Drawings_Part9.pdf
PDF 3 MB Posted
- Attached to
- Fort Bliss Replacement Staff Parking B West Lot
- Solicitation number
- W9126G19B3284
About this file
Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| C1_Bid_Abstract_19B3284.xlsx | XLSX spreadsheet | |
| Drawings_Part7.pdf | ||
| Drawings_Part8.pdf | ||
| Drawings_Part22.pdf | ||
| Drawings_Part16.pdf | ||
| Drawings_Part12.pdf | ||
| Appendices.pdf | ||
| Drawings_Part10.pdf | ||
| Drawings_Part6.pdf | ||
| RFP_g19b3284.pdf | ||
| Drawings_Part5.pdf | ||
| Drawings_Part14.pdf | ||
| Drawings_Part18.pdf | ||
| Drawings_Part15.pdf | ||
| Drawings_Part13.pdf | ||
| Drawings_Part1_Part2.pdf | ||
| Drawings_Part21.pdf | ||
| Drawings_Part11.pdf | ||
| Drawings_Part1_Part1.pdf | ||
| Drawings_Part19.pdf | ||
| Drawings_Part4.pdf | ||
| Drawings_Part17.pdf | ||
| Drawings_Part3.pdf | ||
| Drawings_Part2.pdf | ||
| Drawings_Part20.pdf |
Show all 25
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
C O
N F
O R
M A
N C
E S
E T
4-
-2
C
N F
O R
M A
N C
E S
E T
4-
-2
CE
NT
RA
L S
OIL
ED
LIN
EN
RM
HB
SR
HM
ST
OR AC
ID
SR
HM
RE
GU
LA
TE
D
ME
DIC
AL
W
AS
TE
SH
AR
PS
HB
RM
W
SC
AL
E11
0/#
SR
HM
ST
OR
HA
ZM
AT
TR
AS
H
TR
AS
H C
HU
TE
CY
CL
ON
E/
CO
LL
EC
TO
R
RA
MP
RA
MP
CH
UT
E S
YS
TE
M
FA
N R
OO
M
TR
AS
H
TR
UC
K B
AY
TR
UC
K B
AY
FO
OD
W
AS
TE
CO
MP
OS
TE
R B
AY
CA
R P
AR
KIN
G
BA
Y 2CA
R P
AR
KIN
G
BA
Y 3
LO
AD
ING
BA
Y 1
LO
AD
ING
BA
Y 2
LO
AD
ING
BA
Y 3
LO
AD
ING
BA
Y 4
LO
AD
ING
BA
Y 5
LO
AD
ING
BA
Y 6
CA
R P
AR
KIN
G
BA
Y 1
CG-121
CG-122 CG-123
CG-124 CG-125
CG-126 CG-127
CG-128
54321
D
C
B
A
US Army Corps of Engineers
Fort Worth District
SHEET
IDENTIFICATION
54321 5
SHEET OF 058
F O
R T
B
L I S
S
H
O S
P I T
A
E P
L A
C E
M E
N T
A R
C H
I T
E C
T U
N G
I N
E E
R I N
G
C
O N
S U
L T
I N
G
A L
E X
A N
D R
I A
V
A
U S
M
Y
C
O R
P
F
E
N G
I N
E E
R S
F O
W
R
H
D
I S
T R
I C
T
S M
A L
L
B
U S
I N
E S
S
P
A C
K A
G
T
A F
F
P
A R
K I N
G
C O
N S
T R
U C
T I O
N
D O
C U
M E
N T
S
CG-120
E R
O S
I O
N
C
O N
T R
A
N
K
Y
M
P
AutoCAD SHX Text
POND 0S-1
AutoCAD SHX Text
POND 1
AutoCAD SHX Text
POND 2
AutoCAD SHX Text
POND 4
AutoCAD SHX Text
POND 8
AutoCAD SHX Text
POND 7
AutoCAD SHX Text
POND 9
AutoCAD SHX Text
OVERHEAD SIGN
AutoCAD SHX Text
STREET "H"
AutoCAD SHX Text
STREET "A"
AutoCAD SHX Text
HWY 375
AutoCAD SHX Text
STREET "B"
AutoCAD SHX Text
STREET "J"
AutoCAD SHX Text
STREET "C"
AutoCAD SHX Text
SOUTH ACP
AutoCAD SHX Text
STREET "G"
AutoCAD SHX Text
STREET "E"
AutoCAD SHX Text
STREET "F"
AutoCAD SHX Text
STREET "K"
AutoCAD SHX Text
STREET "L"
AutoCAD SHX Text
TRANSFORMER H3 2500 KVA OA / 3125 KVA FA 13.8 KV PRIMARY 480Y/277V SECONDARY
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H3B
AutoCAD SHX Text
TRANSFORMER H1 2500 KVA OA / 3125 KVA FA 13.8 KV PRIMARY 480Y/277V SECONDARY
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H1A
AutoCAD SHX Text
TRANSFORMER H5 2500 KVA OA / 3125 KVA FA 13.8 KV PRIMARY 480Y/277V SECONDARY
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5B
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H3A
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H1B
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5A
AutoCAD SHX Text
4000A SECONDARY MAIN H1A
AutoCAD SHX Text
4000A SECONDARY MAIN H1A
AutoCAD SHX Text
4000A SECONDARY MAIN H1A
AutoCAD SHX Text
TRANSFORMER H3 2500 KVA OA / 3125 KVA FA 13.8 KV PRIMARY 480Y/277V SECONDARY
