GSW Site Plans.pdf
PDF 3 MB Posted
- Attached to
- GSW 39-01-21 Sewer Line Upgrade
- Solicitation number
- PE-54200-RFQ-2024-000000003
- Issued by
- Sumter County, Georgia
About this file
This document contains site plans for a sewer line upgrade project at the main campus of Georgia Southwestern State University in Americus, Sumter County, Georgia. The project involves the replacement of approximately 644 linear feet of existing 6-inch sewer laterals with 10-inch SDR-17 HDPE pipe, including the replacement of four sanitary sewer manholes. Construction is planned to begin in May 2024. The project also includes erosion and sediment control measures, as well as the restoration of disturbed pavement and landscape areas.
The document provides detailed construction plans, profiles, and erosion control requirements for the sewer line upgrade. It specifies that the contractor shall be responsible for preparing a bypass plan for existing sewage flows, restoring the construction area to pre-construction conditions, and providing temporary traffic control as needed. The contractor will also be required to coordinate with the City of Americus and utility companies throughout the project.
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ATIO
N
IS N
O
T
AVAILABLE.
TH
E SO
D
TYPE SH
O U
LD
BE SH
O W
N O
N
TH
E PLAN
S O
R
IN
STALLED
AC
C O
R D
IN
G
TO
TABLE 6-6.2.
SO
D
PLAN
TIN
G R
EQ
U
IR
EM
EN
TS
SPEC
IES
R
ESO
U R
C
E AR
EA
G
R O
W
IN
G
SEASO
N
BER
M
U D
A G R
ASS
W
AR
M
W
EATH
ER
C
EN
TIPED
E G R
ASS W
AR
M W
EATH
ER
PEN
N
TIN
E G
R
ASS C
O
LD
W
EATH
ER
FALC
O N
FESC
U
E C O
LD
W
EATH
ER
M
AIN
TEN
AN
C E
R
E-SO
D
AR
EAS W
H
ER
E AN
D
AD
EQ
U
ATE STAN
D
O
F SO
D
IS N
O T O
BTAIN
ED
. N
EW
SO
D
SH
O
U
LD
M O
W
ED
SPAR
IN
G
LY. G
R
ASS H
EIG
H
T SH
O
U
LD
N O
T BE C
U
T LESS TH
AN
2"-3" O R
AS SPEC
IFIED
(SEE FIG
U
R
E 6-6.2). APPLY O
N
E TO
N O
F AG
R
IC
U
LTU
R
AL LIM
E AS IN
D
IC
ATED
BY SO
IL TEST O
R
EVER
Y 4-6 YEAR
S. FER
TILIZE G
R
ASSES IN
AC
C
O R
D
AN
C E W
ITH
SO
IL TESTS O
R
TABLE 6-6.3
5.
D
U
ST C
O N
TR
O
L: C O
N
TR
O
LLIN
G
SU
R
FAC
E AN
D
AIR
M
O
VEM
EN
T O
F D U
ST O
N
C O
N
STR
U C
TIO
N
SITE, R
O
AD
S, AN
D D
EM
O
LITIO
N
SITES.
6.
TR
EE PR
O
TEC
TIO
N
: TH
E PR
O
TEC
TIO
N O
D D
ESIR
ABLE TR
EES FR
O
M
IN
JU
R
Y D U
R
IN
G C
O N
STR
U
C
TIO
N
AC
TIVITY
7.
ER
O
SIO
N C
O N
TR
O
L M
EASU
R
ES W
ILL BE M
AIN
TAIN
ED
AT ALL TIM
ES. AD
D
ITIO
N
AL ER
O
SIO
N
AN
D
SED
IM
EN
T C O
N
TR
O L W
ILL BE IN
STALLED
IF D
EEM
ED
N
EC
ESSAR
Y BY O
N
-SITE IN
SPEC
TIO
N
8.
TH
E PO
IN
T O F C
O N
TAC
T FO
R C
IVIL SITE W
O
R
K FO
R
TH
IS PR
O
JEC
T IS:
C H
R
ISTO
PH
ER
E. BR
AZELL, P.E.
EM
C
EN
G
IN
EER
IN
G
SER
VIC
ES IN
C
3575 M
AC
O
N R
O
AD
, SU
ITE 15
C O
LU
M
BU
S, G
EO
R
G
IA 31907
(706) 565-5985
9.
D
EVELO
PER
/O W
N
ER
(PR
IM
AR
Y PER
M
ITEE):
G
EO
R G
IA SO
U
TH
W
ESTER
N
STATE U
N
IVER
SITY
800 W H
EATLEY STR
EET
AM
ER
IC
U
S, G A 31709
PH
O
N E: (229) 805-0214
10.
TW
EN
TY-FO
U R
H O
U R
C O
N
TAC
T R
ESPO
N
SIBLE
FO
R
ER
O
SIO
N
AN
D
SED
IM
EN
T C
O N
TR
O
L:
PR
IM
AR
Y PER
M
ITEE
JIM
PO
SEY
PH
O
N E: (229) 942-7801
11.
TH
E PO
IN
T O F C
O N
TAC
T FO
R C
IVIL SITE W
O
R
K FO
R
TH
IS PR
O
JEC
T IS:
EM
C
EN
G
IN
EER
IN
G
SER
VIC
ES, IN
C
C O
N
TAC
T: C H
R
ISTO
PH
ER
E. BR
AZELL, P.E., P.LS.
3575 M
AC
O N
R O
AD
C
O
LU
M
BU
S, G
EO
R G
IA 31907
PH
O N
E: (706) 565-5985
FAX: (706) 565-5983
G
EN
ER
AL N
O
TES:
1.
IT IS TH
E IN
TEN
T O
F TH
E O W
N
ER
TO
U
PG
R
AD
E TH
E EXISTIN
G
SAN
ITAR
Y SEW
ER
U
TILITIES
ASSO
C
IATED
W
ITH
TH
E C O
N
STR
U C
TIO
N
O F A N
EW
LIN
E VIA PIPE BU
R
STIN
G
2.
ALL C
O N
STR
U
C
TIO
N
SH
ALL C
O
N
FO
R M
TO
TH
E C
ITY O
F AM
ER
IC
U
S AN
D
/O R
G
EO
R G
IA D
EPAR
TM
EN
T O F
TR
AN
SPO
R
TATIO
N
STAN
D
AR
D
SPEC
IFIC
ATIO
N
S.
3.
IT W
ILL BE TH
E R
ESPO
N
SIBILITY O
F TH
E C O
N
TR
AC
TO
R
TO
IN
SU
R
E TH
AT ALL R
EQ
U
IR
ED
PER
M
ITS AR
E O
BTAIN
ED
AN
D
IN
H
AN
D
PR
IO
R
TO
TH
E C
O M
M
EN
C
EM
EN
T O
F C O
N
STR
U C
TIO
N
4.
PR
IO
R
TO
IN
STALLATIO
N
O
F AN
Y U
TILITY LIN
ES, TH
E C
O N
TR
AC
TO
R
SH
ALL G
IVE TH
E U
TILITY
C
O M
PAN
IES TH
R
EE (3) W
O R
KIN
G
D
AYS N
O
TIC
E TO
ALLO
W
TIM
E FO
R
EXISTIN
G
U
TILITIES TO
BE
STAKED
. BEFO
R
E C
ALLIN
G
(LO
C
ATIN
G C
O M
PAN
Y) TH
E C O
N
TR
AC
TO
R
SH
ALL H
AVE TH
E FO
LLO
W
IN
G
IN
FO
R
M
ATIO
N R
EAD
Y: C
O U
N
TY, TO
W N
, LO
C
ATIO
N
, N
EAR
EST STR
EET IN
TER
SEC
TIO
N
S, TYPE O
F
W O
R
K (SEW
ER
, W
ATER
, PAVIN
G
, ETC
.) YO
U
R C
O M
PAN
Y N
AM
E, TELEPH
O N
E N U
M
BER
, O W
N
ER
'S N
AM
E, D
ATE AN
D
TIM
E YO
U
EXPEC
T TO
C
O M
M
EN
C E C
O N
STR
U
C
TIO
N
, AN
D W
H
ER
E AN
D
H O
W
YO
U C
AN
BE
R
EAC
H
ED
AN
D
TH
E BEST TIM
E TO
C
O N
TAC
T YO
U
. TH
E C O
N
TR
AC
TO
R
SH
ALL EXER
C
ISE C
AU
TIO
N
W H
EN
C
R O
SSIN
G
AN
U
N D
ER
G
R O
U N
D U
TILITY, W
H
ETH
ER
SH
O
W N
O N
TH
E PLAN
O R
LO
C
ATED
BY TH
E U
TILITY C
O
M
PAN
Y. ALL U
TILITIES W
H
IC
H
IN
TER
FER
E W
ITH
TH
E PR
O
PO
SED
C
O N
STR
U
C
TIO
N
SH
ALL BE
R
ELO
C
ATED
BY TH
E R
ESPEC
TIVE U
TILITY C
O M
PAN
IES, AN
D
TH
E C O
N
TR
AC
TO
R
SH
ALL C
O
O
PER
ATE
W
ITH
TH
EM
D
U R
IN
G
R
ELO
C
ATIO
N O
PER
ATIO
N
S. TH
E C O
N
TR
AC
TO
R
SH
ALL N
O
TIFY TH
E EN
G
IN
EER
O
F
AN
Y VAR
IAN
C
ES PR
IO
R
TO
C
O M
M
EN
C
EM
EN
T O
F W O
R K O
R
PU
R C
H
ASIN
G
AN
Y M
ATER
IALS.
5.
ALL KN
O W
N U
TILITY FAC
ILITIES AR
E SH
O
W N
SC
H
EM
ATIC
ALLY O
N
TH
E PLAN
S AN
D
AR
E N
O T
N
EC
ESSAR
ILY AC
C U
R
ATE AS TO
PLAN
O
R
ELEVATIO
N . U
TILITY FAC
ILITIES SU
C H
AS SER
VIC
E LIN
ES
O R
U N
KN
O
W N
FAC
ILITIES N
O
T SH
O W
N O
N
TH
E PLAN
S W
ILL N
O
T R
ELIEVE TH
E C O
N
TR
AC
TO
R O
F H
IS
R
ESPO
N
SIBILITIES, EXC
EPT AS N
O
TED
BELO
W
. TH
E C O
N
TR
AC
TO
R W
ILL N
O
T BE R
ESPO
N
SIBLE FO
R
TH
E C O
ST O
F R
EPAIR
S TO
D
AM
AG
ED
U
TILITY FAC
ILITIES O
TH
ER
TH
AN
SER
VIC
E LIN
ES FR
O
M
STR
EET
M
AIN
S TO
PR
O
PER
TY W
H
EN
SU
C
H
ABU
TTIN
G
FAC
ILITIES AR
E N O
T SH
O
W N
O N
TH
E PLAN
S AN
D
EXISTEN
C
E IS U
N
KN
O
W N
TO
TH
EIR
TH
E C O
N
TR
AC
TO
R
PR
IO
R
TO
TH
E D
AM
AG
ES O
C C
U R
R
IN
G
PR
O
VID
IN
G
TH
E EN
G
IN
EER
D
ETER
M
IN
ES TH
E C O
N
TR
AC
TO
R H
AS O
TH
ER
W
ISE FU
LLY C
O M
PLIED
W
ITH
TH
E SPEC
IFIC
ATIO
N
S.
6.
