W912HN-18-R-3002_AMD6_V2.PDF
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- Construction of a Standard Design Access Control Point (ACP), Project Number 70677, Ft. Gordon, GA
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- W912HN18R3002
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Drawings Vol 2 Amd 6
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| 18R3002vol1.PDF | ||
| amd7.pdf | ||
| W912HN-18-R-3002_AMD6_V1.PDF | ||
| 18R3002vol3.PDF | ||
| 18R3002vol1.PDF | ||
| W912HN-18-R-3002_AMD6_V3.PDF | ||
| amd6.pdf | ||
| 18R3002vol2.PDF | ||
| amd5.pdf | ||
| W912HN-18-R-3002_AMD5_V1.PDF | ||
| W912HN-18-R-3002_AMD5_V3.PDF | ||
| 18R3002vol1.PDF | ||
| 18R3002vol3.PDF | ||
| 18R3002vol1.PDF | ||
| W912HN-18-R-3002_AMD4_V2.pdf | ||
| W912HN-18-R-3002_AMD4_V3.pdf | ||
| amd4.pdf | ||
| 18R3002vol3.PDF | ||
| W912HN-18-R-3002_AMD4_V1.pdf | ||
| 18R3002vol2.PDF | ||
| amd3.pdf | ||
| 18R3002vol1.PDF | ||
| 18R3002vol1.PDF | ||
| amd2.pdf | ||
| W912HN18R3002_Amd_0001.pdf | ||
| 18R3002vol1.PDF | ||
| amd1.pdf | ||
| W912HN-18-R-3002_V3.pdf | ||
| 18R3002vol3.PDF | ||
| W912HN-18-R-3000_V2B.PDF | ||
| W912HN-18-R-3000_V2A.PDF | ||
| W912HN-18-R-3002_V1.pdf | ||
| 18R3002vol1.PDF | ||
| W912HN-18-R-3000_V2C.PDF | ||
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US Army Corps of Engineers ®
SHEET ID
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ISSUED FOR CONSTRUCTION
CE104C GATE 6 ACCESS ROAD STA. 117+00.00 TO 122+50.00 FT. GORDON OUTBOUND LANES STA. 13+00.00
TO STA. 20+00.00 FINAL EROSION & SEDIMENT CONTROL PLAN
CE105C GATE 6 ACCESS ROAD STA. 122+50 TO 127+75 FT. GORDON OUTBOUND LANES STA. 20+00 TO STA.
25+50 FINAL EROSION & SEDIMENT CONTROL PLAN
CE106C GATE 6 ACCESS ROAD STA. 127+75 TO 133+00 FT. GORDON OUTBOUND LANES STA. 25+50 TO STA.
31+00 FINAL EROSION & SEDIMENT CONTROL PLAN
CE107C GATE 6 ACCESS ROAD STA. 133+00 TO 139+25 FT. GORDON OUTBOUND LANES STA. 31+00 TO STA.
36+50 FINAL EROSION & SEDIMENT CONTROL PLAN
CE108C GATE 6 ACCESS ROAD STA. 139+25 TO 145+75 FT. GORDON OUTBOUND LANES STA. 36+50 TO STA.
41+67.10 FINAL EROSION & SEDIMENT CONTROL PLAN
CE109C GATE 6 ACCESS ROAD STA. 145+75 TO STA. 152+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE110C GATE 6 ACCESS ROAD STA. 152+75 TO STA. 159+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE111C GATE 6 ACCESS ROAD STA. 159+75 TO STA. 166+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE112C GATE 6 ACCESS ROAD STA. 166+75 TO STA. 173+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE113C GATE 6 ACCESS ROAD STA. 173+75 TO STA. 180+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE114C GATE 6 ACCESS ROAD STA. 180+75 TO STA. 187+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE115C GATE 6 ACCESS ROAD STA. 187+75 TO STA. 194+75 FINAL EROSION & SEDIMENT CONTROL PLAN CE116C GATE 6 ACCESS ROAD STA. 194+75 TO STA. 200+50 FINAL EROSION & SEDIMENT CONTROL PLAN CE117C GATE 6 ACCESS ROAD STA. 200+50 TO STA. 204+28.72 FINAL EROSION & SEDIMENT CONTROL PLAN
CE121C GATE 2 AND GATE 3 FINAL EROSION & SEDIMENT CONTROL PLAN
CE122C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN
CE123C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN
CE124C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN
CE125C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN
CE126C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN
CE127C GORDON HIGHWAY FINAL EROSION & SEDIMENT CONTROL PLAN
CE401 EXTENDED DETENTION BASIN BMP-1 DETAILS PLAN
CE401A EXTENDED DETENTION BASIN BMP-1 DETAILS
CE402 BIO-RETENTION BASIN BMP-2 DETAILS PLAN
CE402A BIO-RETENTION BASIN BMP-2 DETAILS
CE403 BIO-RETENTION BASIN BMP-3 DETAILS PLAN
CE403A BIO-RETENTION BASIN BMP-3 DETAILS
CE404 BIO-RETENTION BASIN BMP-4 DETAILS PLAN
CE404A BIO-RETENTION BASIN BMP-4 DETAILS
CE405 EXTENDED DETENTION BASIN BMP-6 DETAILS PLAN
CE405A EXTENDED DETENTION BASIN BMP-6 DETAILS
CE406 EXPANDING EXISTING BASIN BMP-7 DETAILS PLAN
CE407 GATE 6 ACCESS ROAD IMPROVEMENTS DRAINAGE DETAILS
CE501 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC DETAILS
CE502 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC DETAILS
CE503 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC DETAILS
CE504 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC DETAILS
CE505 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC DETAILS
CE506 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC CHANNEL STABILIZATION DETAILS
C-501 WATER SYSTEM DETAILS
C-502 WATER SYSTEM DETAILS
C-503 WATER SYSTEM DETAILS
C-504 SANITARY SEWER DETAILS
C-505 SANITARY SEWER DETAILS
C-506 CULVERT HEADWALL DETAILS
C-507 STORM DRAIN MANHOLE DETAILS
C-508 STORM DRAINAGE DETAILS
C-509 STORM DRAINAGE DETAILS
C-510 STORM DRAINAGE DETAILS
C-511 FLARED END SECTION DETAILS
C-512 STORM DRAINAGE DETAILS
C-513 STORM DRAINAGE DETAILS
C-514 STORM DRAINAGE DETAILS
C-515 GUARDRAIL DETAILS
C-516 GUARDRAIL DETAILS
C-517 GUARDRAIL DETAILS
C-518 GUARDRAIL DETAILS
C-519 GUARDRAIL DETAILS
C-520 CURB AND GUTTER DETAILS
C-521 ROAD SIGN DETAILS
C-522 PAVEMENT MARKING DETAILS
C-523 PAVEMENT MARKING DETAILS
C-524 PAVEMENT MARKING DETAILS
C-525 PAVEMENT MARKING DETAILS
C-526 PAVEMENT MARKING DETAILS
C-527 PAVEMENT MARKING DETAILS
C-528 RAISED REFLECTIVE MARKERS DETAILS
C-529 PAVEMENT MARKING DETAILS
C-530 CONCRETE PAVEMENT JOINT DETAILS
C-531 PAVEMENT DETAILS
C-532 ACTIVE VEHICLE BARRIER SIGNAGE AND STRIPING LAYOUT
C-533 ACTIVE VEHICLE BARRIER TRAFFIC SIGN AND SIGNAL DETAILS
C-534 ACTIVE VEHICLE BARRIER CONTROL SYSTEMS
C-535 ACTIVE VEHICLE BARRIER CONTROL SYSTEMS
C-536 FENCE AND GATE DETAILS
C-601 TABLES
C-602 TABLES
CE008D HYDROLOGY MAP POST-DEVELOPMENT CHECKLIST #42
CE100 EROSION & SEDIMENT CONTROL OVERALL PLAN INITIAL, INTERMEDIATE, AND FINAL
CE100A EROSION AND SEDIMENT CONTROL HAUL ROUTE PLAN
CE100B EROSION AND SEDIMENT CONTROL HAUL ROUTE PLAN
CE100C EROSION AND SEDIMENT CONTROL HAUL ROUTE PLAN
CE100D EROSION AND SEDIMENT CONTROL HAUL ROUTE PLAN
CE100E EROSION AND SEDIMENT CONTROL HAUL ROUTE PLAN
CE101A GATE 6 ENTRANCE (BY OTHERS) STA. 100+00 TO 105+00 INITIAL EROSION & SEDIMENT CONTROL
PLAN
CE102A GATE 6 ACCESS ROAD (BY OTHERS) STA. 105+00 TO 109+00 GATE 6 ACCESS ROAD STA. 109+00 TO
110+75 INITIAL EROSION & SEDIMENT CONTROL PLAN
CE103A GATE 6 ACCESS ROAD STA. 110+75 TO 117+00 FT. GORDON OUTBOUND LANES STA. 10+00 TO STA.
13+00 INITIAL EROSION & SEDIMENT CONTROL PLAN
CE104A GATE 6 ACCESS ROAD STA. 117+00.00 TO 122+50.00 FT. GORDON OUTBOUND LANES STA. 13+00.00
TO STA. 20+00.00 INITIAL EROSION & SEDIMENT CONTROL PLAN
CE105A GATE 6 ACCESS ROAD STA. 122+50 TO 127+75 FT. GORDON OUTBOUND LANES STA. 20+00 TO STA.
25+50 INITIAL EROSION & SEDIMENT CONTROL PLAN
CE106A GATE 6 ACCESS ROAD STA. 127+75 TO 133+00 FT. GORDON OUTBOUND LANES STA. 25+50 TO STA.
31+00 INITIAL EROSION & SEDIMENT CONTROL PLAN
CE107A GATE 6 ACCESS ROAD STA. 133+00 TO 139+25 FT. GORDON OUTBOUND LANES STA. 31+00 TO STA.