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H3B
AutoCAD SHX Text
TRANSFORMER H5 2500 KVA OA / 3125 KVA FA 13.8 KV PRIMARY 480Y/277V SECONDARY
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5B
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H3A
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5A
AutoCAD SHX Text
4000A SECONDARY MAIN H1A
AutoCAD SHX Text
4000A SECONDARY MAIN H1A
AutoCAD SHX Text
TRANSFORMER H1 2500 KVA OA / 3125 KVA FA 13.8 KV PRIMARY 480Y/277V SECONDARY
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H1A
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H1B
AutoCAD SHX Text
4000A SECONDARY MAIN H1A
AutoCAD SHX Text
CHAIN LINK FENCE.
AutoCAD SHX Text
ATFP BOUNDRY 10 METERS (33')
AutoCAD SHX Text
ATFP BOUNDRY 10 METERS (33')
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
TRANSFORMER H5 2500 KVA OA / 3125 KVA FA 13.8 KV PRIMARY 480Y/277V SECONDARY
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5B
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5A
AutoCAD SHX Text
4000A SECONDARY MAIN H1A
AutoCAD SHX Text
TRANSFORMER H5 2500 KVA OA / 3125 KVA FA 13.8 KV PRIMARY 480Y/277V SECONDARY
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5B
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5A
AutoCAD SHX Text
4000A SECONDARY MAIN H1A
AutoCAD SHX Text
TRANSFORMER H5 2500 KVA OA / 3125 KVA FA 13.8 KV PRIMARY 480Y/277V SECONDARY
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5B
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5A
AutoCAD SHX Text
4000A SECONDARY MAIN H1A
AutoCAD SHX Text
TRANSFORMER H5 2500 KVA OA / 3125 KVA FA 13.8 KV PRIMARY 480Y/277V SECONDARY
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5B
AutoCAD SHX Text
13.8 KV PRIMARY SWITCH H5A
AutoCAD SHX Text
4000A SECONDARY MAIN H1A
AutoCAD SHX Text
AutoCAD SHX Text 150'
AutoCAD SHX Text 300'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text A1
AutoCAD SHX Text
EROSION CONTROL PLAN - KEY MAP
AutoCAD SHX Text
SCALE: 1" = 150'
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SOLICITATION NUMBER.:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SUBMITTED BY:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
CONTRACT NUMBER.:
AutoCAD SHX Text
FILE NUMBER.:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
SIZE:
AutoCAD SHX Text
PLOT SCALE:
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
DALLAS, TEXAS 75202
AutoCAD SHX Text
FIRM REGISTRATION NO. F-761
AutoCAD SHX Text 1717 McKINNEY AVE., SUITE 1400
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text P
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text X
AutoCAD SHX Text A
AutoCAD SHX Text
EROSION CONTROL NOTES
AutoCAD SHX Text
1. CONTRACTOR(S) IS(ARE) TO INSTALL ALL EROSION CONTROL MEASURES CONTRACTOR(S) IS(ARE) TO INSTALL ALL EROSION CONTROL MEASURES ACCORDING TO EROSION CONTROL SHEETS. EACH CONTRACTOR SHALL OBTAIN A COPY OF THE AREA SWPPP AND EROSION CONTROL SHEETS, FROM THE USACE AREA OFFICE, AND MAINTAIN ON SITE THROUGHOUT CONSTRUCTION. 