IT IS TH
E O
BLIG
ATIO
N
O
F TH
E C O
N
TR
AC
TO
R
TO
M
AKE H
IS O
W
N
IN
TER
PR
ETATIO
N
O
F ALL SU
R
FAC
E
AN
D
SU
BSU
R
FAC
E D
ATA TH
AT IS AVAILABLE AS TO
TH
E N
ATU
R
E AN
D
EXTEN
T O
F TH
E M
ATER
IALS TO
BE EXC
AVATED
AN
D
W
ASTED
, AN
D
/O R
G R
AD
ED
AN
D
C O
M
PAC
TED
. TH
E IN
FO
R M
ATIO
N
SH
O
W N
O N
TH
ESE PLAN
S AN
D
SPEC
IFIC
ATIO
N
S D O
ES N
O
T IN
AN
Y W
AY G
U
AR
AN
TEE TH
E AM
O
U N
T O R
N
ATU
R E O
F
TH
E M
ATER
IAL W
H
IC
H
M
AY BE EN
C O
U N
TER
ED
7.
FILL M
ATER
IAL SH
ALL BE C
LEAN
AN
D
FR
EE O
F ALL D
EBR
IS AN
D
O R
G
AN
IC
M
ATER
IAL.
8.
TH
E C O
N
TR
AC
TO
R
SH
ALL BE R
ESPO
N
SIBLE FO
R
LO
C
ATIN
G
AN
D
FU
R N
ISH
IN
G
TH
E BO
R
R O
W M
ATER
IAL
N
EC
ESSAR
Y FO
R
TH
E C O
N
STR
U C
TIO
N
O
F TH
IS PR
O
JEC
T.
9.
ALL D
ISTU
R
BED
EAR
TH
AR
EAS, N
O
T D
ESIG
N
ATED
TO
BE PAVED
, SH
ALL BE G
R
ASSED
W
ITH
TEM
PO
R
AR
Y SEED
IN
G O
R
PLAN
TED
W
ITH
PER
M
AN
EN
T VEG
ETATIO
N
TO
IN
C
LU
D
E SO
D
10.
TO
PO
G
R
APH
IC
SU
R
VEY W
AS C
O
M
BIN
ED
FR
O M
PR
EVIO
U
S SU
R
VEYS PER
FO
R
M
ED
BY EM
C
EN
G
IN
EER
IN
G
SER
VIC
ES,IN
C
O N
JU
LY 1, 2021.
11.
TH
E TO
TAL AC
R
EAG
E O
F TH
E AR
EA O
F TH
E PR
O
JEC
T IS 9.5± AC
R
ES.
TH
E TO
TAL D
ISTU
R
BED
AC
R
EAG
E O
F TH
E PR
O
JEC
T IS: 0.1 ± AC
12.
TH
E PR
O
JEC
T IS LO
C
ATED
O N
TH
E C
AM
PU
S O F G
EO
R
G
IA SO
U
TH
W
ESTER
N
, AN
D R
U N
S TH
E M
AIN
C
AM
PU
S.
13.
IF AN
Y C O
N
FLIC
TS, D
ISC
R
EPAN
C
IES, O
R O
TH
ER
U N
SATISFAC
TO
R Y C
O N
D
ITIO
N
S AR
E D
ISC
O
VER
ED
EITH
ER
O N
TH
E C
O N
STR
U
C
TIO
N D
O C
U M
EN
TS O
R
TH
E FIELD
C
O N
D
ITIO
N
S, TH
E C O
N
TR
AC
TO
R M
U
ST
N O
TIFY TH
E EN
G
IN
EER
IM
M
ED
IATELY, AN
D
SH
ALL N
O T C
O M
M
EN
C E O
PER
ATIO
N U
N
TIL C
O N
FLIC
TS,
D
ISC
R
EPAN
C
IES, O
R O
TH
ER
U N
SATISFAC
TO
R Y C
O N
D
ITIO
N
S AR
E R
ESO
LVED
14.
PR
IO
R
TO
C
O N
N
EC
TIN
G
TO
AN
Y EXISTIN
G
U
TILITIES AN
D
PR
IO
R
TO
D
IG
G
IN
G
FO
R
AN
Y PR
O
PO
SED
C
O N
STR
U
C
TIO
N O
F C
ITY W
ATER
M
AIN
S, SAN
ITAR
Y SEW
ER
LIN
ES, O
R
STO
R
M
SEW
ER
SYSTEM
S, TH
E
C O
N
TR
AC
TO
R
SH
ALL C
O
N
TAC
T TH
E C
ITY O
F AM
ER
IC
U S W
ATER
AN
D
SEW
ER
M
AIN
TEN
AN
C
E D
EPAR
TM
EN
T A M
IN
IM
U M
O
F SEVEN
TY-TW
O
(72) H O
U R
S PR
IO
R
TO
D
IG
G
IN
G
15.
ALL PR
O
PO
SED
PAVEM
EN
T ELEVATIO
N
SH
O W
N
(EX. +312.57) AR
E PR
O
PO
SED
ASPH
ALT O
R C
O N
C R
ETE FIN
ISH
G R
AD
E AN
D N
O
T TO
P O F C
U R
B U N
LESS O
TH
ER
W
ISE N
O
TED
16.
ALL STR
IPIN
G
AN
D
SIG
N
S SH
ALL BE IN
C O
N
FO
R M
ITY W
ITH
TH
E M
AN
U
AL O
N
U N
IFO
R
M
TR
AFFIC
C
O N
TR
O
L D
EVIC
ES FO
R
STR
EETS AN
D H
IG
H
W
AYS, LATEST ED
ITIO
N
17.
TH
ER
E AR
E N O
W
ETLAN
D S W
ITH
IN
200 FEET O
F PR
O
JEC
T SITE. TH
E PR
O
JEC
T R
EC
EIVIN
G
W
ATER
IS
M
ILL C
R
EEK AN
D
IS LO
C
ATED
W
ITH
IN
A H
ALF A M
ILE O
F TH
E PR
O
JEC
T SITE. TH
ER
E AR
E N O
IM
PAIR
ED
STR
EAM
SEG
M
EN
TS W
ITH
IN
O
N E M
ILE O
F TH
E PR
O
JEC
T SITE.
18.
TH
E SO
ILS FO
R
TH
IS SITE AR
E:
ArB - AM
ER
IC
U
S LO
AM
Y SAN
D
. H
YD
R O
LO
G
IC
G
R O
U
P - A, K-FAC
TO
R
- 0.1, T-FAC
TO
R
- 5.
O eB - O
R
AN
G
EBU
R G
LO
AM
Y SAN
D
. H
YD
R O
LO
G
IC
G
R O
U
P - B, K-FAC
TO
R
-0.15 , T-FAC
TO
R
- 5.
19.
TH
E PR
O
PER
TY SH
O W
N H
ER
EO
N
IS LO
C
ATED
O N
M
AP N
O . 13261C
0162C O
F TH
E FEM
A FLO
O
D
IN
SU
R
AN
C
E R
ATE M
AP
C
O
VER
IN
G
ZO
N
E X, EFFEC
TIVE D
ATE: 9/11/2009, AN
D
SH
O
W
S TH
IS
PR
O
PER
TY IS N
O
T LO
C
ATED
IN
A D
ESIG
N
ATED
FLO
O
D
H
AZAR
D
AR
EA.
D s1
D s2
D s4D u
Sd1
SAN
ITAR
Y SEW
ER
1.
ALL SAN
ITAR
Y SEW
ER
LIN
ES TO
BE IN
STALLED
PER
C
ITY O
F AM
ER
IC
U
S SPEC
IFIC
ATIO
N
S.
2.
ALL SAN
ITAR
Y M
AN
H
O
LES TO
BE C
O
R
ED
AN
D
R U
BBER
BO
O T W
ITH
TH
E IN
STALLATIO
N O
F N
EW
SAN
ITAR
Y AN
D
EXISTIN
G
SAN
ITAR
Y SEW
ER
LIN
ES.
3.
ALL C
O N
VEN
TIO
N
ALLY IN
STALLED
SAN
ITAR
Y SEW
ER
PIPE SH
ALL M
EET TH
E R
EQ
U
IR
EM
EN
TS O
F ASTM
C
-3034, SD
R
-35, AN
D H
AVE A M
IN
IM
U
M C
O
VER
O
F 36" FR
O M
FIN
ISH
ED
G
R
AD
E.
4.
ALL O
TH
ER
SAN
ITAR
Y SEW
ER
SH
ALL BE SD
R 17 H
D
PE.
5.
TH
E C O
N
TR
AC
TO
R M
U
ST BE R
ESPO
N
SIBLE FO
R
PR
EPAR
IN
G
A BY-PASS PLAN
FO
R
EXISTIN
G
SEW
AG
E
FLO
W
S. TH
IS PLAN
M U
ST BE APPR
O
VED
BY TH
E O W
N
ER
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7.
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O
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1.
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TR
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TO
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2.
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C
. SH
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D
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3575 Macon Rd., Suite 15 Columbus, GA 31907 Ph: (706) 565-5985 Fax: (706) 565-5983 columbus@emc-eng.com www.emc-eng.comENVIRONMENTAL
CIVIL
MARINE
ALBANY • ATLANTA • AUGUSTA • BRUNSWICK • COLUMBUS
SAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINS
DATENO. REVISION DESCRIPTIONOVERALL EXISTING CONDITIONS AND DEMOLITION PLAN
800 GEORGIA SOUTHWESTERN STATE UNIVERSITY DRIVE
AMERICUS, SUMTER COUNTY, GEORGIA
SEWER LINE UPGRADE - MAIN CAMPUS
GEORGIA SOUTHWESTERN STATE UNIVERSITY
21-7029 C
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SH
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3.
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TR
AC
TO
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SH
ALL PR
O
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EQ
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S AS R
EQ
U
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AD
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TH
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4.
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BY TH
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N
TR
AC
TO
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BY TH
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5.
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6.
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IN
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PR
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VIC
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TER
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S TO
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7.
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9.
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N
O
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TILITY N
O
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1.
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C
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N
S O F U
N D
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R O
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D U
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O
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4.
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SH
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TO
EN
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AVAILABLE D
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IN
G
TH
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STR
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N
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G
EN
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AL N
O
TES:
1.
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PILED
FR
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PR
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BY EM
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IN
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IN
G
SER
VIC
ES, IN
C . D
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JU
LY 1, 2021.
2.
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IN
TER
VAL SH
O W
N
IS 1 FO
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3.
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TH
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SH
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IN
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G S O
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O
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IN
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TH
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M
AN
N
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, AR
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IN
VESTIG
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N
S AN
D
AR
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TO
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D
IC
ATIVE O
F AC
TU
AL C
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D
ITIO
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4.
U
N D
ER
G
R O
U N
D U
TILITY IN
FO
R M
ATIO
N
SH
O
W N
H
ER
EO
N
IS BASED
O
N G
R O
U N
D M
AR
KIN
G S
BY O
TH
ER
S.
N O
C
ER
TIFIC
ATIO
N
IS M
AD
E AS TO
TH
E AC
C U
R
AC
Y O R
C O
M
PLETEN
ESS O
F TH
IS IN
FO
R M
ATIO
N
. VISIBLE
EVID
EN
C
E O F U
TILITY STR
U
C
TU
R
ES O
BSER
VED
D U
R
IN
G
TH
E C O
U R
SE O
F TH
E FIELD
SU
R
VEY IS SH
O W
N H
ER
EO
N
5.