36+50 INITIAL EROSION & SEDIMENT CONTROL PLAN
CE108A GATE 6 ACCESS ROAD STA. 139+25 TO 145+75 FT. GORDON OUTBOUND LANES STA. 36+50 TO STA.
41+67.10 INITIAL EROSION & SEDIMENT CONTROL PLAN
CE109A GATE 6 ACCESS ROAD STA. 145+75 TO STA. 152+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE110A GATE 6 ACCESS ROAD STA. 152+75 TO STA. 159+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE111A GATE 6 ACCESS ROAD STA. 159+75 TO STA. 166+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE112A GATE 6 ACCESS ROAD STA. 166+75 TO STA. 173+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE113A GATE 6 ACCESS ROAD STA. 173+75 TO STA. 180+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE114A GATE 6 ACCESS ROAD STA. 180+75 TO STA. 187+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE115A GATE 6 ACCESS ROAD STA. 187+75 TO STA. 194+75 INITIAL EROSION & SEDIMENT CONTROL PLAN CE116A GATE 6 ACCESS ROAD STA. 194+75 TO STA. 200+50 INITIAL EROSION & SEDIMENT CONTROL PLAN CE117A GATE 6 ACCESS ROAD STA. 200+50 TO STA. 204+28.72 INITIAL EROSION & SEDIMENT CONTROL
PLAN
CE121A GATE 3 INITIAL EROSION AND SEDIMENT CONTROL PLAN
CE122A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN
CE123A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN
CE124A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN
CE125A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN
CE126A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN
CE127A GORDON HIGHWAY INITIAL EROSION & SEDIMENT CONTROL PLAN
CE101B GATE 6 ENTRANCE (BY OTHERS) STA. 100+00 TO 105+00 INTERMEDIATE EROSION & SEDIMENT
CONTROL PLAN
CE102B GATE 6 ACCESS ROAD (BY OTHERS) STA. 105+00 TO 109+00 GATE 6 ACCESS ROAD STA. 109+00 TO
110+75 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE103B GATE 6 ACCESS ROAD STA. 110+75 TO 117+00 FT. GORDON OUTBOUND LANES STA. 10+00 TO STA.
13+00 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE104B GATE 6 ACCESS ROAD STA. 117+00.00 TO 122+50.00 FT. GORDON OUTBOUND LANES STA. 13+00.00
TO STA. 20+00.00 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE105B GATE 6 ACCESS ROAD STA. 122+50 TO 127+75 FT. GORDON OUTBOUND LANES STA. 20+00 TO STA.
25+50 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE106B GATE 6 ACCESS ROAD STA. 127+75 TO 133+00 FT. GORDON OUTBOUND LANES STA. 25+50 TO STA.
31+00 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE107B GATE 6 ACCESS ROAD STA. 133+00 TO 139+25 FT. GORDON OUTBOUND LANES STA. 31+00 TO STA.
36+50 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE108B GATE 6 ACCESS ROAD STA. 139+25 TO 145+75 FT. GORDON OUTBOUND LANES STA. 36+50 TO STA.
41+67.10 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE109B GATE 6 ACCESS ROAD STA. 145+75 TO STA. 152+75 INTERMEDIATE EROSION & SEDIMENT
CONTROL PLAN
CE110B GATE 6 ACCESS ROAD STA. 152+75 TO STA. 159+75 INTERMEDIATE EROSION & SEDIMENT
CONTROL PLAN
CE111B GATE 6 ACCESS ROAD STA. 159+75 TO STA. 166+75 INTERMEDIATE EROSION & SEDIMENT
CONTROL PLAN
CE112B GATE 6 ACCESS ROAD STA. 166+75 TO STA. 173+75 INTERMEDIATE EROSION & SEDIMENT
CONTROL PLAN
CE113B GATE 6 ACCESS ROAD STA. 173+75 TO STA. 180+75 INTERMEDIATE EROSION & SEDIMENT
CONTROL PLAN
CE114B GATE 6 ACCESS ROAD STA. 180+75 TO STA. 187+75 INTERMEDIATE EROSION & SEDIMENT
CONTROL PLAN
CE115B GATE 6 ACCESS ROAD STA. 187+75 TO STA. 194+75 INTERMEDIATE EROSION & SEDIMENT
CONTROL PLAN
CE116B GATE 6 ACCESS ROAD STA. 194+75 TO STA. 200+50 INTERMEDIATE EROSION & SEDIMENT
CONTROL PLAN
CE117B GATE 6 ACCESS ROAD STA. 200+50 TO STA. 204+28.72 INTERMEDIATE EROSION & SEDIMENT
CONTROL PLAN
CE121B GATE 2 AND GATE 3 INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE122B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE123B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE124B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE125B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE126B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE127B GORDON HIGHWAY INTERMEDIATE EROSION & SEDIMENT CONTROL PLAN
CE101C GATE 6 ENTRANCE (BY OTHERS) STA. 100+00 TO 105+00 FINAL EROSION & SEDIMENT CONTROL
PLAN
CE102C GATE 6 ACCESS ROAD (BY OTHERS) STA. 105+00 TO 109+00 GATE 6 ACCESS ROAD STA. 109+00 TO
110+75 FINAL EROSION & SEDIMENT CONTROL PLAN
CE103C GATE 6 ACCESS ROAD STA. 110+75 TO 117+00 FT. GORDON OUTBOUND LANES STA. 10+00 TO STA.
13+00 FINAL EROSION & SEDIMENT CONTROL PLAN
CIVIL
CU100 OVERALL UTILITY PLAN
CU101 UTILITY PLAN
CU102 UTILITY PLAN
CU103 UTILITY PLAN
CU104 UTILITY PLAN
CU105 UTILITY PLAN
CU106 UTILITY PLAN
CU107 UTILITY PLAN
CU108 UTILITY PLAN
CU109 UTILITY PLAN
CU110 UTILITY PLAN
CU111 UTILITY PLAN
CU112 UTILITY PLAN
CU113 UTILITY PLAN
CU114 UTILITY PLAN
CU115 UTILITY PLAN
CU116 UTILITY PLAN
CU117 UTILITY PLAN
CU122 UTILITY PLAN
CU123 UTILITY PLAN
CU124 UTILITY PLAN
CU125 UTILITY PLAN
CU126 UTILITY PLAN
CU127 UTILITY PLAN
CU201 WATER LINE PROFILE
CU202 WATER LINE PROFILE
CU203 WATER LINE PROFILE
CU204 WATER LINE PROFILE
CU205 WATER LINE PROFILE
CU206 WATER LINE PROFILE
CU207 WATER LINE PROFILE
CU208 WATER LINE PROFILE
CU209 WATER LINE PROFILE
CU210 WATER LINE PROFILE
CU211 WATER LINE PROFILE
CU212 WATER LINE PROFILE
CU213 WATER LINE PROFILE
CU214 WATER LINE PROFILE
CU215 WATER LINE PROFILE
CU216 WATER LINE PROFILE
CU217 WATER LINE PROFILE
CU218 SANITARY SEWER PROFILES
CU219 SANITARY SEWER PROFILES
CU220 STORM DRAIN PROFILES
CU221 STORM DRAIN PROFILES
CU222 STORM DRAIN PROFILES
CU223 STORM DRAIN PROFILES
CU224 STORM DRAIN PROFILES
CU225 STORM DRAIN PROFILES
CU226 STORM DRAIN PROFILES
CU227 STORM DRAIN PROFILES
CU228 STORM DRAIN PROFILES
CU229 STORM DRAIN PROFILES
CU230 STORM DRAIN PROFILES
CU231 STORM DRAIN PROFILES
CU232 STORM DRAIN PROFILES
CE001 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC COVER SHEET, INDEX, CERTIFICATIONS
CE002 GATE 6 ACCESS ROAD IMPROVEMENTS ESPC PLAN CHECKLIST
CE003 GATE 6 ACCESS ROAD IMPROVEMENTS PROJECT NOTES
CE004 GATE 6 ACCESS ROAD IMPROVEMENTS FT. GORDON POLLUTION PREVENTION NOTES
CE005 GATE 6 ACCESS ROAD IMPROVEMENTS NPDES PERMIT REQUIREMENTS
CE006A SOILS MAP CHECKLIST #46
CE006B SOILS MAP CHECKLIST #46
CE007A HYDROLOGY MAP PRE-DEVELOPMENT CHECKLIST #42
CE007B HYDROLOGY MAP PRE-DEVELOPMENT CHECKLIST #42
CE007C HYDROLOGY MAP PRE-DEVELOPMENT CHECKLIST #42
CE007D HYDROLOGY MAP PRE-DEVELOPMENT CHECKLIST #42
CE008A HYDROLOGY MAP POST-DEVELOPMENT CHECKLIST #42
CE008B HYDROLOGY MAP POST-DEVELOPMENT CHECKLIST #42
CE008C HYDROLOGY MAP POST-DEVELOPMENT CHECKLIST #42
INDEX OF DRAWINGS
SHEET ID SHEET TITLE
INDEX OF DRAWINGS
SHEET ID SHEET TITLE
INDEX OF DRAWINGS
SHEET ID SHEET TITLE
INDEX OF DRAWINGS
SHEET ID SHEET TITLE
GENERAL
G-001 COVER SHEET - VOLUME 1
G-002 LOCATION & VICINITY MAP
G-003 INDEX OF DRAWINGS - VOLUME 1
G-004 INDEX OF DRAWINGS - VOLUME 1 CONTINUED
