2021_1229_Pkg 1A_ A 0013_All Drawings.pdf
PDF 4 MB Posted
- Solicitation number
- W912ER21R0025
About this file
This solicitation seeks construction services for an Organizational Level Maintenance Hangar with eight aircraft bays, an adjacent Organizational Level Corrosion Control Hangar with two additional aircraft bays, associated shop spaces, vehicle parking sunshades, related site improvements, and incidental work. The project is located at Al Jaber Air Base in Kuwait. All inquiries must be submitted through ProjNet to receive a response, as specified in the solicitation. The solicitation was issued by the Department of the Army Corps of Engineers Engineering District Middle East.
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US Army Corps of
Engineers ®
SHEET ID
A L
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File Path:
Plot Date:
M A
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UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
K U
G d w g
A
M
G-011
D A
T E
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X
C
L
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KU-472118-2--G-001
COVER SHEET - CLIN 1A - FACILITIES A, B, C AND P
KU-472118-2--G-011
INDEX - CLIN 1A - FACILITIES A, B, AND C - SITE DESIGN - SHEET 1 OF 2
KU-472118-2--G-030 STANDARD SYMBOLS/LEGENDS
KU-472118-2--G-031 STANDARD ABBREVIATIONS
KU-472118-2--VF101 OVERALL EXISTING CONDITIONS PLAN
KU-472118-2--VF111 EXISTING CONDITIONS PLAN - SHEET 1 OF 17
KU-472118-2--VF112 EXISTING CONDITIONS PLAN - SHEET 2 OF 17
KU-472118-2--VF113 EXISTING CONDITIONS PLAN - SHEET 3 OF 17
KU-472118-2--VF114 EXISTING CONDITIONS PLAN - SHEET 4 OF 17
KU-472118-2--VF115 EXISTING CONDITIONS PLAN - SHEET 5 OF 17
KU-472118-2--VF116 EXISTING CONDITIONS PLAN - SHEET 6 OF 17
KU-472118-2--VF117 EXISTING CONDITIONS PLAN - SHEET 7 OF 17
KU-472118-2--VF118 EXISTING CONDITIONS PLAN - SHEET 8 OF 17
KU-472118-2--VF119 EXISTING CONDITIONS PLAN - SHEET 9 OF 17
KU-472118-2--VF120 EXISTING CONDITIONS PLAN - SHEET 10 OF 17
KU-472118-2--VF121 EXISTING CONDITIONS PLAN - SHEET 11 OF 17
KU-472118-2--VF122 EXISTING CONDITIONS PLAN - SHEET 12 OF 17
KU-472118-2--VF123 EXISTING CONDITIONS PLAN - SHEET 13 OF 17
KU-472118-2--VF124 EXISTING CONDITIONS PLAN - SHEET 14 OF 17
KU-472118-2--VF151 EXISTING CONDITIONS PLAN - SHEET 15 OF 17
KU-472118-2--CD101 OVERALL DEMOLITION PLAN
KU-472118-2--CD111 DEMOLITION PLAN - SHEET 1 OF 9
KU-472118-2--CD112 DEMOLITION PLAN - SHEET 2 OF 9
KU-472118-2--CD113 DEMOLITION PLAN - SHEET 3 OF 9
KU-472118-2--CD114 DEMOLITION PLAN - SHEET 4 OF 9
KU-472118-2--CD115 DEMOLITION PLAN - SHEET 5 OF 9
KU-472118-2--CD116 DEMOLITION PLAN - SHEET 6 OF 9
KU-472118-2--CD117 DEMOLITION PLAN - SHEET 7 OF 9
KU-472118-2--CD118 DEMOLITION PLAN - SHEET 8 OF 9
KU-472118-2--CG101 OVERALL GRADING AND DRAINAGE PLAN
KU-472118-2--CG111 GRADING AND DRAINAGE PLAN - SHEET 1 OF 8
KU-472118-2--CG112 GRADING AND DRAINAGE PLAN - SHEET 2 OF 8
KU-472118-2--CG113 GRADING AND DRAINAGE PLAN - SHEET 3 OF 8
KU-472118-2--CG114 GRADING AND DRAINAGE PLAN - SHEET 4 OF 8
KU-472118-2--CG115 GRADING AND DRAINAGE PLAN - SHEET 5 OF 8
KU-472118-2--CG116 GRADING AND DRAINAGE PLAN - SHEET 6 OF 8
KU-472118-2--CG117 GRADING AND DRAINAGE PLAN - SHEET 7 OF 8
KU-472118-2--CG118 GRADING AND DRAINAGE PLAN - SHEET 8 OF 8
KU-472118-2--CS101 OVERALL SITE PLAN
KU-472118-2--CS111 SITE PLAN - SHEET 1 OF 6
KU-472118-2--CS112 SITE PLAN - SHEET 2 OF 6
KU-472118-2--CS113 SITE PLAN - SHEET 3 OF 6
KU-472118-2--CS114 SITE PLAN - SHEET 4 OF 6
KU-472118-2--CS115 SITE PLAN - SHEET 5 OF 6
KU-472118-2--CS116 SITE PLAN - SHEET 6 OF 6
KU-472118-2--CS151 PCP/CCP GEOMETRY PLAN
REVISIONS
GENERAL
SITE DESIGN - SURVEY
FACILITY A - UTILITY INFRASTRUCTURE, FACILITY B - POWER CHECK PAD, AND FACILITY C - COMPASS CALIBRATION PAD
INDEX OF DRAWINGS
SHT. REF.
NO.
FILE NO.
REV. NO. AM/COP NO.