TH
ER
E AR
E N O
W
ETLAN
D S O
R
STATE W
ATER
S W
ITH
IN
200 FEET O
F PR
O
JEC
T SITE. TH
E PR
O
JEC
T R
EC
EIVIN
G W
ATER
D
R
AIN
S IN
TO
A TR
IBU
TAR
Y O
F M
ILL C
R
EEK W
H
IC
H D
R
AIN
S IN
TO
LAKE JEN
N
IFER
TH
EN
M
ILL C
R
EEK. TH
ER
E AR
E N
O
IM
PAIR
ED
STR
EAM
SEG
M
EN
TS W
ITH
IN
O N
E M
ILE O
F TH
E PR
O
JEC
T SITE.
ER
O
SIO
N
N O
TES:
1.
C O
N
TR
AC
TO
R
SH
ALL KEEP AD
JAC
EN
T PAVEM
EN
T, PR
O
PER
TIES, AN
D
STR
EETS FR
EE O
F M
U D
, SILT AN
D
D
EBR
IS TH
R
O U
G H
O U
T C O
N
STR
U C
TIO
N
C O
N
TR
AC
TO
R
SH
ALL IN
STALL AN
D M
AIN
TAIN
ALL R
EQ
U
IR
ED
ER
O
SIO
N
AN
D
SED
IM
EN
TATIO
N
C O
N
TR
O L M
EASU
R
ES AS PER
TH
E G
EO
R G
IA ER
O
SIO
N
AN
D
SED
IM
EN
TATIO
N
AC
T AN
D
TH
E LO
C
AL ISSU
IN
G
AU
TH
O R
ITY U
N
TIL FIN
AL STABILIZATIO
N H
AS BEEN
AC
H
IEVED
. R
EFER
TO
TH
E ER
O
SIO
N
C O
N
TR
O L N
O
TES AN
D D
ETAILS.
2.
C
O N
TR
AC
TO
R
SH
ALL BE R
ESPO
N
SIBLE FO
R
VER
IFYIN
G
TH
E ABO
VE G
R O
U N
D
AN
D U
N D
ER
G
R O
U N
D
LO
C
ATIO
N O
F ALL U
TILITIES IN
C
LU
D
IN
G
BU
T, N O
T LIM
ITED
TO
W
ATER
, STO
R M
SEW
ER
, SAN
ITAR
Y SEW
ER
PO
W
ER
, G
AS, FIBER
O
PTIC
C
ABLE AN
D
TELEPH
O N
E. U
TILITIES SH
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N O
N
TH
ESE PLAN
S AR
E FO
R
TH
E
C O
N
TR
AC
TO
R 'S C
O N
VEN
IEN
C E O
N
LY. EM
C
EN
G
IN
EER
IN
G
SER
VIC
ES ASSU
M
ES N
O R
ESPO
N
SIBILITY IN
VER
IFYIN
G
TH
ESE U
TILITY LO
C
ATIO
N
S. C O
N
TR
AC
TO
R
IS SO
LELY R
ESPO
N
SIBLE FO
R D
AM
AG
E TO
AN
Y
EXISTIN
G U
TILITIES W
H
ETH
ER
O R
N O
T TH
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E SH
O
W N
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TH
E PLAN
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ALL BEFO
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E YO
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1-800-282-7411.
3.
C
O N
TR
AC
TO
R
SH
ALL BE SO
LELY R
ESPO
N
SIBLE FO
R
TH
E C O
O R
D
IN
ATIO
N
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ELO
C
ATIO
N
AN
D
ASSO
C
IATED
C O
STS FO
R
TH
E R
EM
O
VAL AN
D
/O R
R
ELO
C
ATIO
N O
F ALL O
VER
H
EAD
AN
D
U N
D
ER
G R
O U
N D
U
TILITIES.
4.
R
EFER
TO
TH
E ER
O
SIO
N C
O N
TR
O
L PLAN
, C
LEAR
IN
G
FO
R
TH
E LIM
ITS O
F D
ISTU
R
BAN
C
E. TH
IS IS
APPR
O
XIM
ATE AN
D
SH
O
U
LD
BE FIELD
VER
IFIED
W
ITH
EM
C
EN
G
IN
EER
IN
G
SER
VIC
ES. 1-706-565-5985.
5.
ER
O
SIO
N C
O N
TR
O
L M
EASU
R
ES, BO
TH
TEM
PO
R
AR
Y AN
D
PER
M
AN
EN
T, AR
E TH
E R
ESPO
N
SIBILITY O
F TH
E C
O N
TR
AC
TO
R
. TH
E C
O N
TR
AC
TO
R
IS TO
R
EFER
TO
TH
E G
R
ASSIN
G C
H
AR
T AN
D
D
ETAILS IN
TH
IS PAC
KAG
E
FO
R
FU
R
TH
ER
IN
FO
R M
ATIO
N
. R
EFER
TO
TH
E ER
O
SIO
N
C O
N
TR
O
L PLAN
S AN
D
TH
E SO
IL ER
O
SIO
N
AN
D
SED
IM
EN
TATIO
N C
O N
TR
O
L N O
TES AN
D
STAN
D
AR
D
D R
AW
IN
G
S FO
R
PER
M
AN
EN
T VEG
ETATIO
N
D
ESIG
N
AN
D D
ETAILS AN
D
SEASO
N
AL SEED
IN
G C
H
AR
T.
6.
TH
E C O
N
TR
AC
TO
R
IS SO
LELY R
ESPO
N
SIBLE FO
R H
AU
LIN
G O
F D
EBR
IS AN
D
M
ATER
IALS R
EM
O
VED
D U
R
IN
G D
EM
O
LITIO
N
. TH
IS M
ATER
IAL SH
ALL BE H
AU
LED
TO
AN
APPR
O
VED
, LIC
EN
SED
LAN
D
FILL. C
O N
TR
AC
TO
R
IS
TO
STO
C
K PILE TO
PSO
IL AS SH
O
W N
O N
TH
E ER
O
SIO
N C
O N
TR
O
L PLAN
, C
LEAR
IN
G O
R G
R
AD
IN
G
SH
EET AN
D
IN
STALL TEM
PO
R
AR
Y STABILIZATIO
N
M
EASU
R
ES U
N
TIL TO
PSO
IL IS N
EED
ED
TO
FILL G
R
ASS AN
D
PLAN
TIN
G
BED
S TO
TH
E FIN
ISH
ED
G R
AD
ES AS SPEC
IFIED
O
N
TH
E PLAN
S. ALL TR
EES TH
AT H
AVE A M
AR
KETABLE
VALU
E SH
ALL BE SALVAG
ED
. C
O N
TR
AC
TO
R
SH
ALL C
O O
R D
IN
ATE W
ITH
O
W N
ER
AS TO
TH
E TR
EES TO
BE
R
ELO
C
ATED
O R
SO
LD
FLO
O
D C
ER
TIFIC
ATE:
1.
TH
E PR
O
PER
TY SH
O
W N
H
ER
EO
N
IS SH
O
W N
O N
TH
E FEM
A FLO
O
D
IN
SU
R
AN
C
E R
ATE M
AP C
O
VER
IN
G
SU
M
TER
C O
U N
TY, G
EO
R G
IA, C
O
M M
U N
ITY PAN
EL N
O . 113261C
0162C
AN
D
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O
T SH
O W
N
TO
BE IN
A FLO
O D
H
AZAR
D
AR
EA.
R
ENG
IN
E
ER
REGISTERED
*GEO
R G
IA*
N
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
M H
TO
P:398.99
IE IN
(W ):391.68
IE O
U
T(E):391.62
M H
TO
P:397.02
IE IN
(N W
):393.66
IE O
U T(E):393.76
349 LF 10" SD
R
-17 H D
PE @
0.68%
245 LF 10" SDR-17 HDPE @
0.49%
LIM
ITS O
F D
ISTU
R
BAN
C
ES,
TYPIC
AL 5 FT x 30 FT AR
EA
(150 SF)
LIM
ITS O
F D
ISTU
R
BAN
C
ES,
TYPIC
AL 5 FT x 30 FT AR
EA
(150 SF)
LIM
ITS O
F D
ISTU
R
BAN
C
ES,
TYPIC
AL 5 FT x 30 FT AR
EA
(150 SF)
LIM
ITS O
F D
IS
TYPIC
AL 5 FT
(±225 SF)
M H
TO
P:397.01
IE O
U
T(SE):394.87
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
M H
5 (BU
R
IED
204 LF 10" SD
R
-17 H D
PE
98 LF 10" SDR-17 HDPE
LIM
ITS O
F D
ISTU
R
BAN
C
ES,
TYPIC
AL 5 FT x 284 FT AR
EA
(1,420 SF)
LIM
ITS O
F D
ISTU
R
BAN
C
ES,
TYPIC
AL 5 FT x 360 FT AR
EA
(1,800 SF)
BEG
IN
Alignm ent
SAN
ITAR
Y SEW
ER
LIN
E:
STA:10+00.00
N
:747661.411 E:2280291.904
R
EPLAC
E ±360 LF (TO
TAL) O
F 6" SEW
ER
LATER
AL W
ITH
A M
IN
IM
U M
SLO
PE O
F 1%
R
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F 6" SEW
ER
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AL W
ITH
A M
IN
IM
U M
SLO
PE O
F 1%
MATCH LINE STA: 18+50
ELEVATION
SAN
ITAR
Y SEW
ER
LIN
E PR
O
FILE
H O
R
Z SC
ALE: 1" =20'
VER
T SC
ALE: 1" =5'
10+00 11+00
12+00 13+00
14+00 15+00
16+00 17+00
18+00
349 LF 10" SD
R
-17 H D
PE @
0.68%
98 LF 10" SD
R
-17 H D
PE @
0.68%
245 LF 10" SD
R
-17 H D
PE @
0.49%
M H
TO
P:397.02
IE IN
(N W
):393.66
IE O
U T(E):393.76
M H
TO
P:397.01
IE O
U
T(SE):394.87
M H
TO
P:398.99
IE IN
(W ):391.68
IE O
U
T(E):391.62
M H
5 (BU
R
IED
SH
EET
O F
Prepared for:
SU
R
VEY D
ATE:
SERVICES, INC.
EMC ENGINEERING
SC
ALE:
D
ATE:
PR
O
JEC
T N
O
SU
R
VEYED
BY:
C H
EC
KED
BY:
D
ESIG
N
ED
BY:
D
R
AW
N
BY:
G R
APH
IC
SC
ALE: 1" =
0'
3575 Macon Rd., Suite 15 Columbus, GA 31907 Ph: (706) 565-5985 Fax: (706) 565-5983 columbus@emc-eng.com www.emc-eng.comENVIRONMENTAL
CIVIL
MARINE
ALBANY • ATLANTA • AUGUSTA • BRUNSWICK • COLUMBUS
SAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINS
DATENO. REVISION DESCRIPTIONPLAN AND PROFILE VIEW
800 GEORGIA SOUTHWESTERN STATE UNIVERSITY DRIVE
AMERICUS, SUMTER COUNTY, GEORGIA
SEWER LINE UPGRADE - MAIN CAMPUS
GEORGIA SOUTHWESTERN STATE UNIVERSITY
21-7029 C
D S
C
EB
EM
C
7/1/2021 C
EB
1" = 30'
5/28/2024
C
30' 30'
30'
15'
R
N O
TE:
1.
TH
E C
O N
TR
AC
TO
R
SH
ALL BE R
ESPO
N
SIBLE FO
R
BU
ILD
IN
G
N
EW
IN
VER
TS IN
ALL
M
AN
H O
LES TH
R
O U
G H
O U
T TH
E PR
O
JEC
T.
