Drawings_Part3.pdf
PDF 3 MB Posted
- Attached to
- Fort Bliss Replacement Staff Parking B West Lot
- Solicitation number
- W9126G19B3284
About this file
Drawings
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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_Part9.pdf | ||
| Drawings_Part19.pdf | ||
| Drawings_Part4.pdf | ||
| Drawings_Part17.pdf | ||
| Drawings_Part2.pdf | ||
| Drawings_Part20.pdf |
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TRANSFORMER H3 2500 KVA OA / 3125 KVA FA 13.8 KV PRIMARY 480Y/277V SECONDARY
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DATE:
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DALLAS, TEXAS 75202
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FIRM REGISTRATION NO. F-761
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NOTES
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1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION. 2. ONLY TOP OF PAVEMENT (TP) ELEVATION IS ONLY TOP OF PAVEMENT (TP) ELEVATION IS SHOWN FOR CLARITY. TOP OF CURB (TC) ELEVATIONS ARE 6 INCHES (0.50') HIGHER AT THE TP LOCATION SHOWN. 3. ALL PROPOSED CURBS ARE SEPARATE ALL PROPOSED CURBS ARE SEPARATE CONCRETE CURB AND GUTTER (REF. DETAIL D5/SHEET CS-501), UNLESS OTHERWISE NOTED IN THE PLANS. 4. ALL AREAS OUTSIDE THE CONTRACT LIMIT LINE ALL AREAS OUTSIDE THE CONTRACT LIMIT LINE (CLL) WILL BE PRESERVED AND PROTECTED AT ALL TIMES. ANY AREAS OUTSIDE THE CLL THAT NEED TO BE DISTURBED MUST BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO WORK. ALL AREAS DISTURBED BY THE CONTRACTOR, OUTSIDE THE CLL, WILL BE RESTORED TO THE ORIGINAL GRADE. 5. PROTECT ALL EXISTING UTILITIES TO REMAIN PROTECT ALL EXISTING UTILITIES TO REMAIN FROM DAMAGE. ANY DAMAGE SHALL BE CORRECTED BY CONTRACTOR AT NO COST TO GOVERNMENT. 6. CONTRACTOR SHALL BRING TO THE ATTENTION CONTRACTOR SHALL BRING TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE ANY CONFLICT DISCOVERED IN THE FIELD, PRIOR TO PROCEEDING WITH ANY WORK. 7. CONTRACTOR SHALL INSTALL AND MAINTAIN CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES PER THE EROSION CONTROL PLANS AND SWPPP, AS WELL AS MAINTAIN ALL STREETS FREE OF MUD, DIRT AND DEBRIS FOR THE DURATION OF PROJECT. 8. ALL PROPOSED CONTOURS ARE SHOWN AS ALL PROPOSED CONTOURS ARE SHOWN AS FINAL PROPOSED TOP OF SURFACE. FOR PAVED AREAS, REFERENCE PAVING PLAN FOR DEPTH AND TYPE OF PAVEMENT MATERIAL. ALL AREAS NOT COVERED BY PAVEMENT OR OTHER CONSTRUCTION, INCLUDING ALL AREAS WITHIN THE ISLANDS, SHALL ONLY BE BROUGHT TO 3" BELOW FINISH GRADE SHOWN ON THE PLANS. 9. SEE CU SERIES DRAWINGS FOR STORM SEE CU SERIES DRAWINGS FOR STORM DRAINAGE INFORMATION. 10. FOR LOCATION OF HEADY-DUTY AND FOR LOCATION OF HEADY-DUTY AND LIGHT-DUTY ASPHALT, REFER TO CS SERIES DRAWINGS.