TITLE
KU-472118-2--CG201 STORM PROFILES AND SCHEDULE - SHEET 1 OF 2
G-001
G-011
G-030
G-031
VF101
VF111
VF112
VF113
VF114
VF115
VF116
VF117
VF118
VF119
VF120
VF121
VF122
VF123
VF124
VF151
CD101
CD111
CD112
CD113
CD114
CD115
CD116
CD117
CD118
CG101
CG111
CG112
CG113
CG114
CG115
CG116
CG117
CG118
CG201
CS101
CS111
CS112
CS113
CS114
CS115
CS116
CS151
KU-472118-2--CU201 SANITARY SEWER PROFILES - SHEET 1 OF 2
REVISIONS
FACILITY A - UTILITY INFRASTRUCTURE, FACILITY B - POWER CHECK PAD, AND FACILITY C - COMPASS CALIBRATION PAD
INDEX OF DRAWINGS (CONTINUATION)
SHT. REF.
NO.
FILE NO.
REV. NO. AM/COP NO.
TITLE
CU201
KU-472118-2--VF152 EXISTING CONDITIONS PLAN - SHEET 16 OF 17VF152
KU-472118-2--VF153 EXISTING CONDITIONS PLAN - SHEET 17 OF 17VF153
KU-472118-2--G-013 INDEX - CLIN 1A - FACILITY P - PUMP HOUSEG-013
KU-472118-2--CD151 DEMOLITION PLAN - SHEET 9 OF 9CD151
KU-472118-2--CG151 PCP/CCP GRADING AND DRAINAGE PLAN - SHEET 1 OF 3CG151
KU-472118-2--CG152CG152
KU-472118-2--CG153CG153
PCP/CCP GRADING AND DRAINAGE PLAN - SHEET 2 OF 3
PCP/CCP GRADING AND DRAINAGE PLAN - SHEET 3 OF 3
KU-472118-2--CG351 PCP/CCP TYPICAL SECTIONS - SHEET 1 OF 3CG351
KU-472118-2--CG352 PCP/CCP TYPICAL SECTIONS - SHEET 2 OF 3CG352
KU-472118-2--CS161 ALIGNMENT 1 PLAN AND PROFILECS161
KU-472118-2--CS162 ALIGNMENT 2 PLAN AND PROFILE - SHEET 1 OF 2CS162
KU-472118-2--CS163 ALIGNMENT 2 PLAN AND PROFILE - SHEET 2 OF 2CS163
KU-472118-2--CS164 ALIGNMENT 3 PLAN AND PROFILECS164
KU-472118-2--CP151 PAVEMENT JOINT PLANCP151
KU-472118-2--CP161 PCP/CCP MARKING PLAN - SHEET 1 OF 3CP161
KU-472118-2--CP162 PCP/CCP MARKING PLAN - SHEET 2 OF 3CP162
KU-472118-2--CP163 PCP/CCP MARKING PLAN - SHEET 3 OF 3CP163
KU-472118-2--CP501 PAVEMENT DETAILS - SHEET 1 OF 2CP501
KU-472118-2--CP502 PAVEMENT DETAILS - SHEET 2 OF 2CP502
KU-472118-2--CP551 MARKING DETAILSCP551
KU-472118-2--CU101 OVERALL SITE UTILITY PLAN
KU-472118-2--CU111 SITE UTILITY PLAN - SHEET 1 OF 14
KU-472118-2--CU112 SITE UTILITY PLAN - SHEET 2 OF 14
KU-472118-2--CU113 SITE UTILITY PLAN - SHEET 3 OF 14
KU-472118-2--CU114 SITE UTILITY PLAN - SHEET 4 OF 14
KU-472118-2--CU115 SITE UTILITY PLAN - SHEET 5 OF 14
KU-472118-2--CU116 SITE UTILITY PLAN - SHEET 6 OF 14
KU-472118-2--CU117 SITE UTILITY PLAN - SHEET 7 OF 14
CU101
CU111
CU112
CU113
CU114
CU115
CU116
CU117
KU-472118-2--CU202 SANITARY SEWER PROFILES - SHEET 2 OF 2CU202
KU-472118-2--CU205CU205
KU-472118-2--CU206CU206
KU-472118-2--CU210CU210
KU-472118-2--CU211
WATERLINE PROFILES - SHEET 1 OF 3
CU211
KU-472118-2--CU212
WATERLINE PROFILES - SHEET 2 OF 3
CU212
KU-472118-2--CU213
FIRE PROTECTION WATERLINE PROFILES - SHEET 1 OF 9
CU213
KU-472118-2--CU214
FIRE PROTECTION WATERLINE PROFILES - SHEET 2 OF 9
CU214
KU-472118-2--CU215
FIRE PROTECTION WATERLINE PROFILES - SHEET 3 OF 9
CU215
FIRE PROTECTION WATERLINE PROFILES - SHEET 4 OF 9
KU-472118-2--CU501
FIRE PROTECTION WATERLINE PROFILES - SHEET 5 OF 9
CU501
KU-472118-2--CU502
FIRE PROTECTION WATERLINE PROFILES - SHEET 6 OF 9
CU502
KU-472118-2--CU503
UTILITY DETAILS - SHEET 1 OF 13
CU503
KU-472118-2--CU504
UTILITY DETAILS - SHEET 2 OF 13
CU504
KU-472118-2--CU505
UTILITY DETAILS - SHEET 3 OF 13
CU505
KU-472118-2--CU506
UTILITY DETAILS - SHEET 4 OF 13
CU506
KU-472118-2--CU507CU507
KU-472118-2--CU508CU508
KU-472118-2--CU509CU509
KU-472118-2--CU510CU510
KU-472118-2--CU511CU511
KU-472118-2--CU512CU512
KU-472118-2--CU513CU513
KU-472118-2--CU118 SITE UTILITY PLAN - SHEET 8 OF 14CU118
KU-472118-2--CU119 SITE UTILITY PLAN - SHEET 9 OF 14CU119
KU-472118-2--CU120 SITE UTILITY PLAN - SHEET 10 OF 14CU120
KU-472118-2--CU121 SITE UTILITY PLAN - SHEET 11 OF 14CU121
KU-472118-2--CU122 SITE UTILITY PLAN - SHEET 12 OF 14CU122
KU-472118-2--CU123 SITE UTILITY PLAN - SHEET 13 OF 14CU123
KU-472118-2--CU124 SITE UTILITY PLAN - SHEET 14 OF 14CU124
KU-472118-2--CS201 ROAD PROFILES - SHEET 1 OF 4CS201
KU-472118-2--CS202 ROAD PROFILES - SHEET 2 OF 4CS202
KU-472118-2--CS203 ROAD PROFILES - SHEET 3 OF 4CS203
KU-472118-2--CS204 ROAD PROFILES - SHEET 4 OF 4CS204
KU-472118-2--CU601CU601 SANITARY SEWER STRUCTURE AND PIPE SCHEDULE
UTILITY DETAILS - SHEET 5 OF 13
UTILITY DETAILS - SHEET 6 OF 13
UTILITY DETAILS - SHEET 7 OF 13
UTILITY DETAILS - SHEET 8 OF 13
UTILITY DETAILS - SHEET 9 OF 13
UTILITY DETAILS - SHEET 10 OF 13
UTILITY DETAILS - SHEET 11 OF 13
UTILITY DETAILS - SHEET 12 OF 13
UTILITY DETAILS - SHEET 13 OF 13
* NO WORK ON THIS SHEET. SHEET INCLUDED FOR REFERENCE ONLY.