2.
TH
E C O
N
TR
AC
TO
R
SH
ALL BE R
ESPO
N
SIBLE FO
R M
AKIN
G
ALL EXISTIN
G
SEW
ER
LATER
AL
C O
N N
EC
TIO
N
S IN
TH
E M
AN
H
O
LES.
3.
C
O N
TR
AC
TO
R
SH
ALL R
EM
O
VE AN
Y SEW
AG
E AN
D
SH
ALL C
LEAN
TH
E IN
TER
IO
R O
F TH
E
EXISTIN
G
SAN
ITAR
Y SEW
ER
M
AN
H O
LES PER
C
O N
STR
U
C
TIO
N
SPEC
IFIC
ATIO
N
S. AN
Y R
O O
T IN
TR
U
SIO
N
SH
ALL BE R
EM
O
VED
FR
O
M
TH
E IN
TER
IO
R
O
F TH
E M
AN
H O
LES. VO
ID
S, C
R
AC
KS, AN
D
STR
U
C
TU
R
AL M
ASO
N
R Y D
EFEC
TS SH
ALL BE PATC
H
ED
AN
D R
EPAIR
ED
IN
AC
C O
R D
AN
C
E W
ITH
TH
E C
O N
STR
U
C
TIO
N
SPEC
IFIC
ATIO
N
S. A TO
P C O
ATIN
G
O F
ELASTO
M
ETR
IC
PO
LYU
R
ETH
AN
E SH
ALL BE APPLIED
PER
M
AN
U
FAC
TU
R
ES'
R
EQ
U
IR
EM
EN
TS IN
ALL EXISTIN
G
M
AN
H O
LES.
4.
TH
E C O
N
TR
AC
TO
R M
U
ST BE R
ESPO
N
SIBLE FO
R
PR
EPAR
IN
G
A BY-PASS PLAN
FO
R
EXISTIN
G
SEW
AG
E FLO
W
S. TH
IS PLAN
M
U
ST BE APPR
O
VED
BY TH
E O
W N
ER
AN
D
EN
G
IN
EER
PR
IO
R
TO
C O
N
STR
U C
TIO
N
5.
TH
E C O
N
TR
AC
TO
R W
ILL BE PR
O
VID
ED
A LAY-D
O
W N
AR
EA O
N
SITE FO
R
TH
E D U
R
ATIO
N O
F
TH
E C O
N
STR
U C
TIO
N
PR
O
JEC
T. IT SH
ALL BE TH
E C
O N
TR
AC
TO
R
'S R
ESPO
N
SIBILITY TO
R
ESTO
R
E TH
IS AR
EA TO
PR
E-C
O N
STR
U
C
TIO
N C
O N
D
ITIO
N S O
N C
E C O
N
STR
U C
TIO
N
H
AS
BEEN
C
O M
PLETED
6.
TH
E C O
N
TR
AC
TO
R
SH
ALL BE R
ESPO
N
SIBLE FO
R R
ESTO
R
IN
G
ALL PAVEM
EN
T AR
EAS AN
D
LAN
D
SC
APE AR
EAS TO
PR
E-C
O N
STR
U
C
TIO
N C
O N
D
ITIO
N S.
7.
IT SH
ALL BE TH
E C
O N
TR
AC
TO
R
'S R
ESPO
N
SIBILITY TO
PR
O
VID
E AN
Y AN
D
ALL TEM
PO
R
AR
Y
TR
AFFIC
C
O N
TR
O
L IN
TH
E C O
N
STR
U C
TIO
N
AR
EA.
8.
TH
E C O
N
TR
AC
TO
R
IS R
ESPO
N
SIBLE FO
R
R
ESTO
R
IN
G
TH
E C O
N
STR
U C
TIO
N
AR
EA TO
PR
E-C
O N
STR
U
C
ITO
N C
O N
D
ITIO
N
S TO
IN
C
LU
D
E BU
T N
O
T LIM
ITED
TO
ASPH
ALT C
O N
C R
ETE,
STR
IPIN
G
, C U
R B & G
U
TTER
, AN
D
LAN
D
SC
APIN
G M
ATER
IAL.
ENG
IN
E
ER
REGISTERED
*GEO
R G
IA*
N
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
16+00
17+00
18+00
19+00 20+00
21+00
22+00 22+03
EN
D
Alignm ent
SAN
ITAR
Y SEW
ER
LIN
E:
STA:22+03.17
N
:747531.738 E:2281443.497
M H
TO
P:383.45
IE IN
(N W
):370.50
M H
TO
P:382.94
IE IN
(W ):372.52
IE O
U
T(SE):370.81
M H
TO
P:398.99
IE IN
(W ):391.68
IE O
U
T(E):391.62
36 LF 10" PVC
SD
R -35 @
0.87%
273 LF 10" SD
R
-17 H D
PE @
5.22%
349 LF 10" SD
R
-17 H D
PE @
0.68%
LIM
ITS O
F D
ISTU
R
BAN
C
ES,
TYPIC
AL 5 FT x 30 FT AR
EA
(150 SF)
LIM
ITS O
F D
ISTU
R
BAN
C
ES,
TYPIC
AL 5 FT x 70 FT AR
EA
(350 SF)
LIM
ITS O
F D
ISTU
R
BAN
C
ES,
TYPIC
AL 5 FT x 30 FT AR
EA
(150 SF)
LIM
ITS O
F D
ISTU
R
BAN
C
ES,
TYPIC
AL 5 FT x 45 FT AR
EA
(±225 SF)
M H
TO
P:394.49
IE IN
(W ):389.24
IE O
U
T(E):386.74
MATCH LINE STA: 18+50ELEVATION
SAN
ITAR
Y SEW
ER
LIN
E PR
O
FILE
H O
R
Z SC
ALE: 1" =20'
VER
T SC
ALE: 1" =5'
18+50 19+00
20+00 21+00
22+00
36 LF 10" PVC
SD
R -35 @
0.87%
273 LF 10" SD
R
-17 H D
PE @
5.22%
M H
TO
P:383.45
IE IN
(N W
):370.50
M H
TO
P:382.94
IE IN
(W ):372.52
IE O
U
T(SE):370.81
M H
TO
P:394.49
IE IN
(W ):389.24
IE O
U
T(E):386.74
SH
EET
O F
Prepared for:
SU
R
VEY D
ATE:
SERVICES, INC.
EMC ENGINEERING
SC
ALE:
D
ATE:
PR
O
JEC
T N
O
SU
R
VEYED
BY:
C H
EC
KED
BY:
D
ESIG
N
ED
BY:
D
R
AW
N
BY:
G R
APH
IC
SC
ALE: 1" =
0'
3575 Macon Rd., Suite 15 Columbus, GA 31907 Ph: (706) 565-5985 Fax: (706) 565-5983 columbus@emc-eng.com www.emc-eng.comENVIRONMENTAL
CIVIL
MARINE
ALBANY • ATLANTA • AUGUSTA • BRUNSWICK • COLUMBUS
SAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINS
DATENO. REVISION DESCRIPTIONPLAN AND PROFILE VIEW
800 GEORGIA SOUTHWESTERN STATE UNIVERSITY DRIVE
AMERICUS, SUMTER COUNTY, GEORGIA
SEWER LINE UPGRADE - MAIN CAMPUS
GEORGIA SOUTHWESTERN STATE UNIVERSITY
21-7029 C
D S
C
EB
EM
C
7/1/2021 C
EB
1" = 30'
5/28/2024
C
30' 30'
30'
15'
R
N O
TE:
1.
TH
E C
O N
TR
AC
TO
R
SH
ALL BE R
ESPO
N
SIBLE FO
R
BU
ILD
IN
G
N
EW
IN
VER
TS IN
ALL
M
AN
H O
LES TH
R
O U
G H
O U
T TH
E PR
O
JEC
T.
2.
TH
E C O
N
TR
AC
TO
R
SH
ALL BE R
ESPO
N
SIBLE FO
R M
AKIN
G
ALL EXISTIN
G
SEW
ER
LATER
AL
C O
N N
EC
TIO
N
S IN
TH
E M
AN
H
O
LES.
3.
C
O N
TR
AC
TO
R
SH
ALL R
EM
O
VE AN
Y SEW
AG
E AN
D
SH
ALL C
LEAN
TH
E IN
TER
IO
R O
F TH
E
EXISTIN
G
SAN
ITAR
Y SEW
ER
M
AN
H O
LES PER
C
O N
STR
U
C
TIO
N
SPEC
IFIC
ATIO
N
S. AN
Y R
O O
T IN
TR
U
SIO
N
SH
ALL BE R
EM
O
VED
FR
O
M
TH
E IN
TER
IO
R
O
F TH
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AN
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LES. VO
ID
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R
AC
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TU
R
AL M
ASO
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TS SH
ALL BE PATC
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AN
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ED
IN
AC
C O
R D
AN
C
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ITH
TH
E C
O N
STR
U
C
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IFIC
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N
S. A TO
P C O
ATIN
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ELASTO
M
ETR
IC
PO
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ETH
AN
E SH
ALL BE APPLIED
PER
M
AN
U
FAC
TU
R
ES'
R
EQ
U
IR
EM
EN
TS IN
ALL EXISTIN
G
M
AN
H O
LES.
4.
TH
E C O
N
TR
AC
TO
R M
U
ST BE R
ESPO
N
SIBLE FO
R
PR
EPAR
IN
G
A BY-PASS PLAN
FO
R
EXISTIN
G
SEW
AG
E FLO
W
S. TH
IS PLAN
M
U
ST BE APPR
O
VED
BY TH
E O
W N
ER
AN
D
EN
G
IN
EER
PR
IO
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TO
C
O N
STR
U
C
TIO
N
5.
TH
E C O
N
TR
AC
TO
R W
ILL BE PR
O
VID
ED
A LAY-D
O
W N
AR
EA O
N
SITE FO
R
TH
E D U
R
ATIO
N O
F
TH
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N
STR
U C
TIO
N
PR
O
JEC
T. IT SH
ALL BE TH
E C
O N
TR
AC
TO
R
'S R
ESPO
N
SIBILITY TO
R
ESTO
R
E TH
IS AR
EA TO
PR
E-C
O N
STR
U
C
TIO
N C
O N
D
ITIO
N S O
N C
E C O
N
STR
U C
TIO
N
H
AS
BEEN
C
O M
PLETED
6.
TH
E C O
N
TR
AC
TO
R
SH
ALL BE R
ESPO
N
SIBLE FO
R R
ESTO
R
IN
G
ALL PAVEM
EN
T AR
EAS AN
D
LAN
D
SC
APE AR
EAS TO
PR
E-C
O N
STR
U
C
TIO
N C
O N
D
ITIO
N S.
7.
IT SH
ALL BE TH
E C
O N
TR
AC
TO
R
'S R
ESPO
N
SIBILITY TO
PR
O
VID
E AN
Y AN
D
ALL TEM
PO
R
AR
Y
TR
AFFIC
C
O N
TR
O
L IN
TH
E C O
N
STR
U C
TIO
N
AR
EA.
8.
TH
E C O
N
TR
AC
TO
R
IS R
ESPO
N
SIBLE FO
R
R
ESTO
R
IN
G
TH
E C O
N
STR
U C
TIO
N
AR
EA TO
PR
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STR
U
C
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N C
O N
D
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N
S TO
IN
C
LU
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TO
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STR
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, C U
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, AN
D
LAN
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SC
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ENG
IN
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ER
REGISTERED
*GEO
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IA*
N
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Prepared for:
SU
R
VEY D
ATE:
SERVICES, INC.