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LEGEND
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GB
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FG
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72.2 TP
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TOP OF PAVEMENT ELEVATION
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70.0 TC
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TOP OF CURB ELEVATION
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SURFACE FLOW
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72.2 LP
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70.0 HP
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HIGH POINT
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(FINISH GRADE/TOP OF PVMT)
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FF
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PROPOSED
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VG
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UNDER SEPARATE CONTRACT
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M. DE LEON
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B. BEECHAM
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M. DE LEON
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W912DY-09-D-0067
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MICHAEL DAVID DE LEON
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CONFORMANCE SET
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MATCH LINE
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TP
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TP
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TP/TC
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TC
AutoCAD SHX Text 69.00
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.92
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.37
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.24
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.32
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.75
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.92
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.59
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.16
AutoCAD SHX Text
TP/GB
AutoCAD SHX Text 69.60
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.70
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.74
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.81
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.23
AutoCAD SHX Text
TC
AutoCAD SHX Text 70.08
AutoCAD SHX Text 69.75
AutoCAD SHX Text
TC
AutoCAD SHX Text 69.45
AutoCAD SHX Text
TC
AutoCAD SHX Text 68.85
AutoCAD SHX Text
TC/LP
AutoCAD SHX Text 69.53
AutoCAD SHX Text
TP/HP
AutoCAD SHX Text 70.72
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.72
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.96
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.84
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.09
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.84
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.56
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.60
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.65
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.89
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.47
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.12
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.62
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.84
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.25
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.45
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.21
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.97
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.17
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.39
AutoCAD SHX Text
TP
AutoCAD SHX Text
GB
AutoCAD SHX Text 67.60
AutoCAD SHX Text
INLET
AutoCAD SHX Text 67.60
AutoCAD SHX Text
INLET
AutoCAD SHX Text 67.89
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.82
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.88
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.62
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.13
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.00
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.00
AutoCAD SHX Text
TP
AutoCAD SHX Text 67.96
AutoCAD SHX Text
TP/GB
AutoCAD SHX Text 68.06
AutoCAD SHX Text
TP/GB
AutoCAD SHX Text 68.95
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.91
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.96
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.05
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.06
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.28
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.05
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.14
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.05
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.25
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.10
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.13
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.18
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.23
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.61
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.64
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.70
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.76
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.69
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.75
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.64
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.47
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.44