KU-472118-2--VF180 BENCHMARKS AND STATION CONTROL POINTSVF180
SITE DESIGN - CIVIL
KU-472118-2--GC001 CIVIL GENERAL NOTES AND ABBREVIATIONS - SHEET 1 OF 2GC001
KU-472118-2--GC002 CIVIL GENERAL NOTES AND ABBREVIATIONS - SHEET 2 OF 2GC002
KU-472118-2--GC101 OVERALL CLIN DELINEATION PLANGC101
KU-472118-2--GC102 OVERALL CLIN DELINEATION PLAN - APRON AREAGC102
KU-472118-2--GC103 STAGING AND HAUL ROUTE PLANGC103
KU-472118-2--GC105 CIVIL SHEETS KEY PLANGC105
KU-472118-2--CG202 STORM PROFILES AND SCHEDULE - SHEET 2 OF 2CG202
KU-472118-2--CG501 GRADING AND DRAINAGE DETAILS - SHEET 1 OF 3CG501
KU-472118-2--CG502 GRADING AND DRAINAGE DETAILS - SHEET 2 OF 2CG502
KU-472118-2--CS501 SITE DETAILSCS501
KU-472118-2--CS601CS601 ROADWAY ALIGNMENT DATA AND TYPICAL SECTIONS
KU-472118-2--CP401 ENLARGED PAVEMENT JOINT LAYOUT PLANCP401
KU-472118-2--CX502CX502 SECURITY FENCE DETAILS - SHEET 2 OF 2
SECURITY FENCE PLANKU-472118-2--CX101CX101
SECURITY FENCE DETAILS - SHEET 1 OF 2KU-472118-2--CX501CX501
KU-472118-2--CP503 BLAST DEFLECTOR DETAILSCP503
KU-472118-2--CU203CU203 SANITARY SEWER PROFILE - FORCE MAIN
KU-472118-2--CU531CU531 SANITARY PUMP STATION - BREAK CHAMBERS DETAILS
KU-472118-2--CU207CU207 WATERLINE PROFILES - SHEET 3 OF 3
KU-472118-2--G-012
INDEX - CLIN 1A - FACILITIES A, B, AND C - SITE DESIGN - SHEET 2 OF 2
G-012
INDEX OF DRAWINGS
NUMBERING SYSTEM:
XX100
DISCIPLINE:
C - CIVIL
L - LANDSCAPE
A - ARCHITECTURE
M - MECHANICAL
E - ELECTRICAL
P - PLUMBING
S - STRUCTURAL
K - FOOD SERVICE
DISCIPLINE MODIFIER
REFER TO A/E/C CAD STANDARD
FOR SHEET NUMBERINGSTANDARDS
SHEET NUMBER WITHIN SERIES
SITE DESIGN - CIVIL (CONTINUATION)