G-005 INDEX OF DRAWINGS - VOLUME 2
G-005A INDEX OF DRAWINGS - VOLUME 2 CONTINUED
G-006 INDEX OF DRAWINGS - VOLUME 3
G-007 SITE KEY PLAN
G-008 ABBREVIATIONS
G-009 LEGEND AND SYMBOLOGY
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US Army Corps of Engineers ®
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ISSUED FOR CONSTRUCTION
INDEX OF DRAWINGS
SHEET ID SHEET TITLE
INDEX OF DRAWINGS
SHEET ID SHEET TITLE
LANDSCAPE
LP001 GENERAL LANDSCAPE NOTES
LP101 STATION 117-122 LANDSCAPE PLAN
LP102 STATION 122-127 LANDSCAPE PLAN
LP103 STATION 127-133 LANDSCAPE PLAN
LP501 GATE 6 ACCESS ROAD LANDSCAPE DETAILS
TELECOM SITE
TS001 TELECOMMUNICATIONS SITE LEGEND
TS100 OVERALL TELECOMMUNICATIONS SITE PLAN
TS105 TELECOMMUNICATIONS SITE PLAN
TS106 TELECOMMUNICATIONS SITE PLAN
TS107 TELECOMMUNICATIONS SITE PLAN
TS108 TELECOMMUNICATIONS SITE PLAN
TS109 TELECOMMUNICATIONS SITE PLAN
TS110 TELECOMMUNICATIONS SITE PLAN
TS111 TELECOMMUNICATIONS SITE PLAN
TS112 TELECOMMUNICATIONS SITE PLAN
TS113 TELECOMMUNICATIONS SITE PLAN
TS114 TELECOMMUNICATIONS SITE PLAN
TS115 TELECOMMUNICATIONS SITE PLAN
TS116 TELECOMMUNICATIONS SITE PLAN
TS117 TELECOMMUNICATIONS SITE PLAN
TS118 TELECOMMUNICATIONS SITE PLAN
TS119 TELECOMMUNICATIONS SITE PLAN
TS120 TELECOMMUNICATIONS SITE PLAN
TS501 TELECOMMUNICATIONS SITE DETAILS
TS502 TELECOM MANHOLE BUTTERFLY DETAILS
TS601 TELECOM RISER DIAGRAMS
ELECTRICAL SITE
ES001 ELECTRICAL LEGEND
ES002 ELECTRICAL LEGEND
ES100 OVERALL ELECTRICAL PLAN
ES101 ELECTRICAL PLAN
ES102 ELECTRICAL PLAN
ES103 ELECTRICAL PLAN
ES104 ELECTRICAL PLAN
ES105 ELECTRICAL PLAN
ES106 ELECTRICAL PLAN
ES107 ELECTRICAL PLAN
ES108 ELECTRICAL PLAN
ES109 ELECTRICAL PLAN
ES110 ELECTRICAL PLAN
ES111 ELECTRICAL PLAN
ES112 ELECTRICAL PLAN
ES113 ELECTRICAL PLAN
ES114 ELECTRICAL PLAN
ES115 ELECTRICAL PLAN
ES116 ELECTRICAL PLAN
ES117 ELECTRICAL PLAN
ES301 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES302 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES303 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES304 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES305 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES306 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES307 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES308 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES309 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES310 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES311 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES312 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES313 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES314 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES315 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES316 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES317 PHOTOMETRIC PLANS/CALCULATIONS-SITE
ES501 ELECTRICAL DETAILS
ES502 ELECTRICAL DETAILS
ES601 SHORT CIRCUIT ANALYSIS DIAGRAM
ES602 ELECTRICAL SCHEDULES
M
AR
K
DE
SC
RI
PT
IO
N
DA
TE
RE
VI
SE
D
IN
A
CC
O
RD
AN
CE
W
IT
H
AM
EN
DM
EN
T
/2 3/
LANDSCAPE
LP101 STATION 117-122 LANDSCAPE PLAN
LP102 STATION 122-127 LANDSCAPE PLAN
LP103 STATION 127-133 LANDSCAPE PLAN
LP501 GATE 6 ACCESS ROAD LANDSCAPE DETAILS
BRIDGE
SR101 BRIDGE PLAN AND ELEVATION
SR102 SUBSTRUCTURE LAYOUT
SR103 ERECTION PLAN
SR301 BRIDGE TYPICAL SECTION
SR501 CULVERT FOOTING PLAN
SR502 WINGWALL FOOTING PLAN (SHEET 1 OF 2)
SR503 WINGWALL FOOTING PLAN (SHEET 2 OF 2)
SR504 WINGWALL DETAILS (1 OF 2)
SR505 WINGWALL DETAILS (2 OF 2)
- OPTION 3
30' 60'0
SHEET KEYNOTES
GENERAL SHEET NOTES
N
MATCH LINE - FOR CONT SEE SH CU102
U T
IL
IT
Y P
L A
N
CU101
C A
T
L E
S
M D
R
B G
M
SCALE: 1" = 30'
MATCH LINE - FOR CONT SEE SH CU127
HIGHWAY GDOT CONTRACTOR.
COORDINATE AND SCHEDULE WORK WITH THE GORDON
CONCURRENT GDOT GORDON HIGHWAY PROJECT.
AREA OF ROADWORK TO BE CONSTRUCTED BY THE
THIS PROJECT WILL INCLUDE CONSTRUCTION WITHIN THE 4.
NUMBERS. ALL OTHER STATIONING IS ROADWAY STATIONING.
STATIONING FOR WATER MAINS ARE TWO NUMBERS + TWO 3.
ALIGNMENT.
DEFLECT PIPE JOINTS NO GREATER THAN 3° TO COMPLETE 2.
ABBREVIATIONS.
SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR 1.
FIRE HYDRANT 2211.
12" DUCTILE IRON WATER LINE10.
12" GATE VALVE9.
12"x8" REDUCER8.
11.25° HORIZONTAL BEND7.
12"x6" TEE6.
6" GATE VALVE AND BOX5.
90° HORIZONTAL BEND4.
THE PROPOSED EDGE OF PAVEMENT.
LAID. EXTEND PIPE CASING A MINIMUM OF 6 FEET PAST THE EDGE OF
12" DIP WATER MAIN IN 24" STEEL CASING PIPE INSTALLED WHEN PIPE IS 3.
8" DUCTILE IRON WATER LINE2.
8" GATE VALVE 1.
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
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H A
M E
N D
M E
N T
/2
/1
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S I
F
IL
E N
A M
E
S A
V A
N N
A H D
IS
T R
IC
T
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H G
E O
R G
IA
E
C O
M T
E C
H N
O L
O G
Y C
O R
P
S J E
F F
E R
S O
N S
T R
E E
T S
U
IT
E
R O
A N
O K
E
V
IR
G
IN
IA
of Engineers
US Army Corps
/3
/1
F O
R T G
O R
D O
N
G E
O R
G
IA
A C
C E
S C
O N
T R
O L P
O
IN
T
F Y
P
N
C A
T E
G O
R Y C
O D
E
-1
-0
ISSUED FOR CONSTRUCTION
W
H N -1
-R -3
IE
:5
.3
"R
C P
A S P H
IE
:5
.8
"R
C P
"W A R
N
IN
G
"W A R
N
IN
G
D
IR
T
T R
A
IL
M O
B
IL
E
H
O M
E
M O
B
IL
E
H
O M
E
M O
B
IL
E
H
O M
E
D
IR
T
T R
A
IL
ASP
H.
S R
U S
IE
:5
.9
"R
C P
IE
:5
.1
"R
C P
ASP
H.
"A R E A P
A T R
O
LL
E D
G A T E
W O
O D S
L
IN
E
IE
:5
.0
"R
C P
ASP
H.
W O
O D S
L
IN
E
A T
U
K
S
IZ
E F O
C
A
K
S
IZ
E F O
C
A T T
P
R
+2
+0
+0
62+
O F
S L
O P
S
I L I T I E S
E S
M T
F
O
N S
I
N T
O F
S L
O P
I L I T I E S
E S
M T
F
N S
I
U T
IL
IT
Y P
L A
CU115
T C
H L
IN
E F
O R C
O N
T S
E E S
H C
U
L E
S
C A
T
M D
R
B
SCALE: 1" = 30'
SEQUENCE OF CONSTRUCTION NOTES
12” CI WATER MAIN.
REMOVE AND PROPERLY DISPOSE OF BYPASSED SECTION OF EXISTING 8.
CONSTUCTION POINT C AND OPEN 8”GATE VALVE.
UPON COMPLETION OF PROPOSED 8”-W, REMOVE CAP AND CONNECT AT 7.
JOINTS BETWEEN CONNECTION POINT AND THRUST COLLAR.
RESTRAINT FOR 90-DEGREE ELBOW AND IF NECESSARY, ANY EXISTING
RESTRAINED TRANSITION COUPLING TO EXISITNG 12”CI-W. PROVIDE
NEW 12”-W WITH 90-DEGREE ELBOWS AND DI SPOOL PIECE FOLLOWED BY
AND SOUTH OF PROPOSED INTERSECTION. MAKE CONNECTION WITH
ISOLATION VALVES ARE LOCATED APPROXIMATELY 1,100 FEET NORTH
CLOSE EXISITNG VALVES AND DEPRESSURIZE EXISITNG MAIN. CLOSEST 6.
THE CONTRACTING OFFICER.
NEW MAIN C IS INSTALLED, TESTED, DISINFECTED, AND APPROVED BY
TEST SYSTEM. EXISITNG 12”CI WATER MAIN TO REMAIN IN SERVICE UNITL
POINTS A AND B. PROVIDE ADDITONAL RESTRAINT AS NECESSARY TO
PRESSURE TEST AND DISINFECT NEW 12”DI-W BETWEEN CONSTRUCTION 5.
CAP AND WITH 8”GATE VALVE CLOSED.
EXISTING 12”CI-W OR PROPOSED 8”DI-W. NEW 12”X8”TEE TO REMAIN WITH
CONSTRUCTION POINTS A AND B WITHOUT MAKING CONNECTION TO
INSTALL NEW MAIN, INCLUDING JOINT RESTRAINT, BETWEEN 4.