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.69
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.88
AutoCAD SHX Text
TP
AutoCAD SHX Text 68.89
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.13
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.24
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.29
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.08
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.02
AutoCAD SHX Text
TP
AutoCAD SHX Text 67.89
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.92
AutoCAD SHX Text
TP
AutoCAD SHX Text 71.00
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.90
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.95
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.94
AutoCAD SHX Text
TP
AutoCAD SHX Text 71.00
AutoCAD SHX Text
TP
AutoCAD SHX Text 71.00
AutoCAD SHX Text
TP
AutoCAD SHX Text 71.10
AutoCAD SHX Text
TP
AutoCAD SHX Text 71.17
AutoCAD SHX Text
TP
AutoCAD SHX Text 71.32
AutoCAD SHX Text
SW
AutoCAD SHX Text 71.49
AutoCAD SHX Text
SW
AutoCAD SHX Text 70.50
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.60
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.51
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.45
AutoCAD SHX Text
TP
AutoCAD SHX Text 71.00
AutoCAD SHX Text
TP
AutoCAD SHX Text 71.32
AutoCAD SHX Text
SW
AutoCAD SHX Text 70.67
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.69
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.90
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.82
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.73
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.52
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.60
AutoCAD SHX Text
TP
AutoCAD SHX Text 71.28
AutoCAD SHX Text
TP/HP
AutoCAD SHX Text 71.60
AutoCAD SHX Text
SW
AutoCAD SHX Text
GB
AutoCAD SHX Text 70.15
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.15
AutoCAD SHX Text
TP
AutoCAD SHX Text 70.18
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.63
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.63
AutoCAD SHX Text
TP
AutoCAD SHX Text 69.60
AutoCAD SHX Text
TP
AutoCAD SHX Text
STREET "J"
AutoCAD SHX Text 1+00
AutoCAD SHX Text 2+00
AutoCAD SHX Text 3+00
AutoCAD SHX Text 4+00
AutoCAD SHX Text 4+58.58 N 10683220.78 E 436065.61
AutoCAD SHX Text
PT = 2+61.05 N 10683220.78 E 435868.09
AutoCAD SHX Text
PC = 1+47.96 N 10683148.78 E 435796.09
AutoCAD SHX Text 0+00 N 10683000.82 E 435796.09
AutoCAD SHX Text
NORTH ACCESS DRIVE
AutoCAD SHX Text
CLL
AutoCAD SHX Text
CLL
AutoCAD SHX Text
CLL
AutoCAD SHX Text
CLL
AutoCAD SHX Text
LOD
AutoCAD SHX Text
LOD
AutoCAD SHX Text
CG-101
AutoCAD SHX Text
CG-103
AutoCAD SHX Text
CG-105
AutoCAD SHX Text
CG-106
AutoCAD SHX Text
CG-102
AutoCAD SHX Text
CG-104
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
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
CIVIL GRADING PLAN
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
CG-103
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION. 2. ONLY TOP OF PAVEMENT (TP) ELEVATION IS ONLY TOP OF PAVEMENT (TP) ELEVATION IS SHOWN FOR CLARITY. TOP OF CURB (TC) ELEVATIONS ARE 6 INCHES (0.50') HIGHER AT THE TP LOCATION SHOWN. 3. ALL PROPOSED CURBS ARE SEPARATE ALL PROPOSED CURBS ARE SEPARATE CONCRETE CURB AND GUTTER (REF. DETAIL D5/SHEET CS-501), UNLESS OTHERWISE NOTED IN THE PLANS. 4. ALL AREAS OUTSIDE THE CONTRACT LIMIT LINE ALL AREAS OUTSIDE THE CONTRACT LIMIT LINE (CLL) WILL BE PRESERVED AND PROTECTED AT ALL TIMES. ANY AREAS OUTSIDE THE CLL THAT NEED TO BE DISTURBED MUST BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO WORK. ALL AREAS DISTURBED BY THE CONTRACTOR, OUTSIDE THE CLL, WILL BE RESTORED TO THE ORIGINAL GRADE. 5. PROTECT ALL EXISTING UTILITIES TO REMAIN PROTECT ALL EXISTING UTILITIES TO REMAIN FROM DAMAGE. ANY DAMAGE SHALL BE CORRECTED BY CONTRACTOR AT NO COST TO GOVERNMENT. 6. CONTRACTOR SHALL BRING TO THE ATTENTION CONTRACTOR SHALL BRING TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE ANY CONFLICT DISCOVERED IN THE FIELD, PRIOR TO PROCEEDING WITH ANY WORK. 7. CONTRACTOR SHALL INSTALL AND MAINTAIN CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES PER THE EROSION CONTROL PLANS AND SWPPP, AS WELL AS MAINTAIN ALL STREETS FREE OF MUD, DIRT AND DEBRIS FOR THE DURATION OF PROJECT. 8. ALL PROPOSED CONTOURS ARE SHOWN AS ALL PROPOSED CONTOURS ARE SHOWN AS FINAL PROPOSED TOP OF SURFACE. FOR PAVED AREAS, REFERENCE PAVING PLAN FOR DEPTH AND TYPE OF PAVEMENT MATERIAL. ALL AREAS NOT COVERED BY PAVEMENT OR OTHER CONSTRUCTION, INCLUDING ALL AREAS WITHIN THE ISLANDS, SHALL ONLY BE BROUGHT TO 3" BELOW FINISH GRADE SHOWN ON THE PLANS. 9. SEE CU SERIES DRAWINGS FOR STORM SEE CU SERIES DRAWINGS FOR STORM DRAINAGE INFORMATION. 10. FOR LOCATION OF HEADY-DUTY AND FOR LOCATION OF HEADY-DUTY AND LIGHT-DUTY ASPHALT, REFER TO CS SERIES DRAWINGS.
AutoCAD SHX Text
AutoCAD SHX Text
PROPOSED CONTOUR
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING CONTOUR
AutoCAD SHX Text
GB
AutoCAD SHX Text
GRADE BREAK
AutoCAD SHX Text
FG
AutoCAD SHX Text
FINISH GRADE ELEVATION
AutoCAD SHX Text
72.2 TP
AutoCAD SHX Text
TOP OF PAVEMENT ELEVATION
AutoCAD SHX Text
70.0 TC
AutoCAD SHX Text
TOP OF CURB ELEVATION
AutoCAD SHX Text
SURFACE FLOW
AutoCAD SHX Text
72.2 LP
AutoCAD SHX Text
LOW POINT
AutoCAD SHX Text
70.0 HP
AutoCAD SHX Text
HIGH POINT
AutoCAD SHX Text
(FINISH GRADE/TOP OF PVMT)
AutoCAD SHX Text
AutoCAD SHX Text C-900
AutoCAD SHX Text DETAIL No.
AutoCAD SHX Text SHEET No.
AutoCAD SHX Text
FF
AutoCAD SHX Text
FINISH FLOOR ELEVATION
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
VG
AutoCAD SHX Text
VALLEY GUTTER
AutoCAD SHX Text C.L.L.