KU-472118-2--CU216CU216 FIRE PROTECTION WATERLINE PROFILES - SHEET 7 OF 9
KU-472118-2--CU217CU217 FIRE PROTECTION WATERLINE PROFILES - SHEET 8 OF 9
KU-472118-2--CU218CU218 FIRE PROTECTION WATERLINE PROFILES - SHEET 9 OF 9
KU-472118-2--CG353 PCP/CCP TYPICAL SECTIONS - SHEET 3 OF 3CG353
KU-472118-2--CG503 GRADING AND DRAINAGE DETAILS - SHEET 3 OF 3CG503
KU-472118-2--CS401 ENLARGED PUMP HOUSE AND TANK AREACS401
REVISED IAW AMENDMENT 0011
R E
V I S
W
A
M E
N D
M E
G
REVISED IAW AMENDMENT 0004
REVISED IAW AMENDMENT 0004
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
R
E V
I S
W
A
M E
N D
M E
S
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0013
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0007
R E
V I S
W
A
M E
N D
M E
REVISED IAW AMENDMENT 0007
REVISED IAW AMENDMENT 0008
4 378
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W
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W
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REVISED IAW AMENDMENT 0011
REVISED IAW AMENDMENT 0013
11 REVISED IAW AMENDMENT 0011
REVISED IAW AMENDMENT 0013
REVISED IAW AMENDMENT 0013
REVISED IAW AMENDMENT 0011
REVISED IAW AMENDMENT 0011
REVISED IAW AMENDMENT 0011
REVISED IAW AMENDMENT 0011
R E
V I S
W
A
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N D
M E
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REVISED IAW AMENDMENT 0013
REVISED IAW AMENDMENT 0013
N
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N
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#2
PUMP
HOUSE
F F
F
F
F
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F
F
F
F
F
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F F
F F
SANSANSANSANSANSAN
S
A
N
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A
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S A
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F
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F F
F F
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WW
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W W W W
DETENTION BASIN #1
DETENTION BASIN #2
WL W-1
STA. 3+000.00
FPW F-1
STA. 5+000.00
FPW F-5
STA. 1+082.31
CONTINUE
TO CLIN 3
WAREHOUSE
FPW F-1
STA. 5+411.31 =
FPW F-3
STA. 9+000.00
FPW F-1
STA. 5+503.78 =
FPW F-2
STA. 8+307.10
FPW F-1
STA. 5+356.40 =
FPW F-5
STA. 1+000.00
FPW F-1
STA. 5+180.15 =
FPW F-2
STA. 8+000.00
FPW F-1
STA. 5+262.60 =
FPW F-4
STA. 9+500.00
C B
D
CB
CB
D CB
CB
D
D
D
CB
CB
D
CB
CB CB
WL F-2
STA. 8+162.90 =
WL F-4
STA. 9+583.34
WL W-1
STA. 3+183.64 =
WL W-2
STA. 4+000.00
WL W-1
STA. 3+578.12 =
WL W-2
STA. 4+374.27
FPW F-1
STA. 5+544.43 =
FPW F-3
STA. 9+177.80
GENERAL SHEET NOTES
1. DO NOT SCALE FROM THE DRAWING.
2. DIMENSIONS AND RELEVANT LEVELS ARE IN METERS UNLESS
NOTED OTHERWISE. ALL DIMENSIONS TO BE VERIFIED ON SITE
& APPROVED BY THE ENGINEER.
3. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH
OTHER RELEVANT ARCHITECTURAL, STRUCTURAL,
MECHANICAL, ELECTRICAL AND CIVIL DRAWINGS AND
RELEVANT SECTIONS OF THE SPECIFICATIONS.
4. CONTRACTOR SHALL VERIFY THE PRESENCE OF OTHER
EXISTING NETWORKS & CHECK FOR CONFLICTS WITH THE
PROPOSED UTILITIES. ANY CHANGES SHALL BE
COMMUNICATED WITH THE DESIGNER.
5. THE CONTRACTOR SHALL CAREFULLY READ LAYOUT
DRAWINGS IN CONJUNCTION WITH THESE GENERAL NOTES
AND ENSURE COMPLIANCE WITH ALL REQUIREMENTS
REFLECTED IN THIS GENERAL NOTES AT ALL TIMES.
6. REFER TO FIRE PROTECTION PLANS ON SHEET F-101 FOR
WATERLINE AND FIRE PROTECTION WATERLINE
CONNECTIONS TO PUMP HOUSE AND TANKS.
7. REFER TO SHEET CU111 TO CU124 FOR FIRE PROTECTION
WATERLINE F-6 TO F-34 AND WATERLINE W-3 TO W-12.
SHEET KEYNOTES
SHEET LEGEND
WATERLINE W-1
WATERLINE W-2
FIRE PROTECTION WATERLINE F-1
FIRE PROTECTION WATERLINE F-2
FIRE PROTECTION WATERLINE F-3
FIRE PROTECTION WATERLINE F-4
FIRE PROTECTION WATERLINE F-5
CONNECT TO EX 200 DOMESTIC WATERLINE (WET TAPPING
SLEEVE AND VALVE). CONTRACTOR SHALL FIELD VERIFY
CONNECTION LOCATION
F F
SAN
W
CX_XXXX
FM
L
THRUST BLOCK
WATER VALVE
POST INDICATOR VALVE
SANITARY SEWER CLEANOUT
SANITARY MANHOLE
PUMP STATION
FIRE PROTECTION WATERLINE
SANITARY SEWER (GRAVITY)
DOMESTIC WATERLINE
FORCEMAIN
UTILITY STRUCTURE LABEL
(CLIN NUMBER_STRUCTURE NUMBER)
CO
E2
CU513
A9
CU513
A3
CU510
A3
CU511
US Army Corps of
Engineers È
SHEET ID
B E
R
A
S
E
K
U W
A I T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
N
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
K U
W A
S
U P
R
N E
T
P
R O
G R
H A
D
E S
I G
N
K U
File Path:
Plot Date:
M A
R K
D E
S C
R I P
T I O
N
P L
T
E
F I L
E N
A M
E
C L
U
T I L
I T
Y
I N
F R
A S
T R
U C
T U
R E
P
O W
E
D
C O
M P
A S
S
C
A L
I B
R A
T I O
N
P
A D m y
C o r p s o f
E n g i n e e r s
M i d d l e
E a s t
D i s t r i c t
C o p y r i g h t k i n s
L i m i t e d
M i l l
R o a d S u i t e
A l e x a n d r i a V
A
T e l
F a x w w w a t k i n s g l o b a l c o m
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
K U
C
U d w g
P
M
CU101
D A
T E
KEY PLAN
DIM. NOTE & NORTH
GRAPHIC SCALE
M
K
O
T
S
P
T
S
P
T
S
P
U P
T
S
P
C
A
N
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F
F
IC
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IG
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A
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U
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U P
U P
UP
0Ø
L
IN
E
A
/G
3 3 3 3 3 3 3 3
T
O T
A L
S P
A C
E S
15 TOTAL SPACES
3 3 3 3 3 3 33
3 3 3 33 3 3 3
3 3 3 3 3 3 33
3 3 3 33 3 3 3
6 TOTAL SPACES 6 TOTAL SPACES
12 TOTAL SPACES
12 TOTAL SPACES30 TOTAL SPACES
12 TOTAL SPACES
12 TOTAL SPACES30 TOTAL SPACES
3 3
15 T O
T A
L S P
A C
E S
18 TOTAL SPACES
3 3
18 TOTAL SPACES
O V
E R
A
T
E
U
T I L I T
Y
P
L A
N
1:750
75m14.5m 56.5m42.5m28.5m
0m
J
V
E L
E Z
J
V
E L
E Z
J
K
A P
I N
O S
E
B
U C
K
M
E
C
C
A
PLAN NORTH
R E
V I S
W
A
M E
N D
M E
D
R E
V I S
W
A
M E
N D
M E
GENERAL SHEET NOTES
1. DO NOT SCALE FROM THE DRAWING.
2. DIMENSIONS AND RELEVANT LEVELS ARE IN METERS UNLESS
NOTED OTHERWISE.
3. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER
RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL,
ELECTRICAL AND CIVIL DRAWINGS AND RELEVANT SECTIONS OF
THE SPECIFICATIONS.
4. CONTRACTOR SHALL VERIFY THE PRESENCE OF OTHER
EXISTING NETWORKS & CHECK FOR CONFLICTS WITH THE
PROPOSED UTILITIES. ANY CHANGES SHALL BE COMMUNICATED
WITH THE DESIGNER.
5. THE CONTRACTOR SHALL CAREFULLY READ LAYOUT DRAWINGS
IN CONJUNCTION WITH THESE GENERAL NOTES AND ENSURE
COMPLIANCE WITH ALL REQUIREMENTS REFLECTED IN THIS
GENERAL NOTES AT ALL TIMES.
6. REFER TO FIRE PROTECTION PLANS ON SHEET F-101 FOR
WATERLINE AND FIRE PROTECTION WATERLINE CONNECTIONS
TO PUMP HOUSE AND TANKS.
7. FOR UTILITIES PROFILES REFER TO SHEET CU201 TO CU218.
8. FOR UTILITIES STRUCTURES AND PIPE SCHEDULES REFER TO
SHEET CU601.
SHEET KEYNOTES
WATERLINE PLUGGED GATE VALVE
FIRE PROTECTION WATERLINE PLUGGED GATE VALVE
CONNECT NEW MANHOLE TO EX SANITARY SEWER LINE
EXISTING SANITARY SEWER LINE
SANITARY PUMP STATION
CONNECT TO EX 200 DOMESTIC WATERLINE (WET TAPPING
SLEEVE AND VALVE). CONTRACTOR SHALL FIELD VERIFY
CONNECTION LOCATION
FIRE PROTECTION WATERLINE PLUGGED P.I. VALVE
350x350 TEE
350x250 TEE
350x200 TEE
350x150 TEE
250x250 TEE
250x150 TEE
150x150 TEE
150x100 TEE
100x100 TEE
350x250 REDUCER
150x100 REDUCER
SHEET LEGEND
F F
SAN
W
CX_XXXX
SAN
FM
L
THRUST BLOCK
WATER VALVE
POST INDICATOR VALVE
SANITARY SEWER CLEANOUT
SANITARY MANHOLE
PUMP STATION
FIRE PROTECTION WATERLINE
SANITARY SEWER (GRAVITY)
DOMESTIC WATERLINE
FORCEMAIN
EXISTING SANITARY SEWER (GRAVITY)
UTILITY STRUCTURE LABEL
(CLIN NUMBER_STRUCTURE NUMBER)
CO
E2
CU513
A9
CU513
A3
CU510
A3
CU511
S
A
N
S
A
N
X
X
X
X
X
X
X
X
W
W
W
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
S
D
S
D
M
K
M
K
E
DEPTH 1.00m
D
E
P m
C
O
N
C
R
E
T
E
A
T
E
M
H
F
D
E
P m
DETENTION BASIN #2
C1_SS06
C1_SS05
C1_SS07
C1_SS04
C1_SS15
C1_SS21
C1_SS01
C1_SS11
C1_SS12
V
C P
V
C P
200 VCP
200 VCP 200 VCP
V
C P
CB
CB
CB
D
D
CB
C B
D
CB
CB CB
9+178
9+0209+0409+060
F F
F F
F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F F
F F
F F
F
SANSANSANSANSANSANSANSAN
S A
N S
A N
SSS
S
F F
F
S
S
SAN SAN SAN
W W W W
FF
F
W W W W W
S
5+2405+2605+2805+3005+3205+3405+360