SELECT RESTRAINED TRANSITION COUPLING ACCORDINGLY.
DETERMINE OUTSIDE DIAMETER OF EXISITNG 12” CI WATER MAIN AND 3.
POSSIBLE.
PROPOSED CONNECTION PONT AND THRUST COLLAR, TO THE EXTENT
COLLARS TO AVOID HAVING ANY EXISITNG JOINTS BETWEEN THE
INSTALL THRUST COLLAR BLOCKING WHERE INDICATED. INSTALL THRUST 2.
PRIOR TO CONNECTING TO EXISTING MAIN.
CONTACT CONTRACTING OFFICER A MINIMUM OF FOURTEEN (14) DAYS 1.
NUMBERS. ALL OTHER STATIONING IS ROADWAY STATIONING.
STATIONING FOR WATER MAINS ARE TWO NUMBERS + TWO 3.
ALIGNMENT.
DEFLECT PIPE JOINTS NO GREATER THAN 3° TO COMPLETE 2.
ABBREVIATIONS.
SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR 1.
/2
/1
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
2" COMBINATION AIR VALVE17.
CONCRETE THRUST COLLAR16.
REPAIR IMMEDIATELY IF DAMAGED.
CONSTRUCTION. CONTACT THE CONTRACTING OFFICER AND
PROTECT WATER LINE DURING DEMOLITION AND 15.
6" GATE VALVE AND BOX.14.
CONNECTION TO NEW HYDRANT.
SERVICE MAIN AND ANY NECESSARY FITTINGS TO MAKE
HYDRANT 14) AS INDICATED. PROVIDE NEW DUCTILE IRON
REMOVE EXISTING FIRE HYDRANT AND PLACE NEW (FIRE 13.
CONSTRUCTION NOTES THIS SHEET
12"x8" TEE WITH VALVE AND CAP. SEE SEQUENCE OF 12.
RESTRAINED TRANSITION COUPLING11.
ADJUST VALVE BOX TO FINISHED GRADE10.
EXISTING 12" CAST IRON WATER LINE9.
EXISTING 6" CAST IRON WATER LINE8.
LINE FROM TELECOMMUNICATIONS UTILITY.
TO MAINTAIN MIN. OF 12" VERTICAL SEPARATION OF WATER
BEFORE EXCAVATION. ADJUST WATER LINE DEPTH AS NEEDED
LINE IS UNKNOWN. DETERMINE LOCATION AND ELEVATION
LOCATION AND ELEVATION OF BURIED TELECOMMUNICATIONS 7.
8" DUCTILE IRON WATER LINE6.
OFFICER.
BEFORE EXCAVATION. REPORT FINDINGS TO CONTRACTING
FIELD VERIFY LOCATION, MATERIAL, DEPTH AND SIZE OF MAIN
LOCATION IS APPROXIMATE BASED ON AVAILABLE RECORDS.
EXISTING MAIN WAS NOT LOCATED BY FIELD SURVEY. 5.
90° HORIZONTAL BEND4.
NOT USED3.
NOT USED2.
NOT USED1.
S O
L
IC
IT
A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
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T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S
E N
A M
E
S A
V A
N N
A H D
IS
T R
IC
T
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H G
E O
R G
IA
C O
M T
E C
H N
O L
O G
Y C
O R
P
S J E
F F
E R
S O
N S
T R
E E
T S
U
IT
E
R O
A N
O K
E
V
IR
G
IN
IA
of Engineers
US Army Corps
/3
/1
F O
R T G
O R
D O
N
G E
O R
G
IA
A C
C E
S C
O N
T R
O L P
O
IN
T
F Y
P
N
C A
T E
G O
R Y C
O D
E
-1
-0
ISSUED FOR CONSTRUCTION
W
H N -1
-R -3
UNK SIZE/FOC
EOI
D U
N K
IE:466.61 8"CLAY
IE:466.75 8"CLAY
IE:466.88 8"CLAY
SSMH:471.09
NOT LOCATED
NOT LOCATED
POT10+00.00
POT12+26.10
153+00 154+00 155+00 156+00 157+00 157+59
TMH-10
TMH-11
C C
6-WAY
CB
CDI
CB
CB
CDI
CDI
SD
42"
36"
42"
FLOW
FLOW
FLOW
30"
FLOW
115-1
115-3 115-4
AND END CAP LOCATIONS.
COORDINATE WITH AUD FOR ADDITIONAL LENGTH OF PIPE, FIRE HYDRANT 16.
CONCRETE THRUST COLLAR. SEE CIVIL DETAIL SHEETS.15.
LINE. COORDINATE LOCATION WITH AUD.
PROVIDE MECHANICAL JOINT END LINE CAP ON RELOCATED 12" WATER 14.
NOT USED13.
12" GATE VALVE12.
APPROXIMATE LOCATION INDICATED.
AUD TO COORDINATE AND RELOCATE EXISTING 12" WATER MAIN TO 11.
2" COMBINATION AIR VALVE10.
12" DUCTILE IRON WATER LINE9.
12"x6" TEE8.
6" GATE VALVE7.
FIRE HYDRANT 166.
45° BEND5.
MINIMUM OF 6' PAST THE EDGE OF PAVEMENT.
12" DIP WATER MAIN IN 24" STEEL CASING. EXTEND CASING PIPE A 4.
ALIGNMENT.
ADJUST NEW WATER LINE ELEVATION AS NEEDED TO COMPLETE
VERIFY LOCATION AND ELEVATION BEFORE NEW WATER LINE IS PLACED.
EXACT STORM SEWER LOCATION AND ELEVATION NOT KNOWN. FIELD 3.
STARTED TO PLACE NEW WATER MAIN.
VERIFY LOCATION, MATERIAL, AND DEPTH BEFORE JACK AND BORE IS
LOCATION IS APPROXIMATE BASED ON AVAILABLE RECORDS. FIELD
EXISTING 12" WATER MAIN WAS NOT LOCATED BY FIELD SURVEY. 2.
CONNECTION TO EXISTING WATER MAIN RELOCATION AT DODGE LANE
12"x12" TEE. AUD TO COORDINATE NEW FORT GORDON WATER MAIN 1.
S
M
T
B
IL
IT
Y P
L A
CU122
T
M
M
SCALE: 1" = 30'
M A
T C
H L
IN
E F
O R C
O N
T S
E E S
H C
U
OFFICER FOR REVIEW.
SUBMIT MAINTENANCE OF TRAFFIC PLAN TO CONTRACTING 5.
HIGHWAY GDOT CONTRACTOR.
COORDINATE AND SCHEDULE WORK WITH THE GORDON
CONCURRENT GDOT GORDON HIGHWAY PROJECT.
AREA OF ROADWORK TO BE CONSTRUCTED BY THE
THIS PROJECT WILL INCLUDE CONSTRUCTION WITHIN THE 4.
NUMBERS. ALL OTHER STATIONING IS ROADWAY STATIONING.
STATIONING FOR WATER MAINS ARE TWO NUMBERS + TWO 3.
ALIGNMENT.
DEFLECT PIPE JOINTS NO GREATER THAN 3° TO COMPLETE 2.
ABBREVIATIONS.
SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR 1.
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
/2
/1
S O
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IC
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A T
IO
N N
O
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
A
M A
R K
S
IZ
E
S U
B M
IT
T E
D B
Y
D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S
E N
A M
E
S A
V A
N N
A H D
IS
T R
IC
T
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H G
E O
R G
IA
C O
M T
E C
H N
O L
O G
Y C
O R
P
S J E
F F
E R
S O
N S
T R
E E
T S
U
IT
E
R O
A N
O K
E
V
IR
G
IN
IA
of Engineers
US Army Corps
/3
/1
F O
R T G
O R
D O
N
G E
O R
G
IA
A C
C E
S C
O N
T R
O L P
O
IN
T
F Y
P
N
C A
T E
G O
R Y C
O D
E
-1
-0
ISSUED FOR CONSTRUCTION
W
H N -1
-R -3
RIP
RAP 1
8 I N
SY T
YPE 3
RIP
RAP 1
8 I N
5 S Y T
YPE 3
12"
WATER MAIN
19+0
18+0
17+0
16+00
15+0
14+
13+
US 78
/US 27
8/SR 10
/GORDON HWY
J A
L
I
V E
W A
Y
D O
D
N E
OF S
LOPES & UTILITIES
ESMT F
OR C
ONSTR & MAINT
OF S
LOPES & UTILITIES
ESMT F
OR C
ONSTR & MAINT
10+13
1 10'x40' BORING PIT
10'x10' RECEIVING PIT
12" DUCTILE IRON WATER LINE6.
2" COMBINATION AIR VALVE5.
45° BEND4.
12"x6" TEE3.
6" GATE VALVE2.
FIRE HYDRANT 191.
S
M
T
B
T C
H L
IN
E F
O R C
O N
T S
E E S
H C
U
U T
IL
IT
Y P
L A
CU123
T
M
M
SCALE: 1" = 30'
M A
T C
H L
IN
E F
O R C
O N
T S
E E S
H C
U
HIGHWAY GDOT CONTRACTOR.
COORDINATE AND SCHEDULE WORK WITH THE GORDON
CONCURRENT GDOT GORDON HIGHWAY PROJECT.
AREA OF ROADWORK TO BE CONSTRUCTED BY THE
THIS PROJECT WILL INCLUDE CONSTRUCTION WITHIN THE 4.
NUMBERS. ALL OTHER STATIONING IS ROADWAY STATIONING.
STATIONING FOR WATER MAINS ARE TWO NUMBERS + TWO 3.
ALIGNMENT.
DEFLECT PIPE JOINTS NO GREATER THAN 3° TO COMPLETE 2.