AutoCAD SHX Text
CONTRACT LIMIT LINE
AutoCAD SHX Text N
AutoCAD SHX Text
NORTHING
AutoCAD SHX Text
BM
AutoCAD SHX Text
BENCH MARK
AutoCAD SHX Text E
AutoCAD SHX Text
EASTING
AutoCAD SHX Text Z
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
FC
AutoCAD SHX Text
FLUSH CURB.
AutoCAD SHX Text
TRC
AutoCAD SHX Text
TRANSITION CURB.
AutoCAD SHX Text U.S.C.
AutoCAD SHX Text
UNDER SEPARATE CONTRACT
AutoCAD SHX Text
M. DE LEON
AutoCAD SHX Text
B. BEECHAM
AutoCAD SHX Text
M. DE LEON
AutoCAD SHX Text 06/02/2017
AutoCAD SHX Text
W912DY-09-D-0067
AutoCAD SHX Text RFB76557-127DL1-CG101-pln
AutoCAD SHX Text
MICHAEL DAVID DE LEON
AutoCAD SHX Text 91753
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
AutoCAD SHX Text
CONFORMANCE SET
AutoCAD SHX Text 04/12/2019
W9126G-19-B-3284
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/EF/EF/EF/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
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
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
M
Y
C
O R
E
N G
I N
E E
R S
F O
R
S
T R
I C
T
S M
A L
L
B
U S
I N
E S
S
P
A C
K A
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
M A
T C
H L
IN
E
CG-102
G R
A D
I N
G
P
L A
N
AutoCAD SHX Text
HP
AutoCAD SHX Text
SAG
AutoCAD SHX Text
HG-2
AutoCAD SHX Text
HG-1
AutoCAD SHX Text
PRGS
AutoCAD SHX Text MG-1a
AutoCAD SHX Text T
AutoCAD SHX Text 32#
AutoCAD SHX Text D
AutoCAD SHX Text T
AutoCAD SHX Text 32#
AutoCAD SHX Text T
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
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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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
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
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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
TP
AutoCAD SHX Text 68.55
AutoCAD SHX Text
FG
AutoCAD SHX Text 64.50
AutoCAD SHX Text
FL
AutoCAD SHX Text
STREET "B"
AutoCAD SHX Text
SET CONCRETE MONUMENT WITH ALUMINUM DISK STAMPED JACOBS/HZI
AutoCAD SHX Text
MON H2 N 10683553.20 E 437713.78 Z 3979.77
AutoCAD SHX Text
CG-101
AutoCAD SHX Text
CG-103
AutoCAD SHX Text
CG-105
AutoCAD SHX Text
CG-106
AutoCAD SHX Text
CG-102
AutoCAD SHX Text
CG-104
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
KEY MAP
AutoCAD SHX Text N
AutoCAD SHX Text N.T.S.
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
AutoCAD SHX Text 20'
AutoCAD SHX Text 40'
AutoCAD SHX Text
NORTH
AutoCAD SHX Text A1
AutoCAD SHX Text
CIVIL GRADING PLAN
AutoCAD SHX Text
SCALE: 1" = 20'
AutoCAD SHX Text
CG-104
AutoCAD SHX Text
CG-103
AutoCAD SHX Text
NOTES
AutoCAD SHX Text
1. CONTRACTOR SHALL VERIFY FIELD CONDITIONS CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO CONSTRUCTION. 2. ONLY TOP OF PAVEMENT (TP) ELEVATION IS ONLY TOP OF PAVEMENT (TP) ELEVATION IS SHOWN FOR CLARITY. TOP OF CURB (TC) ELEVATIONS ARE 6 INCHES (0.50') HIGHER AT THE TP LOCATION SHOWN. 3. ALL PROPOSED CURBS ARE SEPARATE ALL PROPOSED CURBS ARE SEPARATE CONCRETE CURB AND GUTTER (REF. DETAIL D5/SHEET CS-501), UNLESS OTHERWISE NOTED IN THE PLANS. 