5+520
5+540
4+1404+1604+1804+2004+220
4+240
4+2604+2804+3004+3204+3404+360
F F
F
S
WWW
S
W W
WWW
8+307
8+1408+1608+1808+2008+2208+2408+2608+2808+300
FFF
WWWW
SANSANSANSANSAN SANSANSANSANSANSAN
S A
N
S
S A
N S
A N
S
FFF
W
F F F F F FF FFFFF
WWW
F
W
W
WWW
F F
F F
F
F
F
FFF
WWWWW
L
SAN
SAN
F
WW
3+2403+2603+2803+3003+320
3+340
3+360
3+4403+4603+480
F M
F M
S
1+000 1+009
1+004
1+000
FFFFFFFF
F
S
S
A
N
S A
N S
A N
F F
FFFFFF
W
F F
F F
F F
F
WW W W W W W W W
350 DIP FPW
D
W
D
W
350 DIP FPW
D
W
D
W
W
350 DIP FPW350 DIP FPW
150 DIP WL 150 DIP WL 150 DIP WL
150 DIP WL
C1_SS02
C1_LS
C1_SS13
200 VCP200 VCP
C1_SS18
V
C P
8 18
F-19
F
W-2
F-2F-1
F-3
F
F-3
W-1
W
F
150 DIP WL
350 DIP FPW
W-1
F-1 350 DIP FPW
F
F
F
F
W
F-30
F
F
F-20
F
W
W
F
W-10
F
F-28
F
250 DIP FPW 250 DIP FPW
F
F-18
150 DIP WL
P
C1_BC
250 DIP FPW
350 DIP FPW
S I T
E
U
T I L I T
Y
P
L A
N
S
H E
F
MATCH LINE
SHEET CU115
1:400
40m8m 32m24m16m
0m
M
E
C
C
A
PLAN NORTH
M A
T C
H
L
I N
E
S H
E E
T
C
U
M A
T C
H
L
I N
E
S H
E E
T
C
U
MATCH LINE
SHEET CU119
MATCH LINE
SHEET CU120
US Army Corps of
Engineers ®
SHEET ID
A L
J A
B E
R
A
S
E
K
U W
A I T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
N
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
K U
W A
S
U P
R
N E
T
P
R O
G R
H A
D
E S
I G
N
K U
File Path:
Plot Date:
M A
R K
D E
S C
R I P
T I O
N
P L
T
E
F I L
E N
A M
E
C L
T I L I T
Y
I N
F R
A S
T R
U C
T U
R E
P
O W
E
D
C O
M P
A S
S
C
A L I B
R A
T I O
N
P
A D m y
C o r p s o f
E n g i n e e r s
M i d d l e
E a s t
D i s t r i c t
C o p y r i g h t
É
A t k i n s
L i m i t e d
M i l l
R o a d
S u i t e
A l e x a n d r i a V
A
T e l
F a x w w w a t k i n s g l o b a l c o m
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
K U
C U d w g
A
M
CU112
D A
T E
KEY PLAN
DIM. NOTE & NORTH
GRAPHIC SCALE
M
K
O
T
S
P
T
S
P
T
S
P
U P
T
S
P
C
A
N
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P
Y
T
R
A
F
F
IC
L
IG
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0Ï
L
IN
E
A
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U P
U P
U
P
UP
Ï
L
IN
E
A
/G
3 3 3 3 3 3 3 3
T
O T
A L
S P
A C
E S
15 TOTAL SPACES
3 3 3 3 3 3 33
3 3 3 33 3 3 3
3 3 3 3 3 3 33
3 3 3 33 3 3 3
6 TOTAL SPACES 6 TOTAL SPACES
12 TOTAL SPACES 12 TOTAL SPACES30 TOTAL SPACES
12 TOTAL SPACES 12 TOTAL SPACES30 TOTAL SPACES
3 3
15 T O
T A
L S P
A C
E S
18 TOTAL SPACES
3 3
18 TOTAL SPACES
J
V
E L
E Z
J
V
E L
E Z
J
K
A P
I N
O S
E
B
U C
K
R E
V I S
W
A
M E
N D
M E
D
R E
V I S
W
A
M E
N D
M E
TANK
#1
TANK
#2
PUMP
HOUSE
X
X
X
X
X
X
X
X
X
S
B
DETENTION BASIN #1
P
C B
D
CB
9+000
S
A
N
S
A
N
S
A
N
F F
F F
F F
F F
5+400
F
FFFF
F
F
F
3+400
1+000
1+003
CO
S
A
N
4+024
W
S
A
N
S
D
W
350 DIP FPW
C1_SS20
150 DIP WL
F
F-1
W-1
D
W
F-21
W
F
C1_SS19
GENERAL SHEET NOTES
1. DO NOT SCALE FROM THE DRAWING.
2. DIMENSIONS AND RELEVANT LEVELS ARE IN METERS UNLESS
NOTED OTHERWISE.
3. THIS DRAWING SHOULD BE READ IN CONJUNCTION WITH OTHER
RELEVANT ARCHITECTURAL, STRUCTURAL, MECHANICAL,
ELECTRICAL AND CIVIL DRAWINGS AND RELEVANT SECTIONS OF
THE SPECIFICATIONS.
4. CONTRACTOR SHALL VERIFY THE PRESENCE OF OTHER
EXISTING NETWORKS & CHECK FOR CONFLICTS WITH THE
PROPOSED UTILITIES. ANY CHANGES SHALL BE COMMUNICATED
WITH THE DESIGNER.
5. THE CONTRACTOR SHALL CAREFULLY READ LAYOUT DRAWINGS
IN CONJUNCTION WITH THESE GENERAL NOTES AND ENSURE
COMPLIANCE WITH ALL REQUIREMENTS REFLECTED IN THIS
GENERAL NOTES AT ALL TIMES.
6. REFER TO FIRE PROTECTION PLANS ON SHEET F-101 FOR
WATERLINE AND FIRE PROTECTION WATERLINE CONNECTIONS
TO PUMP HOUSE AND TANKS.
7. FOR UTILITIES PROFILES REFER TO SHEET CU201 TO CU218.
8. FOR UTILITIES STRUCTURES AND PIPE SCHEDULES REFER TO
SHEET CU601.