ABBREVIATIONS.
SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR 1.
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
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N D
M E
N T
/2
/1
S O
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IC
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A T
IO
N N
O
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S
IG
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D B
Y
D E
S C
R
IP
T
IO
N
A
M A
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S
IZ
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S U
B M
IT
T E
D B
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D A
T E
C O
N T
R A
C T N
O
C H
E C
K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S
E N
A M
E
S A
V A
N N
A H D
IS
T R
IC
T
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H G
E O
R G
IA
C O
M T
E C
H N
O L
O G
Y C
O R
P
S J E
F F
E R
S O
N S
T R
E E
T S
U
IT
E
R O
A N
O K
E
V
IR
G
IN
IA
of Engineers
US Army Corps
/3
/1
F O
R T G
O R
D O
N
G E
O R
G
IA
A C
C E
S C
O N
T R
O L P
O
IN
T
F Y
P
N
C A
T E
G O
R Y C
O D
E
-1
-0
ISSUED FOR CONSTRUCTION
W
H N -1
-R -3
29+
27+
26+
25+
24+
21+
20+
19+0
US
/US
8/
SR
/GORDON
HWY
US 7
8/US 2
78/
SR 1
0/GORDON HWY
OF
SLOPES
UTI
LI
TI
ES
ESMT
FOR
CONSTR
MAI
NT
OF
SLOPES
UTI
LI
TI
ES
ESMT
FOR
CONSTR
MAI
NT
OF
SLOPES
UTI
LI
TI
ES
ESMT
FOR
CONSTR
MAI
NT
S
M
T
B
MATCH LINE - FOR CONT SEE SH CU125
T
IL
IT
Y P
L A
CU124
T
M
M
SCALE: 1" = 30'
M A
T C
H L
IN
E F
O R C
O N
T S
E E S
H C
U
HIGHWAY GDOT CONTRACTOR.
COORDINATE AND SCHEDULE WORK WITH THE GORDON
CONCURRENT GDOT GORDON HIGHWAY PROJECT.
AREA OF ROADWORK TO BE CONSTRUCTED BY THE
THIS PROJECT WILL INCLUDE CONSTRUCTION WITHIN THE 4.
NUMBERS. ALL OTHER STATIONING IS ROADWAY STATIONING.
STATIONING FOR WATER MAINS ARE TWO NUMBERS + TWO 3.
ALIGNMENT.
DEFLECT PIPE JOINTS NO GREATER THAN 3° TO COMPLETE 2.
ABBREVIATIONS.
SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR 1.
R
E V
IS
E D I
N A
C C
O R
D A
N C
E W
IT
H A
M E
N D
M E
N T
/2
/1
S O
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IC
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A T
IO
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O
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S
IG
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D E
S C
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IP
T
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N
A
M A
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S
IZ
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S U
B M
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D A
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C O
N T
R A
C T N
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C H
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K E
D B
Y
D R
A W
N B
Y
IS
S
U E D
A T
E
B
C
D
E
F
G
2 3 4 5 6 7 8 9 10
SHEET ID
A N
S
E N
A M
E
S A
V A
N N
A H D
IS
T R
IC
T
W
E S
T O
G L E
T H
O R
P E A
V E
N U
E
S A
V A
N N
A H G
E O
R G
IA
C O
M T
E C
H N
O L
O G
Y C
O R
P
S J E
F F
E R
S O
N S
T R
E E
T S
U
IT
E
R O
A N
O K
E
V
IR
G
IN
IA
of Engineers
US Army Corps
/3
/1
F O
R T G
O R
D O
N
G E
O R
G
IA
A C
C E
S C
O N
T R
O L P
O
IN
T
F Y
P
N
C A
T E
G O
R Y C
O D
E
-1
-0
ISSUED FOR CONSTRUCTION
W
H N -1
-R -3
+0
+0
+0
+0
+0
+0
12" DUCTILE IRON WATER LINE2.
2" COMBINATION AIR VALVE1.
US
/US
8/
SR
/GORDON
HWY
OF
SLOPES
UTI
LI
TI
ES
ESMT
FOR
CONSTR
MAI
NT
12" DUCTILE IRON WATER LINE9.
2" COMBINATION AIR VALVE8.
22.5° BEND7.
45° BEND6.
12" GATE VALVE AND BOX5.
12"x6" TEE4.
6" GATE VALVE3.
FIRE HYDRANT 212.
NOT USED1.
S
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CU126
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SCALE: 1" = 30'
HIGHWAY GDOT CONTRACTOR.
COORDINATE AND SCHEDULE WORK WITH THE GORDON
CONCURRENT GDOT GORDON HIGHWAY PROJECT.
AREA OF ROADWORK TO BE CONSTRUCTED BY THE
THIS PROJECT WILL INCLUDE CONSTRUCTION WITHIN THE 4.
NUMBERS. ALL OTHER STATIONING IS ROADWAY STATIONING.
STATIONING FOR WATER MAINS ARE TWO NUMBERS + TWO 3.
ALIGNMENT.
DEFLECT PIPE JOINTS NO GREATER THAN 3° TO COMPLETE 2.
ABBREVIATIONS.
SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR 1.
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HIGHWAY GDOT CONTRACTOR.
COORDINATE AND SCHEDULE WORK WITH THE GORDON
CONCURRENT GDOT GORDON HIGHWAY PROJECT.
AREA OF ROADWORK TO BE CONSTRUCTED BY THE
THIS PROJECT WILL INCLUDE CONSTRUCTION WITHIN THE 4.
NUMBERS. ALL OTHER STATIONING IS ROADWAY STATIONING.
STATIONING FOR WATER MAINS ARE TWO NUMBERS + TWO 3.
ALIGNMENT.
DEFLECT PIPE JOINTS NO GREATER THAN 3° TO COMPLETE 2.
ABBREVIATIONS.
SEE SHEET C-001 FOR NOTES AND LEGENDS AND G-008 FOR 1.
R
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CE001
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COVER SHEET, INDEX OF DRAWINGS & CERTIFICATIONS
INDEX TO DRAWINGS
CE001
NO. NAME
INDEX
SOIL EROSION PLANS
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
DESCRIBED HEREIN BY MYSELF OR MY AUTHORIZED AGENT, UNDER MY DIRECT SUPERVISION.
I CERTIFY UNDER PENALTY OF LAW THAT THIS PLAN WAS PREPARED AFTER A SITE VISIT TO THE LOCATIONS
CERTIFICATION STATEMENTS
PRIMARY PERMITTEE/
CONTACT INFORMATION
OPERATOROWNER/DEVELOPER DESIGN PROFESSIONAL
OWNER: (Private Co.)
PRIMARY PERMITTEE/OPERATOR DATE
FOR KNOWING VIOLATIONS."
POSSIBILITY OF FINE AND IMPRISONMENT
PENALTIES FOR SUBMITTING FALSE INFORMATION, INCLUDING THE
ACEURATE, AND COMPLETE. I AM AWARE THAT THERE ARE SIGNIFICANT
SUBMITTED IS, TO THE BEST OF MY KNOWLEDGE AND BELIEF, TRUE,
GATHERING THE INFORMATION, THE INFORMATION
MANAGE THE SYSTEM, OR THOSE PERSONS DIRECTLY RESPONSIBLE FOR
SUBMITTED. BASED ON MY INQUIRY OF THE PERSON OR PERSONS WHO
PERSONNEL PROPERLY GATHER AND EVALUATE THE INFORMATION
ACEORDANCE WITH A SYSTEM DESIGNED TO ASSURE THAT CERTIFIED
ATTACHMENTS WERE PREPARED UNDER MY DIRECTION OR SUPERVISION IN
"I CERTIFY UNDER PENALTY OF LAW THAT THIS DOCUMENT AND ALL
STANDARD EROSION, SEDIMENTATION & POLLUTION CONTROL DETAILS
CE401
PROJECT INFORMATION & DATA
CE002
CE003
CE004 FORT GORDON POLLUTION PREVENTION NOTES & REQUIREMENTS
PRINTED NAME_________________________________
SIGNATURE BLOCK_____________________________ DATE OF INSPECTION________________
PROFESSIONAL UNLESS WEATHER RELATED SITE CONDITIONS ARE SUCH THAT ADDITIONAL TIME IS REQUIRED
DEFICIENCIES WITHIN TWO (2) BUSINESS DAYS OF RECEIPT OF THE INSPECTION REPORT FROM THE DESIGN
INSPECTION TO THE PRIMARY PERMITTEE WITHIN SEVEN (7) DAYS AND THE PERMITTEE MUST CORRECT ALL
BEING MAINTAINED AS DESIGNED. THE DESIGN PROFESSIONAL SHALL REPORT THE RESULTS OF THE
INSTALLATION. THE DESIGN PROFESSIONAL SHALL DETERMINE IF THESE BMPS HAVE BEEN INSTALLED AND ARE
THE DESIGN PROFESSIONAL DESIGNED, IN ACEORDANCE WITH PART IV.A.5 WITHIN SEVEN (7) DAYS AFTER
THE INITIAL SEDIMENT STORAGE REQUIREMENTS, PERIMETER CONTROL BMPS AND SEDIMENT BASINS, WHICH
WRITING AND EPD HAS AGREED TO AN ALTERNATE DESIGN PROFESSIONAL, TO INSPECT THE INSTALLATION OF
SEDIMENTATION AND POLLUTION CONTROL PLAN, EXCEPT WHEN THE PRIMARY PERMITTEE HAS REQUESTED IN
THE PRIMARY PERMITTEE MUST RETAIN THE DESIGN PROFESSIONAL WHO PREPARED THE EROSION, PRINTED NAME_________________________________
SIGNATURE BLOCK_____________________________ DATE ________________
EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN.