EMC ENGINEERING
SC
ALE:
D
ATE:
PR
O
JEC
T N
O
SU
R
VEYED
BY:
C H
EC
KED
BY:
D
ESIG
N
ED
BY:
D
R
AW
N BY: 3575 Macon Rd., Suite 15
Columbus, GA 31907 Ph: (706) 565-5985 Fax: (706) 565-5983 columbus@emc-eng.com www.emc-eng.comENVIRONMENTAL
CIVIL
MARINE
ALBANY • ATLANTA • AUGUSTA • BRUNSWICK • COLUMBUS
SAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINS
DATENO. REVISION DESCRIPTIONCONSTRUCTION DETAILS
800 GEORGIA SOUTHWESTERN STATE UNIVERSITY DRIVE
AMERICUS, SUMTER COUNTY, GEORGIA
SEWER LINE UPGRADE - MAIN CAMPUS
GEORGIA SOUTHWESTERN STATE UNIVERSITY
21-7029 C
D S
C
EB
EM
C
7/1/2021 C
EB
N
O
SC
ALE
5/28/2024
C
ENG
IN
E
ER
REGISTERED
*GEO
R G
IA*
N
o. PE31208
5/28/2024
PIPE C
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STAN
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SAN
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24" STAN
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1 1/4"
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1 1/4"
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SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
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SS
SS
SS
SS
SS
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10+00
11+00
12+00
13+00
14+00
15+00
16+00
17+00
18+00
19+00
X
XX
XX
X
X X
X X
X
XX
XX
X
X
XX
XX
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Sd1
Sd1
Sd1
±40 LF
±40 LF
±40 LF
±4
M H
TO
P:398.99
IE IN
(W ):391.68
IE O
U
T(E):391.62
M H
TO
P:397.02
IE IN
(N W
):393.66
IE O
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349 LF 10" SD
R
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0.68%
245 LF 10" SDR-17 HDPE @
0.49%
LIM
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F D
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BAN
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AL 5 FT x 30 FT AR
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(150 SF)
LIM
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LIM
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(150 SF)
LIM
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M H
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SS
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LIM
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BAN
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TYPIC
AL 5 FT x 284 FT AR
EA
(1,420 SF)
LIM
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F D
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R
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TYPIC
AL 5 FT x 360 FT AR
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(1,800 SF)
X
XX
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BEG
IN
Alignm ent
SAN
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ER
LIN
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STA:10+00.00
N
:747661.411 E:2280291.904
S
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ITH
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MATCH LINE STA: 18+50
SH
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Prepared for:
SU
R
VEY D
ATE:
SERVICES, INC.
EMC ENGINEERING
SC
ALE:
D
ATE:
PR
O
JEC
T N
O
SU
R
VEYED
BY:
C H
EC
KED
BY:
D
ESIG
N
ED
BY:
D
R
AW
N
BY:
G R
APH
IC
SC
ALE: 1" =
0'
3575 Macon Rd., Suite 15 Columbus, GA 31907 Ph: (706) 565-5985 Fax: (706) 565-5983 columbus@emc-eng.com www.emc-eng.comENVIRONMENTAL
CIVIL
MARINE
ALBANY • ATLANTA • AUGUSTA • BRUNSWICK • COLUMBUS
SAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINS
DATENO. REVISION DESCRIPTIONEROSION CONTROL PLAN
800 GEORGIA SOUTHWESTERN STATE UNIVERSITY DRIVE
AMERICUS, SUMTER COUNTY, GEORGIA
SEWER LINE UPGRADE - MAIN CAMPUS
GEORGIA SOUTHWESTERN STATE UNIVERSITY
21-7029 C
D S
C
EB
EM
C
7/1/2021 C
EB
1" = 30'
5/28/2024
C
30' 30'
30'
15'
G
SW
C C
G
EO
R G
IA SO
IL AN
D W
ATER
C
O N
SER
VATIO
N C
O M
M
ISSIO
N
C hristopher E. Brazell
Level II C ertified D esign Professional
C
ER
TIFIC
ATIO
N N
U M
BER
0000017298
ISSU
ED
04/03/2022 EXPIR
ES 04/03/2025
ER
O
SIO
N
C O
N
TR
O L N
O
TES:
1.
TH
E TO
TAL D
ISTU
R
BED
AR
EA FO
R
TH
IS PR
O
JEC
T IS 0.1 AC
R
ES.
2.
TH
E ESC
APE O
F SED
IM
EN
T FR
O M
TH
E SITE SH
ALL BE PR
EVEN
TED
BY TH
E IN
STALLATIO
N O
F ER
O
SIO
N
AN
D
SED
IM
EN
TATIO
N C
O N
TR
O
L M
EASU
R
ES
AN
D
PR
AC
TIC
ES PR
IO
R
TO
, O
R C
O N
C U
R R
EN
T W
ITH
, LAN
D D
ISTU
R
BIN
G
AC
TIVITIES.
3.
ER
O
SIO
N C
O N
TR
O
L M
EASU
R
ES W
ILL BE M
AIN
TAIN
ED
AT ALL TIM
ES. IF FU
LL IM
PLEM
EN
TATIO
N O
F TH
E APPR
O
VED
PLAN
D
O
ES N
O
T PR
O
VID
E FO
R
EFFEC
TIVE ER
O
SIO
N C
O N
TR
O
L, AD
D
ITIO
N
AL ER
O
SIO
N
AN
D
SED
IM
EN
T C
O N
TR
O
L M
EASU
R
ES W
ILL BE IM
PLEM
EN
TED
TO
C
O N
TR
O
L O R
TR
EAT TH
E
SED
IM
EN
T SO
U
R C
E.
4.
AN
Y D
ISTU
R
BED
AR
EA LEFT EXPO
SED
FO
R
A PER
IO
D
G R
EATER
TH
AN
14 D
AYS SH
ALL BE STABILIZED
W
ITH
M U
LC
H
O R
TEM
PO
R
AR
Y SEED
IN
G
5.
W
H
ER
E PO
SSIBLE, C
O N
TR
AC
TO
R
IS TO
STABILIZE D
ISTU
R
BED
G
R O
U N
D
IM
M
ED
IATELY U
PO
N C
O
VER
IN
G
IN
STALLED
PIPE.
6.
AN
Y R
EVISIO
N
S TO
TH
E BM
P PLAN
AFTER
FIN
AL APPR
O
VAL O
R D
U R
IN
G
C O
N
STR
U C
TIO
N
W H
IC
H
EFFEC
TS A H
YD
R
AU
LIC
C O
M
PO
N
EN
T M U
ST BE
C
ER
TIFIED
BY TH
E D
ESIG
N
PR
O
FESSIO
N
AL.
7.
"I C
ER
TIFY U
N D
ER
PEN
ALTY O
F LAW
TH
AT TH
IS PLAN
W
AS PR
EPAR
ED
AFTER
A SITE VISIT TO
TH
E LO
C
ATIO
N
S D
ESC
R
IBED
H
ER
EIN
BY M
YSELF O
R
M
Y AU
TH
O
R
IZED
AG
EN
T, U N
D
ER
M Y D
IR
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T SU
PER
VISIO
N
C H
R
ISTO
PH
ER
E. BR
AZELL, PE
G
SW
C C
LEVEL II C
ER
TIFIED
D
ESIG
N
PR
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FESSIO
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AL N
0.: 17298
U
TILITY N
O
TES:
1.
TH
E LO
C
ATIO
N
S O F U
N D
ER
G
R O
U N
D U
TILITIES AS SH
O
W N
H
ER
EO
N
AR
E BASED
O N
ABO
VE-G
R O
U N
D
STR
U C
TU
R
ES AN
D
R
EC
O R
D D
R
AW
IN
G
SPR
O
VID
ED
BY TH
E SU
R
VEYO
R
. LO
C
ATIO
N S O
F U N
D
ER
G R
O U
N D
U
TILITIES / STR
U C
TU
R
ES M
AY VAR
Y FR
O
M
LO
C
ATIO
N
S SH
O W
N H
ER
EO
N
2.
U
N D
ER
G
R O
U N
D U
TILITIES / STR
U
C
TU
R
ES M
AY BE EN
C
O U
N
TER
ED
. N
O
EXC
AVATIO
N
S W
ER
E M
AD
E D U
R
IN
G
TH
E PR
O
G R
ESS O
F TH
IS SU
R
VEY TO
LO
C
ATE BU
R
IED
U
TILITIES / STR
U C
TU
R
ES.
3.
BEFO
R
E EXC
AVATIO
N
S AR
E BEG
U N
, G
IVE TH
R
EE W
O R
KIN
G
D
AYS N
O
TIC
E TO
TH
E U
TILITIES PR
O
TEC
TIO
N
C
EN
TER
AT 1-800-282-7411 PR
IO
R
TO
AN
Y
EXC
AVATIO
N
IN
O
R D
ER
TH
AT U
N
D
ER
G R
O U
N D
U
TILITIES M
AY BE LO
C
ATED
AN
D
PR
O
TEC
TED
G
EN
ER
AL N
O
TES:
1.
SU
R
VEY C
O M
PLETED
BY EM
C
EN
G
IN
EER
IN
G
SER
VIC
ES, IN
C . D
ATED
BAC
K TO
JU
LY 1, 2021.
2.
C
O N
TO
U
R
IN
TER
VAL SH
O W
N
IS 1 FO
O T.
3.
TH
E D
ATA, TO
G
ETH
ER
W
ITH
ALL O
TH
ER
IN
FO
R M
ATIO
N
SH
O
W N
O N
TH
ESE PLAN
S, O R
IN
AN
Y W
AY IN
D
IC
ATED
TH
ER
EBY, W
H
ETH
ER
BY D
R
AW
IN
G
S O R
N O
TES, O
R
IN
AN
Y O
TH
ER
M
AN
N
ER
, AR
E BASED
U
PO
N
FIELD
IN
VESTIG
ATIO
N
S AN
D
AR
E BELIEVED
TO
BE IN
D
IC
ATIVE O
F AC
TU
AL C
O
N D
ITIO
N
S.
H
O W
EVER
, TH
E SAM
E AR
E SH
O
W N
AS IN
FO
R M
ATIO
N
O N
LY, AR
E N
O T G
U
AR
AN
TEED
AN
D
D O
N O
T BIN
D
TH
E EN
G
IN
EER
IN
AN
Y W
AY.
4.
U
N D
ER
G
R O
U N
D U
TILITY IN
FO
R M
ATIO
N
SH
O
W N
H
ER
EO
N
IS BASED
O
N G
R O
U N
D M
AR
KIN
G S
BY O
TH
ER
S. N
O C
ER
TIFIC
ATIO
N
IS M
AD
E AS TO
TH
E
AC
C U
R
AC
Y O R
C O
M
PLETEN
ESS O
F TH
IS IN
FO
R M
ATIO
N
. VISIBLE EVID
EN
C E O
F U
TILITY STR
U C
TU
R
ES O
BSER
VED
D
U R
IN
G
TH
E C
O U
R
SE O
F TH
E FIELD
SU
R
VEY IS SH
O
W N
H
ER
EO
N
5.
TH
ER
E AR
E N O
KN
O
W N
ZO
N
IN
G
C O
N D
ITIO
N
S FO
R
TH
IS PR
O
PER
TY.
6.