SHEET KEYNOTES
WATERLINE PLUGGED GATE VALVE
FIRE PROTECTION WATERLINE PLUGGED GATE VALVE
CONNECT NEW MANHOLE TO EX SANITARY SEWER LINE
EXISTING SANITARY SEWER LINE
SANITARY PUMP STATION
CONNECT TO EX 200 DOMESTIC WATERLINE (WET TAPPING
SLEEVE AND VALVE). CONTRACTOR SHALL FIELD VERIFY
CONNECTION LOCATION
FIRE PROTECTION WATERLINE PLUGGED P.I. VALVE
350x350 TEE
350x250 TEE
350x200 TEE
350x150 TEE
250x250 TEE
250x150 TEE
150x150 TEE
150x100 TEE
100x100 TEE
350x250 REDUCER
150x100 REDUCER
SHEET LEGEND
F F
SAN
W
CX_XXXX
SAN
FM
L
THRUST BLOCK
WATER VALVE
POST INDICATOR VALVE
SANITARY SEWER CLEANOUT
SANITARY MANHOLE
PUMP STATION
FIRE PROTECTION WATERLINE
SANITARY SEWER (GRAVITY)
DOMESTIC WATERLINE
FORCEMAIN
EXISTING SANITARY SEWER (GRAVITY)
UTILITY STRUCTURE LABEL
(CLIN NUMBER_STRUCTURE NUMBER)
CO
E2
CU513
A9
CU513
A3
CU510
A3
CU511
S I T
E
U
T I L I T
Y
P
L A
N
S
H E
F
MATCH LINE
SHEET CU112
M A
T C
H
L
I N
E
S H
E E
T
C
U
M A
T C
H
L
I N
E
S H
E E
T
C
U
1:400
40m8m 32m24m16m
0m
M
E
C
C
A
PLAN NORTH
MATCH LINE
SHEET CU117
US Army Corps of
Engineers ®
SHEET ID
A L
J A
B E
R
A
S
E
K
U W
A I T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
N
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
K U
W A
S
U P
R
N E
T
P
R O
G R
H A
D
E S
I G
N
K U
File Path:
Plot Date:
M A
R K
D E
S C
R I P
T I O
N
P L
T
E
F I L
E N
A M
E
C L
T I L I T
Y
I N
F R
A S
T R
U C
T U
R E
P
O W
E
D
C O
M P
A S
S
C
A L I B
R A
T I O
N
P
A D m y
C o r p s o f
E n g i n e e r s
M i d d l e
E a s t
D i s t r i c t
C o p y r i g h t
É
A t k i n s
L i m i t e d
M i l l
R o a d
S u i t e
A l e x a n d r i a V
A
T e l
F a x w w w a t k i n s g l o b a l c o m
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
K U
C U d w g
A
M
CU115
D A
T E
KEY PLAN
DIM. NOTE & NORTH
GRAPHIC SCALE
M
K
O
T
S
P
T
S
P
T
S
P
U P
T
S
P
C
A
N
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P
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T
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F
F
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0Ï
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U P
U
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UP
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A
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3 3 3 3 3 3 3 3
T
O T
A L
S P
A C
E S
15 TOTAL SPACES
3 3 3 3 3 3 33
3 3 3 33 3 3 3
3 3 3 3 3 3 33
3 3 3 33 3 3 3
6 TOTAL SPACES 6 TOTAL SPACES
12 TOTAL SPACES 12 TOTAL SPACES30 TOTAL SPACES
12 TOTAL SPACES 12 TOTAL SPACES30 TOTAL SPACES
3 3
15 T O
T A
L S P
A C
E S
18 TOTAL SPACES
3 3
18 TOTAL SPACES
J
V
E L
E Z
J
V
E L
E Z
J
K
A P
I N
O S
E
B
U C
K
R E
V I S
W
A
M E
N D
M E
D
R E
V I S
W
A
M E
N D
M E
110.0
115.0
120.0
125.0
0+9951+000 1+020 1+040 1+060 1+080 1+100 1+120 1+140 1+160 1+180 1+200 1+220 1+240 1+260
EXISTING
GROUND
0+995
1+000
1+020
1+040
1+060
1+080
1+100
1+120
1+140
1+160
1+180
1+200
1+220
1+240
1+260
51.378m - 2
00 VCP
SLOPE = 0.60%
33.3 06m
200 V
C P
S
LO
P E
.0 2%
I N
V
I N
I N
V
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I N
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I N
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R I M
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M H
R I M
S S
M H
C1_SS06
C1_SS04C1_SS01
R I M
S S
M H
PROPOSED
GRADE
72.2 26m
200 V
C P
S
LO
P E
.0 2%
PROPOSED
GRADE
I N
V
I N
I N
V
I N
I N
V
O
U T
F R
F R
F R
EXISTING
GROUND
23.7 22m
200 V
C P
S
LO
P E
.0 2%
C1_SS02
I N
V
I N
I N
V
I N
I N
V
O
U T
R I M
S S
M H
C1_SS05
I N
V
I N
I N
V
O
U T
R I M
S S
M H
INV. EL. 119.693
100 DIP WL
INV. EL. 119.612
375 CONC
29.2 07m
200 V
C P
S
LO
P E
.0 2%
I N
V
I N
R I M
L I F
T
S
T A
T I O
N
C1_LS
44.369m - 2 00 V
CP
SLOPE = 0.75%
31.3 35m
200 V
C P
S
LO
P E
.0 5%
21.739m - 2
00 VCP
SLOPE = 0.63%
INV. EL. 118.754
350 DIP FPW
INV. EL. 119.650
150 DIP WL
C1_SS19
C1_SS18
I N
V
I N
I N
V
I N
I N
V
O
U T
I N
V
I N
I N
V
O
U T
R I M
S S
M H
R I M
S S
M H
INV. EL. 118.766
350 DIP FPW
INV. EL. 118.953
150 DIP FPW
110.0
115.0
120.0
125.0
1+260 1+280 1+300 1+320 1+340 1+360 1+380 1+400 1+4201+425
1+260
1+280
1+300
1+320
1+340
1+360
1+380
1+400
1+4201+425
72.2 26m
200 V
C P
S
LO
P E
.0 2%
.0 m
V
C P
S L O
P E
.7
38.6 20m
00 V C
P
S
LO
P E
.1 4%
I N
V
I N
I N
V
O
U T
I N
V
I N
I N
V
O
U T
I N
V
O
U T
R I M
S S
M H
R I M
S S
M H
R I M
S S
M H
C1_SS09
C1_SS08
C1_SS07
EXISTING
GROUND
PROPOSED
GRADE
72.2 26m
200 V
C P
S
LO
P E
.0 2%
INV. EL. 119.885
200 DIP FPW
0.30 m
MIN.