2. CONTRACTOR(S) ARE RESPONSIBLE FOR MAINTAINING CONTRACTOR(S) ARE RESPONSIBLE FOR MAINTAINING ALL EROSION CONTROL FEATURES AND PRACTICES FOR ALL EROSION CONTROL FEATURES AND PRACTICES FOR THEIR DESIGNATED AREAS UNTIL EITHER THE CONSTRUCTION SITE IS THEIR DESIGNATED AREAS UNTIL EITHER THE CONSTRUCTION SITE IS TRANSFERRED TO OTHER CONTRACTORS, OR UNTIL FINAL STABILIZATION HAS BEEN ACHIEVED ON HIS PORTION OF THE PROJECT AREA. 3. CONTRACTOR(S) SHALL INSTALL TEMPORARY GRAVEL CONSTRUCTION CONTRACTOR(S) SHALL INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES/EXITS AND THEY SHALL BE LOCATED PER APPROVED EROSION CONTROL PLANS AND IN COORDINATION WITH FORT BLISS DPW. 4. CONTRACTOR(S) IS(ARE) TO INSTALL, MAINTAIN AND PLACE INLET CONTRACTOR(S) IS(ARE) TO INSTALL, MAINTAIN AND PLACE INLET PROTECTION MEASURES THROUGHOUT CONSTRUCTION. CONTRACTOR(S) IS(ARE) RESPONSIBLE FOR REMOVAL OF ALL NON-PERMANENT CONTROL MEASURES AFTER CONSTRUCTION. 5. CONTRACTOR(S) SHALL INSTALL EROSION CONTROL MEASURES, AS CONTRACTOR(S) SHALL INSTALL EROSION CONTROL MEASURES, AS INDICATED ON THE PLANS AND AS FIELD CONDITIONS WARRANT, PRIOR TO COMMENCING ANY CONSTRUCTION ACTIVITY. REPAIRS OR MODIFICATIONS TO THE MEASURES WILL BE MADE BY THE CONTRACTOR(S) IF THE CONTROL MEASURES PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL MEASURES ARE NECESSARY. 6. CONTRACTOR(S) SHALL TAKE APPROPRIATE MEASURES TO PREVENT CONTRACTOR(S) SHALL TAKE APPROPRIATE MEASURES TO PREVENT TRACKING OF MUD AND/OR SOILS ONTO EXISTING AND/OR NEW PAVEMENT. ANY TRACKING THAT OCCURS SHALL BE REMOVED IMMEDIATELY BY THE CONTRACTOR. 7. AT A MINIMUM, PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE AT A MINIMUM, PERIMETER CONTROLS SUCH AS SILT FENCE SHALL BE INSTALLED AT ALL DOWN SLOPE BOUNDARIES AS SHOWN ON PLANS AND AS WARRANTED WHERE PAVEMENT REMOVAL, UTILITY CONSTRUCTION, GRADING, OR OTHER CONSTRUCTION ACTIVITIES ARE TO BE PERFORMED. THE CONTRACTOR(S) SHALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE OFF SITE TRACKING OR TRANSPORT OF SEDIMENT AND DEBRIS. 8. DAMAGE TO ADJACENT AREAS AND/OR TO RECEIVING WATERS CAUSED BY DAMAGE TO ADJACENT AREAS AND/OR TO RECEIVING WATERS CAUSED BY IMPROPERLY INSTALLED OR POORLY MAINTAINED EROSION CONTROL MEASURES WILL BE THE RESPONSIBILITY OF THE CONTRACTOR(S). 9. THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR THE REMOVAL AND THE CONTRACTOR(S) SHALL BE RESPONSIBLE FOR THE REMOVAL AND DISPOSAL OF ANY SILTATION CAUSED BY HIS OPERATIONS AND /OR FAILURE OF THE EROSION CONTROL MEASURES. 10. CONTRACTOR(S) SHALL REMOVE AND PROPERLY DISPOSE OF CONTRACTOR(S) SHALL REMOVE AND PROPERLY DISPOSE OF ACCUMULATED SILT AND SEDIMENT FROM EROSION CONTROL MEASURES WHEN IT REACHES 1/3 THE HEIGHT OF THE BARRIER/ SILT FENCE, OR IMPAIRS THE EFFECTIVENESS OF THE MEASURES. 11. THE CONTRACTORS REPRESENTATIVE WILL INSPECT THE PROJECT EVERY THE CONTRACTORS REPRESENTATIVE WILL INSPECT THE PROJECT EVERY FOURTEEN DAYS, AT A MINIMUM, TO DETERMINE THE INTEGRITY AND EFFECTIVENESS OF THE EROSION CONTROL MEASURES. AN ALTERNATIVE SCHEDULE MAY BE USED AS SPECIFIED IN THE GOVERNING SWPPP FOR THE CONSTRUCTION AREA. 12. ALL STOCKPILED SOILS WILL BE SURROUNDED BY A SILT FENCE, ALL STOCKPILED SOILS WILL BE SURROUNDED BY A SILT FENCE, SEDIMENT CONTROL SWALE, OR EQUIVALENT MEASURE TO PROPERLY CONTROL SEDIMENT RUNOFF. WHETHER SHOWN IN THESE PLANS OR NOT. 13. OFF-SITE BORROW AND SPOIL AREAS ARE CONSIDERED A PART OF THE OFF-SITE BORROW AND SPOIL AREAS ARE CONSIDERED A PART OF THE PROJECT SITE AND THEREFORE SHALL COMPLY WITH THE EROSION CONTROL SHEETS AND SWPPP. THESE AREAS SHALL BE SURROUNDED BY A SILT FENCE TO EQUIVALENT MEASURE TO PROPERLY CONTROL SEDIMENT RUNOFF. WHETHER AREAS ARE SPECIFIED IN THESE PLANS OR NOT.
