VE
R
TI
SE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D
AT
54+12.26
50+00
EP: 54+12.26
PI: 48+89.26
PI: 4
9+
.23
PI
: 5
0+
.6
PI: 5
1+
.93
PI: 5
1+65.29
PI: 5
2+20.15
PI: 5
2+56.77
PI: 5
3+19.25
PI: 47+16.74 65+00
68+98.26
EP: 6
8+98.26
PI: 6
6+09.64
PI: 6
7+27.81
PI: 6
8+87.20
PI: 67+36.58
PI: 6
8+20.17
89+94.23
85+00
EP: 89+94.23
PI: 8
3+97.92
PI: 8
9+89.42
PI: 8
8+27.36
PI: 8
6+72.42
1+
2+
2+
BP: 1+00.00
EP: 2+50.00
1+
2+
2+
BP: 1+00.00
EP: 2+00.00
PI: 1+16.66
2+00
1+00
BP: 1+00.00
EP: 2+00.00
1+
2+
BP: 1+00.00
EP: 2+00.00
2+
1+
BP: 1+00.00
EP: 2+00.00
95+00
95+50
PI: 94+90.72
EP: 95+50.00
2+61.56
2+
EP: 2
+61.56
PI: 2+19.90
L1
L19
L20
L21
L22 L23
L24 L25
L26
L3
L3
L35
L3
L37
L3
L3
L47
L48
L50 L51
L56
L57
L58
L59
L60 L66
13+00
14+00
15+00
16+00
17+00
17+90.70
EP: 17+90.70
PI: 1
3+49.72
PI: 1
6+25.24
PI: 1
7+83.20
1+00 1+59.42
BP: 1+00.00
1+59.42
1+00 1+37.45
BP: 1+00.00
EP: 1+37.45
L146
L147
L150
L151
L152
L153
ALIGNMENTS: A
NUMBER
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L27
L28
L32
L33
L29
L17
L30
L31
L18
L19
L20
L21
L22
L23
L24
L25
L26
START STAT
10+00.00
12+05.66
13+07.86
15+29.42
17+93.35
20+31.39
20+66.78
21+73.42
23+22.27
24+39.13
26+88.18
28+91.14
30+76.40
32+07.83
34+53.22
37+46.00
38+83.05
40+11.30
40+82.69
41+65.80
41+76.20
42+78.70
44+87.60
45+57.97
47+16.74
48+89.26
49+66.23
50+32.64
51+22.93
51+65.29
52+20.15
52+56.77
53+19.25
START NORTH
1243859.35
1243757.00
1243708.37
1243602.95
1243474.24
1243335.40
1243318.06
1243261.72
1243160.89
1243074.57
1243074.24
1243073.99
1243062.25
1242985.17
1242832.54
1242656.25
1242563.13
1242434.88
1242389.61
1242335.65
1242328.90
1242400.58
1242214.15
1242149.68
1242009.37
1241836.93
1241782.41
1241746.75
1241680.29
1241647.49
1241601.71
1241571.20
1241519.36
START EAST
667548.24
667369.86
667279.97
667085.10
666854.68
666661.32
666630.47
666539.94
666430.42
666351.66
666102.61
665899.65
665714.76
665608.31
665416.17
665182.40
665081.85
665081.90
665026.69
664963.49
664955.58
664882.30
664788.06
664759.85
664685.56
664690.89
664745.23
664801.24
664862.37
664889.18
664919.39
664939.66
664974.53
END STAT
12+05.66
13+07.86
15+29.42
17+93.35
20+31.39
20+66.78
21+73.42
23+22.27
24+39.13
26+88.18
28+91.14
30+76.40
32+07.83
34+53.22
37+46.00
38+83.05
40+11.30
40+82.69
41+65.80
41+76.20
42+78.70
44+87.60
45+57.97
47+16.74
48+89.26
49+66.23
50+32.64
51+22.93
51+65.29
52+20.15
52+56.77
53+19.25
54+12.26
END NORTH
1243757.00
1243708.37
1243602.95
1243474.24
1243335.40
1243318.06
1243261.72
1243160.89
1243074.57
1243074.24