4. ALL AREAS OUTSIDE THE CONTRACT LIMIT LINE ALL AREAS OUTSIDE THE CONTRACT LIMIT LINE (CLL) WILL BE PRESERVED AND PROTECTED AT ALL TIMES. ANY AREAS OUTSIDE THE CLL THAT NEED TO BE DISTURBED MUST BE APPROVED BY THE CONTRACTING OFFICER PRIOR TO WORK. ALL AREAS DISTURBED BY THE CONTRACTOR, OUTSIDE THE CLL, WILL BE RESTORED TO THE ORIGINAL GRADE. 5. PROTECT ALL EXISTING UTILITIES TO REMAIN PROTECT ALL EXISTING UTILITIES TO REMAIN FROM DAMAGE. ANY DAMAGE SHALL BE CORRECTED BY CONTRACTOR AT NO COST TO GOVERNMENT. 6. CONTRACTOR SHALL BRING TO THE ATTENTION CONTRACTOR SHALL BRING TO THE ATTENTION OF THE CONTRACTING OFFICER'S REPRESENTATIVE ANY CONFLICT DISCOVERED IN THE FIELD, PRIOR TO PROCEEDING WITH ANY WORK. 7. CONTRACTOR SHALL INSTALL AND MAINTAIN CONTRACTOR SHALL INSTALL AND MAINTAIN EROSION CONTROL MEASURES PER THE EROSION CONTROL PLANS AND SWPPP, AS WELL AS MAINTAIN ALL STREETS FREE OF MUD, DIRT AND DEBRIS FOR THE DURATION OF PROJECT. 8. ALL PROPOSED CONTOURS ARE SHOWN AS ALL PROPOSED CONTOURS ARE SHOWN AS FINAL PROPOSED TOP OF SURFACE. FOR PAVED AREAS, REFERENCE PAVING PLAN FOR DEPTH AND TYPE OF PAVEMENT MATERIAL. ALL AREAS NOT COVERED BY PAVEMENT OR OTHER CONSTRUCTION, INCLUDING ALL AREAS WITHIN THE ISLANDS, SHALL ONLY BE BROUGHT TO 3" BELOW FINISH GRADE SHOWN ON THE PLANS. 9. SEE CU SERIES DRAWINGS FOR STORM SEE CU SERIES DRAWINGS FOR STORM DRAINAGE INFORMATION. 10. FOR LOCATION OF HEADY-DUTY AND FOR LOCATION OF HEADY-DUTY AND LIGHT-DUTY ASPHALT, REFER TO CS SERIES DRAWINGS.
AutoCAD SHX Text
AutoCAD SHX Text
PROPOSED CONTOUR
AutoCAD SHX Text
LEGEND
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING CONTOUR
AutoCAD SHX Text
GB
AutoCAD SHX Text
GRADE BREAK
AutoCAD SHX Text
FG
AutoCAD SHX Text
FINISH GRADE ELEVATION
AutoCAD SHX Text
72.2 TP
AutoCAD SHX Text
TOP OF PAVEMENT ELEVATION
AutoCAD SHX Text
70.0 TC
AutoCAD SHX Text
TOP OF CURB ELEVATION
AutoCAD SHX Text
SURFACE FLOW
AutoCAD SHX Text
72.2 LP
AutoCAD SHX Text
LOW POINT
AutoCAD SHX Text
70.0 HP
AutoCAD SHX Text
HIGH POINT
AutoCAD SHX Text
(FINISH GRADE/TOP OF PVMT)
AutoCAD SHX Text
AutoCAD SHX Text C-900
AutoCAD SHX Text DETAIL No.
AutoCAD SHX Text SHEET No.
AutoCAD SHX Text
FF
AutoCAD SHX Text
FINISH FLOOR ELEVATION
AutoCAD SHX Text
PROPOSED
AutoCAD SHX Text
GRADING LIMITS
AutoCAD SHX Text
VG
AutoCAD SHX Text
VALLEY GUTTER
AutoCAD SHX Text C.L.L.
AutoCAD SHX Text
CONTRACT LIMIT LINE
AutoCAD SHX Text N
AutoCAD SHX Text
NORTHING
AutoCAD SHX Text
BM
AutoCAD SHX Text
BENCH MARK
AutoCAD SHX Text E
AutoCAD SHX Text
EASTING
AutoCAD SHX Text Z
AutoCAD SHX Text
ELEVATION
AutoCAD SHX Text
FC
AutoCAD SHX Text
FLUSH CURB.
AutoCAD SHX Text
TRC
AutoCAD SHX Text
TRANSITION CURB.
AutoCAD SHX Text U.S.C.
AutoCAD SHX Text
UNDER SEPARATE CONTRACT
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-CG102-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
04/12/2019
| 009 CD-105 |
| 010 CG100-key-Layout1 |
| Sheets and Views |
| Layout1 |
| 011 CG101-pln-Layout1 |
| Sheets and Views |
| Layout1 |
| 012 CG102-pln-Layout1 |
| Sheets and Views |
| Layout1 |
File details come from the government source that posted it.