I CERTIFY THAT THE RECEIVING WATER(S) OR THE OUTFALL(S) WILL BE MONITORED IN ACEORDANCE WITH THE
COMPONENT MUST BE CERTIFIED BY THE DESIGN PROFESSIONAL.
AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE A SIGNIFICANT EFFECT ON BMP’S WITH A HYDRAULIC
7 DAY DESIGNER INSPECTION REQUIREMENTS:
WITH SECTION V.G.2d. OF THE PERMIT.
CERTIFICATION AND SIGNATURE IN ACEORDANCE
CHECKLIST # 7 :
CONTRACTOR # INFO
FACILITY CONTACT:
PROJECT ENGINEER
N.T.S.
CHECKLIST # 5 :
CHECKLIST # 4 :
CHECKLIST #12, #13 & #14 :
CHECKLIST # 17 :
CE005 NPDES PERMIT REQUIREMENTS
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
CE502
EROSION, SEDIMENTATION & POLLUTION CONTROL PLANS
OVERALL PROJECT SCHEDULE
CHECKLIST # 28 :
1110976542 3 8 12 14 151
MONTHS AFTER BEGINNING CONSTRUCTION
13SEQUENCE OF MAJOR CONSTRUCTION ACTIVITIES
INITIAL PERIMETER AND SEDIMENT STORAGE BMP'S
CLEARING, GRUBBING AND DEMOLITION ACTIVITIES
INTERMEDIATE PHASE BMP'S
FINAL PHASE BMP'S
MAINTAIN BMP'S
FINAL STABILIZATION
REMOVE TEMPORARY BMP'S
OWNER: (Fed. Installation)
VICINITY MAP
UTILITIES (IF APPLICABLE)
DISAPPROVED BY EPD OR THE GEORGIA SOIL AND WATER CONSERVATION COMMISSION).
TO OR SUPERIOR TO CONVENTIONAL BMP'S AS CERTIFIED BY A DESIGN PROFESSIONAL (UNLESS
USE OF ALTERNATIVE BMP'S WHOSE PERFORMANCE HAS BEEN DOCUMENTED TO BE EQUIVALENT
CHECKLIST # 38 :
NOT APPLICABLE: ________________APPLICABLE: __________________
CHECKLIST #10
CHECKLIST # 6, #9 :
CHECKLIST #11 :
CHECKLIST # 13:
SITE
ESPC PLAN CHECKLIST
CE503
* ALL STATE WATER BUFFERS MUST BE IDENTIFIED WITH A SIGN.
T E A
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FORT GORDON, GEORGIA
US ARMY ENGINEER DISTRICT - SAVANNAH
FORT GORDON ACP
GATE 6 ACCESS ROAD IMPROVEMENTS
GAR 100001PERMIT
CE101A,B,C
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
CE102A,B,C
CE103A,B,C
CE104A,B,C
CE105A,B,C
CE106A,B,C
CE107A,B,C
CE108A,B,C
CE109A,B,C
CE110A,B,C
CE111A,B,C
CE112A,B,C
CE113A,B,C
CE114A,B,C
CE115A,B,C
CE116A,B,C
CE117A,B,C
CE100 EROSION & SEDIMENT CONTROL OVERALL PLAN
EROSION & SEDIMENT CONTROL HAUL ROUTE PLAN
MARCUM BRANCH, MAXWELL LAKE, MCCOYS CREEK, SPIRIT CREEK
PROJECT RECEIVING WATERS
CONTAINED IN THE GENERAL NPDES PERMIT NO. GAR 100001."
BEST MANAGEMENT PRACTICES AND SAMPLING METHODS IS EXPECTED TO MEET THE REQUIREMENTS
RECEIVING WATER(S) OR THE SAMPLING OF THE STORM WATER OUTFALLS AND THAT THE DESIGNED SYSTEM OF
YEAR IN WHICH THE LAND-DISTURBING ACTIVITY WAS PERMITTED, PROVIDES FOR THE SAMPLING OF THE
GEORGIA," PUBLISHED BY THE STATE SOIL AND WATER CONSERVATION COMMISSION AS OF JANUARY 1 OF THE
WATER QUALITY CONTROL ACT AND THE DOCUMENT "MANUAL FOR EROSION AND SEDIMENT CONTROL IN
APPROPRIATE AND COMPREHENSIVE SYSTEM OF BEST MANAGEMENT PRACTICES REQUIRED BY THE GEORGIA
I CERTIFY THAT THE PERMITTEE'S EROSION, SEDIMENTATION AND POLLUTION CONTROL PLAN PROVIDES FOR AN
CE006A SOILS MAP
CE006B SOILS MAP
CE007A HYDROLOGY MAP PRE-DEVELOPMENT
CE007B HYDROLOGY MAP PRE-DEVELOPMENT
CE007C HYDROLOGY MAP PRE-DEVELOPMENT
CE007D HYDROLOGY MAP PRE-DEVELOPMENT
BASIN PLANS AND DETAILS
INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLANCE121A,B,C
CE402
CE403
CE404
CE405
CE406
CE501
16 17 18 19 20 21 22 23 24 25
MASS GRADING ACTIVITIES
INSTALLATION OF STORM SEWER & CULVERTS
CE008A HYDROLOGY MAP POST-DEVELOPMENT
CE008B HYDROLOGY MAP POST-DEVELOPMENT
CE008C HYDROLOGY MAP POST-DEVELOPMENT
CE008D HYDROLOGY MAP POST-DEVELOPMENT
PROJECT NOTES
EXTENDED DETENTION BASIN BMP-1 DETAILS PLAN
BIO-RETENTION BASIN BMP-2 DETAILS PLAN
BIO-RETENTION BASIN BMP-4 DETAILS PLAN
BIO-RETENTION BASIN BMP-3 DETAILS PLAN
EXTENDED DETENTION BASIN BMP-6 DETAILS PLAN
EXPANDING EXISTING BASIN BMP-7 DETAILS PLAN
CE407 DRAINAGE DETAILS
ESPC DETAILS
ESPC DETAILS
ESPC DETAILS
ESPC DETAILSCE504
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End: lat 33.409878 long -82.173262
Beginning: lat 33.420999 long -82.196564
END OF LINEAR PROJECT:
- [Supplement GAR 100001 - Part II, B, 1.a]: GPS LOCATION OF CONSTRUCTION EXIT, OR BEGINNING AND
CE122A,B,C INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
CE123A,B,C INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
CE124A,B,C INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
CE125A,B,C INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
CE126A,B,C INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
CE127A,B,C INITIAL, INTERMEDIATE & FINAL EROSION CONTROL PLAN
EXTENDED DETENTION BASIN BMP-1 DETAILS
BIO-RETENTION BASIN BMP-2 DETAILS
BIO-RETENTION BASIN BMP-4 DETAILS
BIO-RETENTION BASIN BMP-3 DETAILS
EXTENDED DETENTION BASIN BMP-6 DETAILS
CE401A
CE402A
CE403A
CE404A
CE405A
FIRM MAPS 13245C0090F & 13245C0095F DATED SEPTEMBER 25, 2009.
5. PORTIONS OF THIS PROPERTY LIE WITHIN A FLOOD HAZARD ZONE AS PER
LANDFILL UNLESS AUTHORIZED OTHERWISE BY DIRECTORATE OF PUBLIC WORKS.
4. DISPOSAL OF DEBRIS: ALL DEBRIS WILL BE HAULED OFFSITE TO A STATE APPROVED
3. EXISTING CONTOURS OBTAINED BY: SITE SURVEY
TO THE EXISTING DEVELOPED SITE FACILITY AND ROADWAY.
2. EXISTING CONDITIONS: THE EXISTING SITE CONSISTS OF A LARGE FORESTED AREA ADJACENT
67.3 ACRES TOTAL DISTURBED AREA:
70.6 ACRES TOTAL SITE AREA:
AS WELL AS STORM, SANITARY AND WATERLINE IMPROVEMENTS THROUGHOUT.
ON THE EXISTING SITE INCLUDE A NEW ROUNDABOUT AND WIDENED EXISTING ROADWAY SECTION
CONNECT THE PROPOSED GATE FACILITY TO THE EXISTING SITE. INTERSECTION IMPROVEMENTS
RESERVATION. CONSTRUCTION CONSISTS OF A NEW ACEESS ROAD ALONG NEW ALIGNMENT TO
PROJECT IS LOCATED IN RICHMOND COUNTY, GEORGIA ON THE FORT GORDON MILITARY
1. PROJECT DESCRIPTION:
ESPC DETAILSCE505
CE506 ESPC CHANNEL STABILIZATION DETAILS
GSWCE LEVEL II DESIGN PROFESSIONAL CERTIFICATION #0000045577
EUBERTO BALLANO, PE
12/17/17
ESPC DETAILSCE507
OFFICE: 706-791-6237
JOHN WELLBORN
24 HOUR CONTACT:
EUBERTO BALLANO, PE
10 South Jefferson St., Suite 1600
Roanoke, VA 24011
N/A
706-791-2675
Building 14500
DIRECTORATE OF PUBLIC WORKS
FORT GORDON
CE100A,B,C,D,E
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706-791-6237
Fort Gordon, GA 30905-5040
525 15th Street Bldg 14600
Fort Gordon IMGO-PWE
Chief Compliance Branch-Environmental Division USAG
JOHN WELLBORN
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ISSUED FOR CONSTRUCTION
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19th St
9th Ave
8th Ave
Lane A ve
10th Ave th S t th S t th S t th S t th S t th S t
Barnes Ave
13th Ave
108th Ave
105th Ave
107th Ave
110th Ave
104th Ave
109th Ave
106th Ave
13th Ave th S t
Range Rd
Chamberlain Ave
108th Ave
11th Ave
R a n g e R d
19th S t
Range Rd th S t
Brainard Ave
15th S t th S t
Brainard Ave
B ou nd ar y
B re ak th S t th S t
9th St
109th Ave
Ra ng e R d th S t th S t th S t
North Range Rd th S t th S t th S t
North Range Rd
Chamberlain Ave th S t th S t th S t
B ou nd ar y
B re ak th S t th S t th S t th S t
Brainard Ave th S t
Lane Ave
Barnes Ave
111th Ave th S t th S t
3rd Ave
13th Ave
Lane Ave
North Range Rd th S t
105th Ave
Barnes Ave
3rd Ave th S t th S t
Bo un da ry B re ak
N orth R ange R d th S t th S t th S t
11th S t
Ran ge
Rd
R an ge R d
Tank Trail
U .S
Gate 3 Facility
CE004
A
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2 3 4 5 6 7 8 9 10
1. FB-144-R - RECORD OF ENVIRONMENTAL CONSIDERATION (REC):
2. OPERATOR/CONTRACTOR (PRIMARY PERMITTEE):
AND LEAKS AND:
POLLUTION PREVENTION NOTES AND BMP’S FOR THE REMEDIATION OF ALL PETROLEUM SPILLS
CHECKLIST # 25
CONTACTED BY CALLING (706) 545-9879 AND (706) 358-8258.