TH
ER
E AR
E N O
W
ETLAN
D S O
R
STATE W
ATER
S W
ITH
IN
200 FEET O
F PR
O
JEC
T SITE. TH
E PR
O
JEC
T R
EC
EIVIN
G
W
ATER
D R
AIN
S IN
TO
A TR
IBU
TAR
Y O F
M
ILL C
R
EEK W
H
IC
H D
R
AIN
S IN
TO
LAKE JEN
N
IFER
TH
EN
M
ILL C
R
EEK. TH
ER
E AR
E N
O
IM
PAIR
ED
STR
EAM
SEG
M
EN
TS W
ITH
IN
O N
E M
ILE O
F TH
E
PR
O
JEC
T SITE.
***TH
IS SH
EET FO
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ER
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N
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TR
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IM
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AG
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AG
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TH
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E SED
IM
EN
T W
ILL BE TR
APPED
U
SIN
G
STO
R
AG
E ALO
N
G
TH
E SILT FEN
C
E TH
AT R
U N
S
ALO
N G
PO
R
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N
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F TH
E PER
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SED
IM
EN
T C
O N
TR
O
L C
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U
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EQ
U
IR
EM
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67 C U
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D
S PER
D
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R
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AC
R
E D
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R
ES
R
EQ
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IR
ED
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IM
EN
T STO
R
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.Y.
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IM
EN
T STO
R
AG
E AT SILT FEN
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.F. = 11.5 C .Y.
C H
EC
K STO
R
AG
E PR
O
VID
ED
> STO
R
AG
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EQ
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IR
ED
: 11.5 C .Y. > 6.7 C
.Y. TH
ER
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R
E
SED
IM
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T STO
R
AG
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EQ
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IR
EM
EN
T IS M
ET
G R
AD
E
S = 3:1 M
AX
VEG
ETATIVE M
EASU
R
ES AN
D
STR
U
C
TU
R
AL PR
AC
TIC
ES
ER
O
SIO
N
C O
N
TR
O L M
EASU
R
ES - IN
ITIAL PH
ASE:
1.
D s1 SH
ALL BE PLAC
ED
IN
ALL D
ISTU
R
BED
AR
EAS W
ITH
IN
PR
O
PO
SED
C O
N
STR
U C
TIO
N
LIM
ITS.
2.
D s2 SH
ALL BE PLAC
ED
IN
ALL D
ISTU
R
BED
AR
EAS W
ITH
IN
PR
O
PO
SED
C O
N
STR
U C
TIO
N
LIM
ITS.
ER
O
SIO
N
C O
N
TR
O L M
EASU
R
ES - IN
TER
M
ED
IATE PH
ASE:
3.
C
O N
TR
AC
TO
R
IS TO
M
AIN
TAIN
AN
D
C
LEAN
O U
T ALL TEM
PO
R
AR
Y ER
O
SIO
N
C O
N
TR
O L D
EVIC
ES AS R
EQ
U
IR
ED
4.
C
O N
TR
AC
TO
R
TO
U
TILIZE D
U
ST C
O
N
TR
O L M
EASU
R
ES, TEM
PO
R
AR
Y SED
IM
EN
T STABILIZATIO
N
AN
D O
TH
ER
ER
O
SIO
N
C O
N
TR
O L M
EASU
R
ES AS N
EED
ED
ER
O
SIO
N
C O
N
TR
O L M
EASU
R
ES - FIN
AL PH
ASE:
5.
D s4 SH
ALL BE PLAC
ED
IN
ALL D
ISTU
R
BED
AR
EAS W
ITH
IN
PR
O
PO
SED
C O
N
STR
U C
TIO
N
LIM
ITS.
6.
C
O N
TR
AC
TO
R
IS TO
R
EM
O
VE ALL TEM
PO
R
AR
Y ER
O
SIO
N
C O
N
TR
O L D
EVIC
ES U
PO
N
FIN
AL STABILIZATIO
N
R
D s1
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IN
G
TEM
PO
R
AR
Y PR
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TIO
N
FO
R
D
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R
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AR
EAS W
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ER
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AY N
O
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G
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C
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VER
W
ITH
FAST G
R
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IN
G
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IN
G S O
N D
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R
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TEM
P
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D s4
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XX
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Sd1
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M
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IE IN
(N
W ):370.50
M H
TO
P:382.94
IE IN
(W ):372.52
IE O
U
T(SE):370.81
M H
TO
P:398.99
IE IN
(W ):391.68
IE O
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T(E):391.62
36 LF 10" PVC
SD
R -35 @
0.87%
273 LF 10" SD
R
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349 LF 10" SD
R
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LIM
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LIM
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IE IN
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IE O
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X X
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MATCH LINE STA: 18+50
SH
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Prepared for:
SU
R
VEY D
ATE:
SERVICES, INC.
EMC ENGINEERING
SC
ALE:
D
ATE:
PR
O
JEC
T N
O
SU
R
VEYED
BY:
C H
EC
KED
BY:
D
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BY:
D
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BY:
G R
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SC
ALE: 1" =
0'
3575 Macon Rd., Suite 15 Columbus, GA 31907 Ph: (706) 565-5985 Fax: (706) 565-5983 columbus@emc-eng.com www.emc-eng.comENVIRONMENTAL
CIVIL
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800 GEORGIA SOUTHWESTERN STATE UNIVERSITY DRIVE
AMERICUS, SUMTER COUNTY, GEORGIA
SEWER LINE UPGRADE - MAIN CAMPUS
GEORGIA SOUTHWESTERN STATE UNIVERSITY
21-7029 C
D S
C
EB
EM
C
7/1/2021 C
EB
1" = 30'
5/28/2024
C
30' 30'
30'
15'
G
SW
C C
G
EO
R G
IA SO
IL AN
D W
ATER
C
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C hristopher E. Brazell
Level II C ertified D esign Professional
C
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TIFIC
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N N
U M
BER
0000017298
ISSU
ED
04/03/2022 EXPIR
ES 04/03/2025
U
TILITY N
O
TES:
1.
TH
E LO
C
ATIO
N
S O F U
N D
ER
G
R O
U N
D U
TILITIES AS SH
O
W N
H
ER
EO
N
AR
E BASED
O N
ABO
VE-G
R O
U N
D
STR
U C
TU
R
ES AN
D
R
EC
O R
D D
R
AW
IN
G
SPR
O
VID
ED
BY TH
E SU
R
VEYO
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. LO
C
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N S O
F U N
D
ER
G R
O U
N D
U
TILITIES / STR
U C
TU
R
ES M
AY VAR
Y FR
O
M
LO
C
ATIO
N
S SH
O W
N H
ER
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N
2.
U
N D
ER
G
R O
U N
D U
TILITIES / STR
U
C
TU
R
ES M
AY BE EN
C
O U
N
TER
ED
. N
O
EXC
AVATIO
N
S W
ER
E M
AD
E D U
R
IN
G
TH
E PR
O
G R
ESS O
F TH
IS SU
R
VEY TO
LO
C
ATE BU
R
IED
U
TILITIES / STR
U C
TU
R
ES.
3.
BEFO
R
E EXC
AVATIO
N
S AR
E BEG
U N
, G
IVE TH
R
EE W
O R
KIN
G
D
AYS N
O
TIC
E TO
TH
E U
TILITIES PR
O
TEC
TIO
N
C
EN
TER
AT 1-800-282-7411 PR
IO
R
TO
AN
Y
EXC
AVATIO
N
IN
O
R D
ER
TH
AT U
N
D
ER
G R
O U
N D
U
TILITIES M
AY BE LO
C
ATED
AN
D
PR
O
TEC
TED
G
EN
ER
AL N
O
TES:
1.
SU
R
VEY C
O M
PLETED
BY EM
C
EN
G
IN
EER
IN
G
SER
VIC
ES, IN
C . D
ATED
BAC
K TO
JU
LY 1, 2021.
2.
C
O N
TO
U
R
IN
TER
VAL SH
O W
N
IS 1 FO
O T.
3.
TH
E D
ATA, TO
G
ETH
ER
W
ITH
ALL O
TH
ER
IN
FO
R M
ATIO
N
SH
O
W N
O N
TH
ESE PLAN
S, O R
IN
AN
Y W
AY IN
D
IC
ATED
TH
ER
EBY, W
H
ETH
ER
BY D
R
AW
IN
G
S O R
N O
TES, O
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IN
AN
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TH
ER
M
AN
N
ER
, AR
E BASED
U
PO
N
FIELD
IN
VESTIG
ATIO
N
S AN
D
AR
E BELIEVED
TO
BE IN
D
IC
ATIVE O
F AC
TU
AL C
O
N D
ITIO
N
S.
H
O W
EVER
, TH
E SAM
E AR
E SH
O
W N
AS IN
FO
R M
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N
O N
LY, AR
E N
O T G
U
AR
AN
TEED
AN
D
D O
N O
T BIN
D
TH
E EN
G
IN
EER
IN
AN
Y W
AY.
4.
U
N D
ER
G
R O
U N
D U
TILITY IN
FO
R M
ATIO
N
SH
O
W N
H
ER
EO
N
IS BASED
O
N G
R O
U N
D M
AR
KIN
G S
BY O
TH
ER
S. N
O C
ER
TIFIC
ATIO
N
IS M
AD
E AS TO
TH
E
AC
C U
R
AC
Y O R
C O
M
PLETEN
ESS O
F TH
IS IN
FO
R M
ATIO
N
. VISIBLE EVID
EN
C E O
F U
TILITY STR
U C
TU
R
ES O
BSER
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D
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IN
G
TH
E C
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R
SE O
F TH
E FIELD
SU
R
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O
W N
H
ER
EO
N
5.
TH
ER
E AR
E N O
KN
O
W N
ZO
N
IN
G
C O
N D
ITIO
N
S FO
R
TH
IS PR
O
PER
TY.
6.
TH
ER
E AR
E N O
W
ETLAN
D S O
R
STATE W
ATER
S W
ITH
IN
200 FEET O
F PR
O
JEC
T SITE. TH
E PR
O
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T R
EC
EIVIN
G
W
ATER
D R
AIN
S IN
TO
A TR
IBU
TAR
Y O F
M
ILL C
R
EEK W
H
IC
H D
R
AIN
S IN
TO
LAKE JEN
N
IFER
TH
EN
M
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EEK. TH
ER
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IM
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ED
STR
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SEG
M
EN
TS W
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IN
O N
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F TH
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PR
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***TH
IS SH
EET FO
R
ER
O
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N
C O
N
TR
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SU
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ES O
N
LY***
SED
IM
EN
T STO
R
AG
E N O
TE:
TH
E R
EQ
U
IR
ED
SED
IM
EN
T STO
R
AG
E FO
R
TH
E D
ISTU
R
BED
AR
EA O
F 0.1 AC
R
ES IS 6.7 C
Y.
TH
E SED
IM
EN
T W
ILL BE TR
APPED
U
SIN
G
STO
R
AG
E ALO
N
G
TH
E SILT FEN
C
E TH
AT R
U N
S
ALO
N G
PO
R
TIO
N
S O
F TH
E PER
IM
ETER
SED
IM
EN
T C
O N
TR
O
L C
ALC
U
LATIO
N R
EQ
U
IR
EM
EN
TS:
67 C U
BIC
YAR
D
S PER
D
ISTU
R
BED
AC
R
E D
ISTU
R
BED
AC
R
EAG
E: 0.1 AC
R
ES
R
EQ
U
IR
ED
SED
IM
EN
T STO
R
AG
E: 0.1 * 67 C .Y. = 6.7 C
.Y.