1243073.99
1243062.25
1242985.17
1242832.54
1242656.25
1242563.13
1242434.88
1242389.61
1242335.65
1242328.90
1242400.58
1242214.15
1242149.68
1242009.37
1241836.93
1241782.41
1241746.75
1241680.29
1241647.49
1241601.71
1241571.20
1241519.36
1241443.47
END EAST
667548.24
667369.86
667279.97
667085.10
666854.68
666661.32
666630.47
666539.94
666430.42
666351.66
666102.61
665899.65
665714.76
665608.31
665416.17
665182.40
665081.85
665081.90
665026.69
664963.49
664955.58
664882.30
664788.06
664759.85
664685.56
664690.89
664745.23
664801.24
664862.37
664889.18
664919.39
664939.66
664974.53
LENGTH
205.66
102.20
221.56
263.93
238.04
35.39
106.63
148.86
116.86
249.05
202.96
185.26
131.43
245.39
292.78
137.05
128.25
71.39
83.11
10.40
102.51
208.90
70.37
158.76
172.52
76.97
66.41
90.29
42.36
54.86
36.63
62.48
93.01
BEARING
S60° 09' 09.60"W
S61° 35' 17.39"W
S61° 35' 17.39"W
S60° 48' 45.80"W
S54° 19' 14.15"W
S60° 40' 00.53"W
S58° 06' 08.96"W
S47° 21' 52.88"W
S42° 22' 48.32"W
S89° 55' 29.18"W
S89° 55' 37.80"W
S86° 22' 03.54"W
S54° 05' 36.64"W
S51° 32' 13.40"W
S52° 58' 47.15"W
S47° 11' 48.98"W
S00° 01' 13.66"E
S50° 38' 37.69"W
S49° 30' 49.83"W
S49° 30' 49.83"W
N45° 37' 48.52"W
S26° 48' 58.15"W
S23° 37' 53.26"W
S27° 54' 04.20"W
S01° 46' 19.27"E
S44° 54' 04.23"E
S57° 31' 17.24"E
S42° 36' 28.31"E
S39° 15' 38.06"E
S33° 25' 15.21"E
S33° 35' 40.67"E
S33° 55' 33.75"E
S35° 19' 09.53"E
FY
PN
0-
G I1
.D
W G
R . H
O
PP
ER
E.
V
AR
G
AS
D . D
O R
AN
D . N
EA
M
TU
C
O N
TR
O
L
PL
AN
II
I H
O R
IZ
O
N
TA
L
AN
D A
LI
G
N M
EN
T
GI104
US Army Corps of Engineers
U .S
. A R
M Y
C O
R
PS
O F
EN
G
IN
EE
R S
SA
VA
N N
AH
D
IS
TR
IC
T
W . O
G
LE
TH
O
R
PE
A
VE
SA
VA
N
N
AH
, G A
JU
LY
C
AT
EG
O
R Y
C O
D E:
FI
LE
N
AM
E:
D
S
IZ
E
W
2H N
-2 0-
B-
FO
R
T G
O R
D O
N , G
EO
R
G
IA
R
EP
AI
R
S
TO
O U
TF
AL
L X
AN
D
C O
N
TR
IB
U
TI
N
G S
TO
R
M S
EW
ER
N
ET
W O
R K
FY
P N
D E-
3- 8P
R
EA
D Y
FO
R
A D
VE
R
TI
SE
M
EN
T
C D
M F ed er al P ro gr am s
C or p.
F ai rv ie w
P ar k D riv e, Su ite
Fa lls
C hu rc h, V A
Te l:
(7
) 4
-8
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
A
B
C
D
E
F
G
H
J
K
L
M
N
P
SU
BM
IT
TE
D B
Y:
C H
EC
KE
D B
Y:
D R
AW
N
B Y:
D
ES
IG
N
ED
B
Y:
C O
N
TR
AC
T
N O
SO
LI
C
IT
AT
IO
N N
O
IS
SU
E D
AT
E:
SI
ZE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E
SHEET ID
BRAINARD AVE
AVE OF THE AMERICAS ALIGNMENT A
ALIGNMENT C
ALIGNMENT B
ALIGNMENT A2
HERITAGE PARK LN
ALIGNMENT A1
ALIGNMENT A3
ALIGNMENT A4
ALIGNMENT C1
ALIGNMENT C4
MATCH LINE GI102
KEY PLAN
SCALE: 1"=1000'C17 0 2000'1000'