PROGRAM MANAGER FOR SPCE, ISCP/EPCRA REQUIREMENTS AND SPECIFIC INSPECTION FORMS CAN BE
BEEN COMPLETED:
CONTROL POLLUTANTS IN STORM WATER THAT WILL OCEUR AFTER CONSTRUCTION OPERATIONS HAVE
DESCRIPTION OF THE MEASURES THAT WILL BE INSTALLED DURING THE CONSTRUCTION PROCESS TO
CHECKLIST #24
SECTION 404 PERMIT.
WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE, EXCEPT AS AUTHORIZED BY A
CHECKLIST #18
CHECKLIST # 27 - [SUPPLEMENT GAR 100001 - PART IV D.2.E.] / OTHER CONTROLS:
BMP TO MINIMIZE OFF-SITE VEHICLE TRACKING OF SEDIMENTS AND GENERATION OF DUST:
EXCEED 20 PERCENT.
AT FORT GORDON. THE PERCENT OPACITY FROM ANY FUGITIVE DUST SOURCE SHALL NOT EQUAL OR
391-3-1-.02(2)(N) [DU] / FUGITIVE DUST CONTROL WILL BE IMPLEMENTED AT CONSTRUCTION PROJECTS
CONTROL ON DISTURBED AREAS (DU); THE FOLLOWING CLEAN AIR ACT REQUIREMENTS - GA RULE
DUST CONTROL/FUGITIVE DUST: IN ADDITION TO BMP ESTABLISHED IN THE GA MANUAL FOR DUST
CONSTRUCTION SITE IS PROHIBITED.
VEHICLES WITH APPROPRIATE BMPS AS MENTIONED ABOVE. WASHOUT OF THE DRUM AT THE
CONCRETE WASHDOWN OF TOOLS, CONCRETE MIXER CHUTES, HOPPERS, AND THE REAR OF THE
CHECKLIST # 24
BE REQUIRE TO DIRECT AND COLLECT WASTEWATERS FROM THESE CLEANING OPERATIONS.
CONSTRUCTION ENTRANCE. IN SOME CASES DIVERSION CHANNELS AND SMALL SEDIMENT PONDS MAY
DISTURBANCE LIMITS AND FOR ADDED EFFECTIVENESS, BE POSITIONED CLOSE TO OR ON THE
PUBLIC ACEESS ROADWAY. ALL WASHING STATIONS MUST BE LOCATED WITHIN THE LAND
RECOMMEND “WASHING STATIONS” BE IMPLEMENTED TO PREVENT SEDIMENT FROM WASHING INTO A
GENERATION OF DUST SHALL BE MINIMIZED OR ELIMINATED TO THE MAXIMUM EXTENT PRACTICABLE.
OFF-SITE VEHICLE TRACKING: OFF-SITE VEHICLE TRACKING OF DIRT, SOILS, AND SEDIMENTS AND THE
EXITS SHALL BE INSPECTED DAILY.
IMMEDIATE REMOVAL OF MUD AND DEBRIS TRACKED OR SPILLED ONTO ROADWAYS. CONSTRUCTION
AREA. MAINTENANCE OF THE CO REQUIRES PERIODICALLY DRESSING WITH 1.5”-3.5” STONE AND
LEAVING A CONSTRUCTION SITE TO A PUBLIC RIGHT-OF-WAY, STREET, ALLEY, SIDEWALK, OR PARKING
THE TRANSPORT OF MUD FROM THE CONSTRUCTION AREA AT ANY POINT WHERE TRAFFIC WILL BE
CONSTRUCTION EXITS (CO): CONSTRUCTION EXITS MUST BE IMPLEMENTED TO REDUCE OR ELIMINATE
BERMS, INLET PROTECTION, ETC…
3. PROVIDE DETAILS OF THE REMOVAL OF TEMPORARY BMPS (I.E. SILT FENCE, CHECK DAMS, BRUSH
2. PROVIDE ENOUGH ROOM TO REMOVE ALL TEMPORARY BMPS.
AND SEDIMENT CONTROL MEASURES
1. SHOW DESCRIPTION OF PROCEDURES TO ENSURE TIMELY MAINTENANCE OF VEGETATION, EROSION
EFFECTIVE OPERATING CONDITION.
CONTROL MEASURES AND OTHER PROTECTIVE MEASURES IDENTIFIED IN THE SITE PLAN IN GOOD AND
OF PROCEDURES TO ENSURE THE TIMELY MAINTENANCE OF VEGETATION, EROSION AND SEDIMENT
[SUPPLEMENT GAR 100001 - PART IV, D, 5] / MAINTENANCE OF EROSION CONTROLS: PROVIDE A DESCRIPTION
CHECKLIST #20
AUTHORIZED.
NOTE: ALL ESPCPS SUBMITTED TO THIS OFFICE SHOULD BE BACKED BY A 144R REC# UNLESS OTHERWISE
POLLUTION PREVENTION NOTES - FORT GORDON, GEORGIA
-PERMANENT VEGETATION TO BE INSTALLED IN ALL DISTURBED AREAS
EQUIPMENT.
-THE ESPCP WILL INCLUDE APPROPRIATE STAGING AND ACEESS REQUIREMENTS FOR CONSTRUCTION
SPILL PREVENTION
RESPONSIBLE FOR HELPING WITH THE CLEANUP ALONG WITH THE JOB SITE SUPERINTENDENT).
THE OFFICE JOB TRAILER ONSITE. (NOTE PERTAINING TO CLEANUP, TRADE THAT HAS A SPILL WILL BE
WOULD WILL HELP WITH THE PREVENTION AND CLEANUP. THE PERSONNEL NAMES WILL BE POSTED IN
SPILL PREVENTION AND CLEANUP COORDINATOR. HE WILL HAVE OTHER CONTRACTORS ON SITE THE
THE JOB SITE SUPERINTENDENT RESPONSIBLE FOR THE DAY-TO-DAY SITE OPERATIONS, WILL BE -
DESCRIPTION OF THE SPILL, WHAT CAUSED IT, AND THE CLEANUP MEASURES WILL ALSO BE INCLUDED.
SPILL FROM REOCEURRING AND HOW TO CLEAN UP THE SPILL IF THERE IS ANOTHER ONE. A TYPE OF
THE SPILL PREVENTION PLAN WILL BE ADJUSTED TO INCLUDE MEASURES TO PREVENT THIS -
LOCAL GOVERNMENT AGENCY, REGARDLESS OF THE SIZE.AND
SPILLS OF TOXIC OR HAZARDOUS MATERIAL WILL BE REPORTED TO THE APPROPRIATE STATE -
PROTECTIVE CLOTHING TO PREVENT INJURY FOR CONTACT WITH HAZARDOUS SUBSTANCE.
THE SPILL AREA WILL BE KEPT WELL VENTILATED AND PERSONNEL WILL WEAR APPROPRIATE -
ALL SPILLS WILL BE CLEANED UP IMMEDIATELY AFTER DISCOVERY.-
SAWDUST, AND PLASTIC OR METAL TRASH CONTAINERS SPECIFICALLY FOR THIS PURPOSE.
LIMITED TO BROOMS, DUST PANS, MOPS, RAGS, GLOVES, GOGGLES, FLOOR ABSORBENT, SAND, TRAILER OF THE SUPERINTENDENT. THE MATERIALS AND EQUIPMENT WILL INCLUDE THE BUT NOT BE
MATERIALS AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE STORAGE -
AND CLEANUP SUPPLIES.
SITE AND PERSONNEL WILL BE MADE AWARE OF THE PROCEDURES, LOCATION OF INFORMATION, JOB
MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE AVAILABLE ON THE -
PREVENTION AND CLEANUP:
THE PREVIOUS SECTIONS OF THIS PLAN, THE FOLLOWING PRACTICES WILL BE FOLLOWED FOR SPILL
IN ADDITION TO THE GOOD HOUSEKEEPING AND MATERIAL MANAGEMENT PRACTICES DISCUSSED IN
SPILL CONTROL PRACTICES [CHECKLIST # 27]
COMPLETED THE DRIED CONCRETE SHALLL BE REMOVED FROM THE SITE.
REAR OF VEHICLE AT THE DESIGNATED LOCATION AND DO SO UNTIL JOB IS COMPLETE. ONCE JOB IS
- CONCRETE TRUCKS WILL HAVE TO WASH DOWN TOOLS, CHUTES, HOPPERS, AND CONCRETE TRUCKS
REGULATIONS.