AutoCAD SHX Text
M. DE LEON
AutoCAD SHX Text
B. BEECHAM
AutoCAD SHX Text
M. DE LEON
AutoCAD SHX Text 04/10/2019
AutoCAD SHX Text
W912DY-09-D-0067
AutoCAD SHX Text RFB76557-127DL1-CG120-key
AutoCAD SHX Text
MICHAEL DAVID DE LEON
AutoCAD SHX Text 91753
AutoCAD SHX Text
AutoCAD SHX Text
CONFORMANCE SET
AutoCAD SHX Text W9126G-19-B-3284
AutoCAD SHX Text 04/12/2019
F/EF/EF/EF/EC A R P O O LC A R P O O LC A R P O O LC A R P O O L
F/E F/E F/E F/E
F/EF/EF/EF/E
F/E F/E F/E F/E
F/EF/EF/EF/E
F/E
F/E
F/E F/E F/E F/E
F/EF/EF/EF/E
F/E F/E F/E F/E
F/E F/E F/E F/EF/EF/EF/EF/E
F/EF/EF/EF/EF/EF/EF/EF/E
F/E
F/E
CARPOOL CARPOOL CARPOOL CARPOOL
C A R P O O LC A R P O O LC A R P O O LC A R P O O L
CARPOOL CARPOOL CARPOOL CARPOOL
CARPOOL CARPOOL CARPOOL CARPOOL
C A R P O O LC A R P O O LC A R P O O LC A R P O O L
CARPOOL CARPOOL CARPOOL
C A R P O O LC A R P O O LC A R P O O L
CARPOOL CARPOOL CARPOOL CARPOOL
C A R P O O LC A R P O O LC A R P O O LC A R P O O L
CARPOOL CARPOOL CARPOOL
C A R P O O LC A R P O O LC A R P O O L
CARPOOL CARPOOL CARPOOL CARPOOL
C A R P O O LC A R P O O LC A R P O O LC A R P O O L
CARPOOL CARPOOL CARPOOL
C A R P O O LC A R P O O LC A R P O O L
CARPOOL
C A R P O O L
54321
D
C
B
A
US Army Corps of Engineers
Fort Worth District
SHEET
IDENTIFICATION
54321 5
SHEET OF 058
F O
I S
S
H
O S
P I T
P
L A
C E
M E
N T
A R
C H
I T
E C
T U
N G
I N
E E
R I N
G
C
O N
S U
L T
I N
G
A L
E X
A N
D R
I A
V
A
U
M
Y
C
O R
F
E
N G
I N
E E
R S
F O
W
R
H
D
I S
T R
I C
T
S M
A L
L
B
U S
I N
E S
S
P
A C
K A
G
T
A F
F
P
A R
K I N
G
C O
N S
T R
U C
T I O
N
D O
C U
M E
N T
S
MATCH LINE
CG-121
E R
O S
I O
N
C
O N
T R
A
N
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
2 CG-501
AutoCAD SHX Text
CONSTRUCTION ENTRANCE
AutoCAD SHX Text
1 CG-501
AutoCAD SHX Text
SEDIMENT LOG/ WATTLES (TYP)
AutoCAD SHX Text
6 CG-501
AutoCAD SHX Text
INLET PROTECTION
AutoCAD SHX Text
5 CG-501
AutoCAD SHX Text
INLET PROTECTION
AutoCAD SHX Text
5 CG-501
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
2 CG-501
AutoCAD SHX Text
STAFF PARKING
AutoCAD SHX Text
STREET "J"
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
2 CG-501
AutoCAD SHX Text
CHAIN LINK FENCE.