GI104
B1 HORIZONTAL AND ALIGNMENT
SCALE: 1"=100' 100' 200'0
GI103GI102
NOTES
1. SEE SURVEY NOTES ON SHEET V-101.
ALIGNMENT A5
R
EA
D Y
TO
A
D
VE
R
TI
SE
M
AR
K
D
ES
C R
IP
TI
O N
D
AT
E M
AR
K
D
ES
C R
IP
TI
O N
D
AT
ALIGNMENTS: A
NUMBER
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L27
L28
L32
L33
L29
L17
L30
L31
L18
L19
L20
L21
L22
L23
L24
L25
L26
START STAT
10+00.00
12+05.66
13+07.86
15+29.42
17+93.35
20+31.39
20+66.78
21+73.42
23+22.27
24+39.13
26+88.18
28+91.14
30+76.40
32+07.83
34+53.22
37+46.00
38+83.05
40+11.30
40+82.69
41+65.80
41+76.20
42+78.70
44+87.60
45+57.97
47+16.74
48+89.26
49+66.23
50+32.64
51+22.93
51+65.29
52+20.15
52+56.77
53+19.25
START NORTH
1243859.35
1243757.00
1243708.37
1243602.95
1243474.24
1243335.40
1243318.06
1243261.72
1243160.89
1243074.57
1243074.24
1243073.99
1243062.25
1242985.17
1242832.54
1242656.25
1242563.13
1242434.88
1242389.61
1242335.65
1242328.90
1242400.58
1242214.15
1242149.68
1242009.37
1241836.93
1241782.41
1241746.75
1241680.29
1241647.49
1241601.71
1241571.20
1241519.36
START EAST
667548.24
667369.86
667279.97
667085.10
666854.68
666661.32
666630.47
666539.94
666430.42
666351.66
666102.61
665899.65
665714.76
665608.31
665416.17
665182.40
665081.85
665081.90
665026.69
664963.49
664955.58
664882.30
664788.06
664759.85
664685.56
664690.89
664745.23
664801.24
664862.37
664889.18
664919.39
664939.66
664974.53
END STAT
12+05.66
13+07.86
15+29.42
17+93.35
20+31.39
20+66.78
21+73.42
23+22.27
24+39.13
26+88.18
28+91.14
30+76.40
32+07.83
34+53.22
37+46.00
38+83.05
40+11.30
40+82.69
41+65.80
41+76.20
42+78.70
44+87.60
45+57.97
47+16.74
48+89.26
49+66.23
50+32.64
51+22.93
51+65.29
52+20.15
52+56.77
53+19.25
54+12.26
END NORTH
1243757.00
1243708.37
1243602.95
1243474.24
1243335.40
1243318.06
1243261.72
1243160.89
1243074.57
1243074.24
1243073.99
1243062.25
1242985.17
1242832.54
1242656.25
1242563.13
1242434.88
1242389.61
1242335.65
1242328.90
1242400.58
1242214.15
1242149.68
1242009.37
1241836.93
1241782.41
1241746.75
1241680.29
1241647.49
1241601.71
1241571.20
1241519.36
1241443.47
END EAST
667548.24
667369.86
667279.97
667085.10
666854.68
666661.32
666630.47
666539.94
666430.42
666351.66
666102.61
665899.65
665714.76
665608.31
665416.17
665182.40
665081.85
665081.90
665026.69
664963.49
664955.58
664882.30
664788.06
664759.85
664685.56
664690.89
664745.23
664801.24
664862.37
664889.18
664919.39
664939.66
664974.53
LENGTH
205.66
102.20
221.56
263.93
238.04
35.39
106.63
148.86
116.86
249.05
202.96
185.26
131.43
245.39
292.78
137.05
128.25
71.39
83.11
10.40
102.51
208.90
70.37
158.76
172.52
76.97
66.41
90.29
42.36
54.86
36.63
62.48
93.01
BEARING
S60° 09' 09.60"W
S61° 35' 17.39"W
S61° 35' 17.39"W
S60° 48' 45.80"W
S54° 19' 14.15"W
S60° 40' 00.53"W
S58° 06' 08.96"W
S47° 21' 52.88"W
S42° 22' 48.32"W
S89° 55' 29.18"W
S89° 55' 37.80"W
S86° 22' 03.54"W
S54° 05' 36.64"W
S51° 32' 13.40"W
S52° 58' 47.15"W
S47° 11' 48.98"W
S00° 01' 13.66"E
S50° 38' 37.69"W
S49° 30' 49.83"W
S49° 30' 49.83"W
N45° 37' 48.52"W
S26° 48' 58.15"W
S23° 37' 53.26"W
S27° 54' 04.20"W
S01° 46' 19.27"E
S44° 54' 04.23"E
S57° 31' 17.24"E
S42° 36' 28.31"E
S39° 15' 38.06"E
S33° 25' 15.21"E
S33° 35' 40.67"E
S33° 55' 33.75"E
S35° 19' 09.53"E
ALIGNMENTS: A1
NUMBER
L34
START STAT
1+00.00
START NORTH
1242026.10
START EAST
664700.48
END STAT
2+50.00
END NORTH
1241914.15
END EAST
664700.48
LENGTH
150.00
BEARING
S41° 43' 33.99"W
ALIGNMENT…
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 .