SED
IM
EN
T STO
R
AG
E AT SILT FEN
C E: 0.5 x 213' x 1.17' x 2.5' = 312 C
.F. = 11.5 C .Y.
C H
EC
K STO
R
AG
E PR
O
VID
ED
> STO
R
AG
E R
EQ
U
IR
ED
: 11.5 C .Y. > 6.7 C
.Y. TH
ER
EFO
R
E
SED
IM
EN
T STO
R
AG
E R
EQ
U
IR
EM
EN
T IS M
ET
G R
AD
E
S = 3:1 M
AX
VEG
ETATIVE M
EASU
R
ES AN
D
STR
U
C
TU
R
AL PR
AC
TIC
ES
ER
O
SIO
N
C O
N
TR
O L M
EASU
R
ES - IN
ITIAL PH
ASE:
1.
D s1 SH
ALL BE PLAC
ED
IN
ALL D
ISTU
R
BED
AR
EAS W
ITH
IN
PR
O
PO
SED
C O
N
STR
U C
TIO
N
LIM
ITS.
2.
D s2 SH
ALL BE PLAC
ED
IN
ALL D
ISTU
R
BED
AR
EAS W
ITH
IN
PR
O
PO
SED
C O
N
STR
U C
TIO
N
LIM
ITS.
ER
O
SIO
N
C O
N
TR
O L M
EASU
R
ES - IN
TER
M
ED
IATE PH
ASE:
3.
C
O N
TR
AC
TO
R
IS TO
M
AIN
TAIN
AN
D
C
LEAN
O U
T ALL TEM
PO
R
AR
Y ER
O
SIO
N
C O
N
TR
O L D
EVIC
ES AS R
EQ
U
IR
ED
4.
C
O N
TR
AC
TO
R
TO
U
TILIZE D
U
ST C
O
N
TR
O L M
EASU
R
ES, TEM
PO
R
AR
Y SED
IM
EN
T STABILIZATIO
N
AN
D O
TH
ER
ER
O
SIO
N
C O
N
TR
O L M
EASU
R
ES AS N
EED
ED
ER
O
SIO
N
C O
N
TR
O L M
EASU
R
ES - FIN
AL PH
ASE:
5.
D s4 SH
ALL BE PLAC
ED
IN
ALL D
ISTU
R
BED
AR
EAS W
ITH
IN
PR
O
PO
SED
C O
N
STR
U C
TIO
N
LIM
ITS.
6.
C
O N
TR
AC
TO
R
IS TO
R
EM
O
VE ALL TEM
PO
R
AR
Y ER
O
SIO
N
C O
N
TR
O L D
EVIC
ES U
PO
N
FIN
AL STABILIZATIO
N
D s1
ESTABLISH
IN
G
TEM
PO
R
AR
Y PR
O
TEC
TIO
N
FO
R
D
ISTU
R
BED
AR
EAS W
H
ER
E SEED
LIN
G S M
AY N
O
T H
AVE A SU
ITABLE G
R O
W
IN
G
SEASO
N
TO
PR
O
D U
C
E AN
ER
O
SIO
N
R
ETAR
D
IN
G C
O
VER
D
ISTU
R
BED
AR
EA
STABILIZATIO
N
(W
ITH
M U
LC
H
IN
G
O N
LY)
D s1
D s2
ESTABLISH
IN
G
A TEM
PO
R
AR
Y VEG
ETATIVE
C
O
VER
W
ITH
FAST G
R
O W
IN
G
SEED
IN
G S O
N D
ISTU
R
BED
AR
EAS.
D
ISTU
R
BED
AR
EA
STABILIZATIO
N
(W
ITH
TEM
P
SEED
IN
G
D s2
D s4
A PER
M
AN
EN
T VEG
ETATIVE C
O
VER
U
SIN
G
SO
D S
O N
H
IG
H
LY ER
O D
ABLE O
R
C R
ITIC
ALLY ER
O D
ED
LAN
D S.
D
ISTU
R
BED
AR
EA
STABILIZATIO
N
(SO
D
D
IN
G
D s4
D u
C O
N
TR
O
LLIN
G
SU
R
FAC
E AN
D
AIR
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EN
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F D
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ST O
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STR
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C
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N
SITE, R
O
AD
W
AYS AN
D
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ILAR
SITES.
D U
ST C
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TR
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O N
D
ISTU
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BED
AR
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D u
A BAR
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TO
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T SED
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S, BALES O
F STR
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D
PO
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IM
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5/28/2024
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ESIR
ABLE TR
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O M
IN
JU
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D U
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IN
G C
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STR
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TR
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PR
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(D
EN
O
TE TR
EE
C
EN
TER
S)
Tr
ER
O
SIO
N
C O
N
TR
O L N
O
TES:
1.
TH
E TO
TAL D
ISTU
R
BED
AR
EA FO
R
TH
IS PR
O
JEC
T IS 0.1 AC
R
ES.
2.
TH
E ESC
APE O
F SED
IM
EN
T FR
O M
TH
E SITE SH
ALL BE PR
EVEN
TED
BY TH
E IN
STALLATIO
N O
F ER
O
SIO
N
AN
D
SED
IM
EN
TATIO
N C
O N
TR
O
L M
EASU
R
ES
AN
D
PR
AC
TIC
ES PR
IO
R
TO
, O
R C
O N
C U
R R
EN
T W
ITH
, LAN
D D
ISTU
R
BIN
G
AC
TIVITIES.
3.
ER
O
SIO
N C
O N
TR
O
L M
EASU
R
ES W
ILL BE M
AIN
TAIN
ED
AT ALL TIM
ES. IF FU
LL IM
PLEM
EN
TATIO
N O
F TH
E APPR
O
VED
PLAN
D
O
ES N
O
T PR
O
VID
E FO
R
EFFEC
TIVE ER
O
SIO
N C
O N
TR
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L, AD
D
ITIO
N
AL ER
O
SIO
N
AN
D
SED
IM
EN
T C
O N
TR
O
L M
EASU
R
ES W
ILL BE IM
PLEM
EN
TED
TO
C
O N
TR
O
L O R
TR
EAT TH
E
SED
IM
EN
T SO
U
R C
E.
4.
AN
Y D
ISTU
R
BED
AR
EA LEFT EXPO
SED
FO
R
A PER
IO
D
G R
EATER
TH
AN
14 D
AYS SH
ALL BE STABILIZED
W
ITH
M U
LC
H
O R
TEM
PO
R
AR
Y SEED
IN
G
5.
W
H
ER
E PO
SSIBLE, C
O N
TR
AC
TO
R
IS TO
STABILIZE D
ISTU
R
BED
G
R O
U N
D
IM
M
ED
IATELY U
PO
N C
O
VER
IN
G
IN
STALLED
PIPE.
6.
AN
Y R
EVISIO
N
S TO
TH
E BM
P PLAN
AFTER
FIN
AL APPR
O
VAL O
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IN
G
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TIO
N
W H
IC
H
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M
PO
N
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T M U
ST BE
C
ER
TIFIED
BY TH
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7.
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TIFY U
N D
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PEN
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TH
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W
AS PR
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0.: 17298
O F
Prepared for:
SU
R
VEY D
ATE:
SERVICES, INC.
EMC ENGINEERING
SC
ALE:
D
ATE:
PR
O
JEC
T N
O
SU
R
VEYED
BY:
C H
EC
KED
BY:
D
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N
ED
BY:
D
R
AW
N BY: 3575 Macon Rd., Suite 15
Columbus, GA 31907 Ph: (706) 565-5985 Fax: (706) 565-5983 columbus@emc-eng.com www.emc-eng.comENVIRONMENTAL
CIVIL
MARINE
ALBANY • ATLANTA • AUGUSTA • BRUNSWICK • COLUMBUS
SAVANNAH • STATESBORO • THOMASTON • VALDOSTA • WARNER ROBINS
DATENO. REVISION DESCRIPTIONEROSION DETAILS
800 GEORGIA SOUTHWESTERN STATE UNIVERSITY DRIVE
AMERICUS, SUMTER COUNTY, GEORGIA
SEWER LINE UPGRADE - MAIN CAMPUS
GEORGIA SOUTHWESTERN STATE UNIVERSITY
21-7029 C
D S
C
EB
EM
C
7/1/2021 C
EB
N
O
SC
ALE
5/28/2024
C
TEM
PO
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AR
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VER
SEED
TYPE
SEED
R
ATE
(LBS/AC
PLAN
TIN
G
D
ATES
BR
O
W N
TO
P M
ILLET
APR
.-M
ID
JU
LY
R
YEG
R
ASS
JAN
.-M
ID
APR
., AU
G
-D
EC
W
EEPIN
G
LO
VEG
R
ASS
M
ID
M
AR
.-M
ID
JU
N
E
SU
D
AN
G R
ASS
APR
.-AU
G
PEAR
L M
ILLET
M
ID
APR
.-AU
G
R
YE (SEC
AL C
ER
ALE)
M
ID
AU
G
.-D
EC
BAR
LEY
M
ID
AU
G
.-M
ID
D
EC
W
H
EAT
SEPT.-D
EC
N O
TES:
1.
SPEC
IES LISTED
IN
O
R D
ER
O
F PR
EFER
EN
C
E. C O
N
TR
AC
TO
R M
AY SELEC
T FR
O M
SPEC
IES LISTED
D
EPEN
D
IN
G O
N
PLAN
TIN
G
D
ATE.
2.
SEED
IN
G
R
ATES SH
ALL BE R
ED
U C
ED
BY 50%
W H
EN
D
R
ILLED
3.
FER
TILIZATIO
N R
ATES: 6-12-12 (N
-P-K) 1500 LBS/AC
FO
R
FIR
ST YEAR
C O
O
L AN
D W
AR
M
SEASO
N
G R
ASSES AN
D
LEG
U
M
ES. SEE TABLE 6-5.1 LO
C
ATED
IN
TH
E M
AN
U
AL FO
R
ER
O
SIO
N
AN
D
SED
IM
EN
T C
O N
TR
O
L IN
G
EO
R
G
IA FO
R
SEC
O N
D
YEAR
AN
D
M
AIN
TEN
AN
C
E FER
TILIZATIO
N
R
ATES.
4.
LIM
E APPLIC
ATIO
N
: AG
R
IC
U
LTU
R
AL LIM
E IS R
EQ
U
IR
ED
AT TH
E R
ATE O
F O N
E TO
TW
O
TO
N
S PER
AC
R
E U
N
LESS SO
ILS TESTS IN
D
IC
ATE O
TH
ER
W
ISE. AG
R
IC
U
LTU
R
AL LIM
E SH
ALL BE W
ITH
IN
TH
E
SPEC
IFIC
ATIO
N
S O
F TH
E G
EO
R G
IA D
EPAR
TM
EN
T O
F AG
R
IC
U
LTU
R E.
5.
R
EFER
TO
"M
AN
U
AL FO
R
ER
O
SIO
N
AN
D
SED
IM
EN
T C O
N
TR
O
L IN
G
EO
R G
IA", C
U
R R
EN
T ED
ITIO
N
, FO
R
AD
D
ITIO
N
AL IN
FO
R M
ATIO
N
D
ISTU
R
BED
AR
EA STABILIZATIO
N
(TEM
PO
R
AR
Y SEED
IN
G
D s2 D
ISTU
R
BED
AR
EA STABILIZATIO
N
(W
ITH
SO
D
D
IN
G
D s4
SH
O
O
TS O
R G
R
ASS BLAD
ES: G
R
ASS SH
O
U
LD
BE G
R
EEN
AN
D H
EALTH
Y, M
O W
ED
AT A 2"-3"
C U
TTIN
G
H
EIG
H T.