AutoCAD SHX Text
ATFP BOUNDRY 10 METERS (33')
AutoCAD SHX Text
ATFP BOUNDRY 10 METERS (33')
AutoCAD SHX Text
GATE
AutoCAD SHX Text
GATE
AutoCAD SHX Text
CG-121
AutoCAD SHX Text
CG-122
AutoCAD SHX Text
CG-123
AutoCAD SHX Text
CG-124
AutoCAD SHX Text
CG-125
AutoCAD SHX Text
CG-126
AutoCAD SHX Text
CG-127
AutoCAD SHX Text
CG-128
AutoCAD SHX Text
KEY MAP
AutoCAD SHX Text N
AutoCAD SHX Text N.T.S.
AutoCAD SHX Text
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text A1
AutoCAD SHX Text
EROSION CONTROL PLAN
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
DATE:
AutoCAD SHX Text
SOLICITATION NUMBER.:
AutoCAD SHX Text
DESIGNED BY:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
SUBMITTED BY:
AutoCAD SHX Text
FILE NAME:
AutoCAD SHX Text
CHECKED BY:
AutoCAD SHX Text
CONTRACT NUMBER.:
AutoCAD SHX Text
FILE NUMBER.:
AutoCAD SHX Text
PLOT DATE:
AutoCAD SHX Text
SIZE:
AutoCAD SHX Text
PLOT SCALE:
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
MARK
AutoCAD SHX Text
DESCRIPTION
AutoCAD SHX Text
DATE
AutoCAD SHX Text
APPR
AutoCAD SHX Text
DALLAS, TEXAS 75202
AutoCAD SHX Text
FIRM REGISTRATION NO. F-761
AutoCAD SHX Text 1717 McKINNEY AVE., SUITE 1400
AutoCAD SHX Text O
AutoCAD SHX Text F
AutoCAD SHX Text D
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text L
AutoCAD SHX Text A
AutoCAD SHX Text O
AutoCAD SHX Text I
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text I
AutoCAD SHX Text L
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text C
AutoCAD SHX Text E
AutoCAD SHX Text S
AutoCAD SHX Text N
AutoCAD SHX Text T
AutoCAD SHX Text P
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text A
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text X
AutoCAD SHX Text A
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
1. SILT FENCE DESIGNATED BY THIS NOTE IS SILT FENCE DESIGNATED BY THIS NOTE IS TO BE INSTALLED AFTER INSTALLATION OF THE ADJACENT CURB LINE. 2. WATTLES ARE INTENDED TO BE USED WATTLES ARE INTENDED TO BE USED ACROSS PAVED AREAS AS SHOWN IN THE PLANS. 3. SEE SHEET CG-120 FOR ADDITIONAL SEE SHEET CG-120 FOR ADDITIONAL EROSION CONTROL NOTES. 4. CONTRACTOR TO INSTALL ALL INLET PROTECTION AS SHOWN.
AutoCAD SHX Text
STABILIZED CONSTRUCTION ENTRANCE / EXIT
AutoCAD SHX Text
SILT FENCE
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
INLET PROTECTION
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING CONTOUR
AutoCAD SHX Text
AutoCAD SHX Text
PROPOSED CONTOUR (FINISH GRADE)
AutoCAD SHX Text X
AutoCAD SHX Text H-301
AutoCAD SHX Text DETAIL No.
AutoCAD SHX Text SHEET No.
AutoCAD SHX Text
CONTRACT LIMIT LINE
AutoCAD SHX Text C.L.L.
AutoCAD SHX Text
SEDIMENT LOG/WATTLE
AutoCAD SHX Text
CG-123
AutoCAD SHX Text
M. DE LEON
AutoCAD SHX Text
B. BEECHAM
AutoCAD SHX Text
M. DE LEON
AutoCAD SHX Text 04/10/2019
AutoCAD SHX Text
W912DY-09-D-0067
AutoCAD SHX Text RFB76557-127DL1-CG121-pln
AutoCAD SHX Text
MICHAEL DAVID DE LEON
AutoCAD SHX Text 91753
AutoCAD SHX Text
AutoCAD SHX Text
CONFORMANCE SET
AutoCAD SHX Text W9126G-19-B-3284
AutoCAD SHX Text 04/12/2019
| 033 LG-110 |
| 034 LI-100 |
| 035 CG120-key-Layout1 |
| Sheets and Views |
| Layout1 |
| 036 CG121-pln-Layout1 |
| Sheets and Views |
| Layout1 |
File details come from the government source that posted it.