DISPOSED OF ACEORDING TO THE MANUFACTURER'S INSTRUCTIONS OF STATE AND LOCAL
EXCESS PAINT WILL NOT BE DISCHARGED TO THE STORM SEWER SYSTEM BUT WILL BE PROPERLY
- ALL CONTAINERS WILL BE TIGHTLY SEALED AND STORED WHEN NOT REQUIRED FOR USE. PAINTS
TO STORM WATER. ANY UNUSED MATERIALS SHOULD BE REMOVED FROM THE SITE.
THE MANUFACTURER. ONCE APPLIED, FERTILIZER WILL BE WORKED INTO THE SOIL TO LIMIT EXPOSURE
- FERTILIZERS USED WILL BE APPLIED ONLY IN THE MINIMUM AMOUNTS RECOMMENDED BY FERTILIZERS
ONSITE WILL BE APPLIED ACEORDING TO THE MANUFACTURER'S RECOMMENDATIONS.
TIGHTLY SEALED CONTAINERS, WHICH ARE CLEARLY LABELED. ANY ASPHALT SUBSTANCES USED
PREVENTIVE MAINTENANCE RECORDS IF NEEDED. PETROLEUM PRODUCTS WILL BE STORED IN
- ALL ONSITE WILL BE MONITORED FOR LEAKS AND WILL BE ASK TO PROVIDE PETROLEUM PRODUCTS
THE FOLLOWING PRODUCT SPECIFIC PRACTICES WILL BE FOLLOWED ONSITE:
PRODUCT SPECIFIC PRACTICES
RECOMMENDED METHODS FOR PROPER DISPOSAL WOULD BE FOLLOWED.
IF SURPLUS PRODUCT MUST BE DISPOSED OF, MANUFACTURERS' OR LOCAL AND STATE -
PRODUCT INFORMATION.
ORIGINAL LABELS AND MATERIAL SAFETY DATA WILL BE RETAINED; THEY CONTAIN IMPORTANT -
PRODUCTS WILL BE KEPT IN ORIGINAL CONTAINERS UNLESS THEY ARE NOT RESEALABLE.-
THESE PRACTICES ARE USED TO REDUCE THE RISKS ASSOCIATED WITH HAZARDOUS MATERIALS.
HAZARDOUS PRODUCTS:
MATERIALS ONSITE.OF
THE JOB SITE SUPERINTENDENT WILL INSPECT DAILY TO ENSURE PROPER USE AND DISPOSAL -
MANUFACTURERS' RECOMMENDATIONS FOR PROPER USE AND DISPOSAL WILL BE FOLLOWED.-
CONTAINER.
WHENEVER POSSIBLE, ALL OF A PRODUCT WILL BE USED UP BEFORE DISPOSING OF THE -
MANUFACTURER.
SUBSTANCES WILL NOT BE MIXED WITH ONE ANOTHER UNLESS RECOMMENDED BY THE -
LABEL.MANUFACTURER'S
PRODUCTS WILL BE KEPT IN THEIR ORIGINAL CONTAINERS WITH THE ORIGINAL -
APPROPRIATE CONTAINERS AND, IF POSSIBLE, UNDER A ROOF OR OTHER ENCLOSURE.
ALL MATERIALS STORED ONSITE WILL BE STORED IN A NEAT, ORDERLY MANNER IN THEIR -
AN EFFORT WILL BE MADE TO STORE ONLY ENOUGH PRODUCT REQUIRED TO DO THE JOB.-
CONSTRUCTION PROJECT.
THE FOLLOWING GOOD HOUSEKEEPING PRACTICES WILL BE FOLLOWED ONSITE DURING THE
GOOD HOUSEKEEPING:
WATER RUNOFF.
RISK OF SPILLS OR OTHER ACEIDENTAL EXPOSURE OF MATERIALS AND SUBSTANCES TO STORM
THE FOLLOWING ARE THE MATERIAL MANAGEMENT PRACTICES THAT WILL BE USED TO REDUCE THE
MATERIAL MANAGEMENT PRACTICES
REQUIRED BY LOCAL, STATE AND FEDERAL REGULATIONS.
- ALL SPILLS WILL BE CLEANED UP IMMEDIATELY UPON DISCOVERY. ALL SPILLS WILL BE REPORTED AS
AS NECESSARY TO PREVENT FUTURE SPILLS.
- SPILL PREVENTER PRACTICES AND PROCEDURES WILL BE REVIEWED AFTER A SPILL AND ADJUSTED
CONTAINERS.
SAND, SAWDUST AND PROPERLY LABELED PLASTIC AND METAL WASTE
LIMITED TO, BROOMS, DUSTPANS, MOPS, RAGS, GLOVES, GOGGLES, CAT LITTER,
STORAGE AREAS. TYPICAL MATERIALS AND EQUIPMENT INCLUDES, BUT NOT
- MATERIAL AND EQUIPMENT NECESSARY FOR SPILL CLEANUP WILL BE KEPT IN THE MATERIAL
PERSONNEL.
CLEARLY POSTED AND PROCEDURES WILL BE MADE AVAILABLE TO SITE
- LOCAL STATE AND MANUFACTURER'S RECOMMENDED METHODS FOR SPILL CLEANUP WILL BE
SOIL CLEANUP AND CONTROL PRACTICES
A MINIMUM OF ONE PORTABLE SANITARY UNIT WILL BE PROVIDED FOR EVERY (10) WORKERS ON
ALL SANITARY WASTE UNITS WILL BE LOCATED IN ONE AREA WHERE THE LIKELIHOOD OF THE
ALL WASTE MATERIAL WILL BE COLLECTED AND STORED IN A SECURELY LIDDED METAL
ALL PERSONNEL WILL BE INSTRUCTED ON PROPER PROCEDURE FOR WASTE DISPOSAL. A
ALL HAZARDOUS WASTE MATERIALS WILL BE DISPOSED IN THE MANNER SPECIFIED BY LOCAL,
THE CONTRACTOR WILL IMPLEMENT THE SPILL PREVENTION CONTROL AND COUNTERMEASURES
BE OBTAINED AND USED FOR THE PROPER MANAGEMENT OF POTENTIAL WASTES THAT MAY RESULT
(MSDS's) FOR EACH SUBSTANCE WITH HAZARDOUS PROPERTIES THAT IS USED ON THE JOB SITE WILL
FROM THESE PRODUCTS. AN MSDS WILL BE POSTED IN THE IMMEDIATE AREA WHERE SUCH PRODUCT
AT THE JOB SITE CONSTRUCTION TRAILER OFFICE. EACH EMPLOYEE WHO MUST HANDLE A
IS STORED AND/OR USED AND ANOTHER COPY OF EACH MSDS WILL BE MAINTAINED IN THE ESPCP FILE
HAZARDOUS MATERIALS
STATE, AND/OR FEDERAL REGULATIONS AND BY THE MANUFACTURER OF SUCH PRODUCTS. THE JOB
FOLLOWED, WILL INSTRUCT SITE PERSONNEL IN THESE PRACTICES. MATERIAL SAFETY DATA SHEETS
SITE SUPERINTENDENT, WHO WILL ALSO BE RESPONSIBLE FOR SEEING THAT THESE PRACTICES ARE
SUBSTANCE WITH HAZARDOUS PROPERTIES WILL BE INSTRUCTED ON THE USE OF MSDS SHEETS AND
OCEURS, THE STORMWATER DISCHARGE WILL BE CONTAINED ON SITE UNTIL APPROPRIATE MEASURES
WILL BE ALLOWED TO COME IN CONTACT WITH STORMWATER DISCHARGE. IF SUCH CONTACT
IN COMPLIANCE WITH STATE AND FEDERAL REGULATIONS ARE TAKEN TO DISPOSE OF SUCH
TO PROPERLY TRAIN ALL PERSONNEL IN THE USE OF SPCE PLAN.
CONTAMINATED STORMWATER. IT SHALL BE THE RESPONSIBILITY OF THE JOB SITE SUPERINTENDENT
PARTICULARLY REGARDING SPILL CONTROL TECHNIQUES.
THE SPECIFIC INFORMATION IN THE APPLICABLE MSDS FOR THE PRODUCT HE/SHE IS USING,
AND HANDLING OF SPECIFIC MATERIALS. NO SPILLED HAZARDOUS MATERIALS OR HAZARDOUS WASTE
(SPCE) PLAN FOUND WITHIN THE ESPCP AND WILL TRAIN ALL PERSONNEL IN THE PROPER CLEANUP
UNIT CONTRIBUTING TO STORMWATER DISCHARGE IS NEGLIGIBLE. ADDITIONAL CONTAINMENT BMP's
MUST BE IMPLEMENTED, SUCH AS GRAVEL BAGS OR SPECIALLY DESIGNED PLASTIC SKID CONTAINER
LOCATION OF SANITARY WASTE UNITS MUST BE IDENTIFIED ON THE EROSION CONTROL PLAN
AROUND THE BASE, TO PREVENT WASTE FROM CONTRIBUTING TO STORMWATER DISCHARGE. THE
SANITARY WASTE
THE SITE. ALL SANITARY WASTE WILL BE COLLECTED FROM THE UNITS A MINIMUM OF ONE TIME PER
STATE REGULATIONS.
WEEK BY A LICENSED PORTABLE FACILITY PROVIDER IN COMPLETE COMPLIANCE WITH LOCAL AND
GRADING PHASE. SANITARY SEWER WILL BE PROVIDED BY MUNICIPAL AUTHORITY/SEPTIC SYSTEM AT
HAULED AS REQUIRED BY LOCAL REGULATIONS. NO CONSTRUCTION WASTE WILL BE BURIED ONSITE.
WILL BE EMPTIED A MINIMUM OF ONCE PER WEEK OR MORE OFTEN IF NECESSARY AND TRASH WILL BE
RESPONSIBLE FOR SEEING THAT THESE PROCEDURE ARE FOLLOWED.
NOTICE STATING THESE PRACTICES WILL BE POSTED AT THE JOBSITE…
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