TH
ATC
H : G
R
ASS C
LIPPIN
G
S AN
D
D
EAD
LEAVES (U
P TO
1/2" TH
IC
K).
R O
O
T ZO
N
E: SO
IL AN
D
R O
O
TS SH
O U
LD
BE
1/2"-3/4" TH
IC
K W
ITH
D
EN
SE R
O
O T M
AT
FO
R
STR
EN
G
TH
SO
D
LAYO
U
T AN
D
PR
EPAR
ATIO
N
D
IR
EC
TIO
N
S FO
R
IN
ITIAL M
AIN
TEN
AN
C E
APPEAR
AN
C E O
F G O
O D
SO
D
1.
R
O
LL SO
D
IM
M
ED
IATELY TO
AC
H
IEVE FIR
M C
O N
TAC
T W
ITH
TH
E
SO
IL.
2.
W
ATER
TO
A D
EPTH
O
F 4" AS N
EED
ED
. W
ATER
W
ELL AS SO
O N
AS
TH
E SO
D
IS LAID
3.
M
O W
W H
EN
TH
E SO
D
IS ESTABLISH
ED
(IN
2-3 W
EEKS) SET TH
E
M O
W
ER
H
EIG
H
T TO
2" -3" BU
TTIN
G
: AN
G
LED
EN
D
S C
AU
SED
BY TH
E AU
TO
M
ATIC
SO
D
C U
TTER
M
U
ST BE M
ATC
H
ED
C
O R
R
EC
TLY.
SO
D
IS TO
BE LAID
O N
4" O
F TO
PSO
IL TH
AT IS FR
EE O
F
TR
ASH
AN
D D
EBR
IS.
LAY SO
D
IN
A STAG
G
ER
ED
PATTER
N
. BU
TT TH
E STR
IPS
TIG
H
TLY AG
AIN
ST EAC
H O
TH
ER
. D O
N O
T LEAVE SPAC
ES
AN
D
D O
N O
T O
VER
LAP. A SH
AR
PEN
ED
M
ASO
N
'S TR
O W
EL
IS A H
AN
D
Y TO
O
L FO
R
TU
C
KIN
G
D O
W N
TH
E EN
D
S AN
D
TR
IM
M
IN
G
PIEC
ES.
IN
C
O R
R
EC
T C
O R
R
EC
T
R
EFER
TO
TH
E G
SW
C C
M
AN
U
AL FO
R
ER
O
SIO
N
AN
D
SED
IM
EN
T C O
N
TR
O L, C U
R R
EN
T ED
ITIO
N
FO
R
AD
D
ITIO
N
AL IN
FO
R M
ATIO
N
SO
D
PLAN
TIN
G R
EQ
U
IR
EM
EN
TS
G R
ASS TYPE
VAR
IETIES
R
ESO
U
R C
E
AR
EA
G
R O
W
IN
G
SEASO
N
BER
M
U D
AG
R
ASS
C O
M M
O N
TIFW
AY
TIFG
R
EEN
TIFLAW
N
M -L, P, C P, C P, C P,C
W
AR
M W
EATH
ER
BAH
IAG
R
ASS
PEN
SAC
O
LA
P, C W
AR
M
W
EATH
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C
EN
TIPED
E
P, C
W
AR
M W
EATH
ER
ST. AU
G
U
STIN
E C
O M
M O
N
BITTER
BLU
E
R
ALEIG
H C
W
AR
M W
EATH
ER
ZO
YSIA
EM
ER
ALD
M
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P, C
W
AR
M W
EATH
ER
TALL FESC
U
E
KEN
TU
C
KY
M
-L, P C
O O
L W
EATH
ER
D
ISTU
R
BED
AR
EA STABILIZATIO
N (W
ITH
SO
D D
IN
G
D s4 FER
TILIZER
R
EQ
U
IR
EM
EN
TS FO
R
SO
D
TYPES O
F
SPEC
IES
PLAN
TIN
G
YEAR
FER
TILIZER
(N -P-K)
R
ATE
(LBS./AC
R
E)
N
ITR
O G
EN
TO
P D
R
ESSIN
G R
ATE
(LBS./AC
R E)
C O
O L
SEASO
N
G R
ASSES
FIR
ST
SEC
O
N D
M
AIN
TEN
AN
C E
6-12-12 6-12-12
10-10-10
50-100 -30
W
AR
M
SEASO
N G
R
ASSES
FIR
ST
SEC
O
N D
M
AIN
TEN
AN
C E
6-12-12 6-12-12
10-10-10
50-100 50-100
AG
R
IC
U
LTU
R
AL LIM
E SH
O U
LD
BE APPLIED
BASED
O
N
SO
IL TESTS O
R
AT A
R
ATE O
F 1 TO
2 TO
N
S PER
AC
R E.
D U
ST C
O
N
TR
O L O
N D
ISTU
R
BED
AR
EAS
AD
H
ESIVE
AN
IO
IC
ASPH
ALT
EM
U
LSIO
N
LATEX
EM
U
LSIO
N
W
ATER
D
ILU
TIO
N
TYPE O
F
N O
ZZLE
APPLIC
ATIO
N
R
ATE (G
AL/AC
R
ESIN
-IN
W
ATER
EM
U
LSIO
N
7.1*
12 1/2:1*
4:1*
SPR
AY
FIN
E
SPR
AY
FIN
E
SPR
AY
TEM
PO
R
AR
Y M
ETH
O D
S
- M
U
LC
H
ES
- TEM
PO
R
AR
Y VEG
ETATIVE C
O
VER
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AY O
N
AD
H
ESIVES
- TILLAG
E
- IR
R
IG
ATIO
N
- BAR
R
IER
S
- C
ALC
IU
M C
H
LO
R
ID
E
PER
M
AN
EN
T M
ETH
O D
S
PER
M
AN
EN
T VEG
ETATIO
N
TO
PSO
ILIN
G
STO
N E C
O
VER
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SE M
AN
U
FAC
TU
R
ER
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EC
O M
M
EN
D
ATIO
N S W
H
EN
AVAILABLE
C H
EM
IC
AL C
O
N
TR
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D u
N O
TES:
TO
R
ED
U
C E D
U
ST, R
U N
O
FF, ER
O
SIO
N
AN
D
SED
IM
EN
TATIO
N
. TO
C
O N
SER
VE M
O
ISTU
R E
AN
D
PR
EVEN
T SU
R
FAC
E C
O M
PAC
TIO
N
AN
D C
R U
STIN
G
AN
D
C O
N
TR
O L U
N D
ESIR
ABLE
VEG
ETATIO
N
TH
E C
O N
TR
AC
TO
R
IS TO
APPLY STR
AW
O
R H
AY U
N
IFO
R
M
LY AS SH
O W
N
BY TH
E TABLE
BELO
W
BY H
AN
D
O R
M
EC
H
AN
IC
AL EQ
U
IPM
EN
T AN
D
AN
C H
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BY PR
ESSIN
G
IN
TO
TH
E
SO
IL O
R
U
SIN
G N
ETTIN
G
TH
IS IS A TEM
PO
R
AR
Y M
EASU
R
E O F C
O
VER
APPLIED
TO
TH
E SO
IL SU
R
FAC
E FO
R A
PER
IO
D O
F SIX (6) M
O
N
TH
S O R
LESS W
H
EN
SEED
IN
G
IS N
O
T PR
AC
TIC
AL.
M U
LC
H
O N
SLO
PES G
R
EATER
TH
AN
3%
SH
O U
LD
BE AN
C H
O R
ED
W
ITH
EM
U
LSIFIED
ASPH
ALT (G
R
AD
E AE-5 O
R
SS-1) O
R
O
TH
ER
SU
ITABLE TAC
KIFIER
W O
O D
W
ASTE O
N
SLO
PES G
R
EATER
TH
AN
3:1 D
O N
O T N
EED
AN
C H
O R
IN
G
M U
LC
H
SH
O
U
LD
BE APPLIED
TO
ALL D
ISTU
R
BED
AR
EAS LEFT IN
AC
TIVE FO
R
FO
U R
TEEN
D
AYS.
SEE M
AN
U
FAC
TU
R
ER
'S
R
EC
O M
M
EN
D
ATIO
N S
G
EO
TEXILES, JU
TE
M
ATTIN
G , N
ETTIN
G
, ETC
SEC
U
R E W
ITH
SO
IL,
AN
C H
O R
S, W
EIG
H
TS
PO
LYETH
LEN
E FILM
2" TO
3"
W
O O
D W
ASTE, C
H
IPS,
SAW
D U
ST, BAR
K
D
EPTH
R
ATE
M
ATER
IAL M
U
LC
H
IN
G
APPLIC
ATIO
N R
EQ
U
IR
EM
EN
TS
STR
AW
O R
H
AY
2" TO
4"
M
AIN
TEN
AN
C E N
O
TE:
AD
D
M U
LC
H
AS N
EED
ED
TO
M
AIN
TAIN
TH
E SU
G
G
ESTED
D
EPTH
IF O
R
G
AN
IC
M
U
LC
H
IS TO
BE LEFT AN
D
IN
C
O R
PO
R
ATED
IN
TO
TH
E SO
IL, APPLY 20-30
PO
U
N D
S O F N
ITR
O
G
EN
IN
AD
D
ITIO
N
TO
TH
E FER
TILIZER
R
EQ
U
IR
ED
FO
R
VEG
ETATIO
N
D
ISTU
R
BED
AR
EA STABILIZATIO
N (W
ITH
M
U
LC
H
IN
G
D s1
ENG
IN
E
ER
REGISTERED
*GEO
R G
IA*
N
o. PE31208
5/28/2024
PLAN
C R
O
SS-SEC
TIO
N
M
IN
. 4'
N O
TES:
1.
R
AD
IU
S O
F TR
EE PR
O
TEC
TIO
N
FEN
C
IN
G
SH
ALL BE 1.5 TIM
ES TH
E D
BH
O
F TH
E TR
EE IN
FEET. (IE. TH
E PR
O
TEC
TIO
N
ZO
N E O
F A 4" D
BH
TR
EE IS 4 x 1.5 = 6 FT)
2.
U
SE TR
EN
C H
ER
(I.E. D
ITC
H
W H
IC
H
) TO
C
U T A 4"-5" W
X 18" D
TR
EN
C
H
ALO
N G
D R
IP LIN
E
(LIM
IT O
F C
LEAR
IN
G
) AN
D
BAC
KFILL W
ITH
SAN
D
AN
D
LIG
H
TLY C
O M
PAC
T.
3.
SPAC
E STAKES AT IN
TER
VALS SU
FFIC
IEN
T TO
M
AIN
TAIN
ALL FEN
C
IN
G O
U T O
F D R
IP LIN
E
O R
AS SH
O
W N
BY EN
G
IN
EER
(SET STAKES N
O
G R
EATER
TH
AN
6 FEET O
N C
EN
TER
-R
EBAR
IS N
O
T TO
BE U
SED
FO
R
STAKES).
4.
M
AIN
TAIN
FEN
C
E BY R
EPAIR
IN
G
AN
D
/O R
R
EPLAC
IN
G
D
AM
AG
ED
FEN
C
E. D O
N O
T R
EM
O
VE
FEN
C
IN
G
PR
IO
R
TO
LAN
D
SC
APIN
G O
PER
ATIO
N S.
5.
D
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