CLEARANCE
(TYP)
INV. EL. 118.875
250 DIP FPW
INV. EL. 119.693
INV. EL. 119.841
100 DIP WL
0.61 m
MIN. COVER
(TYP)
INV. EL. 119.573
100 DIP WL
US Army Corps of
Engineers ®
SHEET ID
B E
R
A
S
E
K
U W
A I T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
N
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
K U
W A
S
U P
R
N E
T
P
R O
G R
H A
D
E S
I G
N
K U
File Path:
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M A
R K
D E
S C
R I P
T I O
N
P L
T
E
F I L
E N
A M
E
C L
U
T I L
I T
Y
I N
F R
A S
T R
U C
T U
R E
P
O W
E
D
C O
M P
A S
S
C
A L
I B
R A
T I O
N
P
A D m y
C o r p s o f
E n g i n e e r s
M i d d l e
E a s t
D i s t r i c t
C o p y r i g h t
É
A t k i n s
L i m i t e d
M i l l
R o a d S u i t e
A l e x a n d r i a V
A
T e l
F a x w w w a t k i n s g l o b a l c o m
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
K U
C
U d w g
A
M
CU201
D A
T E
S A
N I T
A R
Y
S
E W
O
F I L E
S
S
H E
F
SCALE: HORIZONTAL=1:400, VERTICAL=1:80
D5
C1_LS TO C1_SS09
40m8m 32m24m16m
0m
8.0m1.6m 6.4m4.8m3.2m0m
1:400 HORIZ
1:80 VERT
SCALE: HORIZONTAL=1:400, VERTICAL=1:80
A6
C1_LS TO C1_SS09 (CONTINUED)
M A
T C
H
L
I N
E
S
L
O W
M A
T C
H
L
I N
E
S
O
V E
125.0
120.0
115.0
110.0
125.0
120.0
115.0
110.0
B
L
A N
Z A
B
L
A N
Z A
J
K
A P
I N
O S
E
B
U C
K
EX ELEV
PROP ELEV
PROFILE ELEV LEGEND
R E
V I S
W
A
M E
N D
M E
STRUCTURE TABLE: SANITARY SEWER
STRUCTURE
C1_LS
C1_SS01
C1_SS02
C1_SS04
C1_SS05
C1_SS06
C1_SS07
C1_SS08
C1_SS09
C1_SS11
C1_SS12
C1_SS13
C1_SS15
C1_SS18
C1_SS19
C1_SS20
C1_SS21
DESCRIPTION
LIFT STATION
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
SSMH
CO
SSMH
NORTHING
3205081.5422
3205055.8473
3205043.9865
3205027.3339
3204962.2071
3204923.7711
3204861.2214
3204803.1972
3204769.7606
3204997.7001
3204926.9946
3204912.6821
3205082.6055
3205011.6666
3204995.8076
3205023.4751
3205100.4051
EASTING
772286.0614
772299.9469
772279.4028
772250.5587
772247.4213
772269.5865
772305.6996
772339.1999
772358.5259
772333.5014
772374.3401
772349.5385
772257.1068
772223.4220
772208.5529
772204.6936
772307.8648
RIM
120.773
120.633
120.870
121.034
121.097
121.203
121.031
120.839
121.119
120.276
119.968
120.462
121.368
121.043
120.754
120.901
120.703
INV. IN
114.897 (200mm VCP)
116.299 (200mm VCP)
115.225 (200mm VCP)
115.497 (200mm VCP)
119.574 (200mm VCP)
115.897 (200mm VCP)
116.670 (200mm VCP)
117.033 (200mm VCP)
117.800 (200mm VCP)
118.987 (200mm VCP)
117.149 (200mm VCP)
119.002 (200mm VCP)
119.860 (150mm VCP)
116.226 (200mm VCP)
116.362 (200mm VCP)
INV. OUT
115.195 (200mm VCP)
115.467 (200mm VCP)
115.837 (200mm VCP)
116.670 (200mm VCP)
117.003 (200mm VCP)
117.770 (200mm VCP)
118.957 (200mm VCP)
119.429 (200mm VCP)
117.119 (200mm VCP)
117.960 (200mm VCP)
119.282 (200mm VCP)
120.020 (200mm VCP)
116.226 (200mm VCP)
116.362 (200mm VCP)
120.137 (150mm VCP)
- N/A -
- N/A -
- N/A -
- N/A -
- N/A - - N/A -
- N/A -
PIPE TABLE: SANITARY SEWER
STRUCTURE TO STRUCTURE
C1_SS01 TO C1_LS
C1_SS02 TO C1_SS01
C1_SS04 TO C1_SS02
C1_SS05 TO C1_SS19
C1_SS06 TO C1_SS05
C1_SS07 TO C1_SS06
C1_SS08 TO C1_SS07
C1_SS09 TO C1_SS08
C1_SS11 TO C1_SS01
C1_SS12 TO C1_SS11
C1_SS13 TO C1_SS12
C1_SS15 TO C1_SS02
C1_SS18 TO C1_SS04
C1_SS19 TO C1_SS18
C1_SS20 TO C1_SS18
SIZE
200mm
200mm
200mm
200mm
200mm
200mm
200mm
200mm
200mm
200mm
200mm
200mm
200mm
200mm
150mm
MATERIAL
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
VCP
LENGTH
29.207m
23.722m
33.306m
51.378m
44.369m
72.226m
67.001m
38.620m
67.134m
81.652m
28.635m
44.593m
31.335m
21.739m
22.140m
SLOPE
1.02%
1.02%
1.02%
0.60%
0.75%
1.02%
1.73%
1.14%
1.22%
0.99%
0.98%
1.00%
1.05%
0.63%
1.25%
INV START
115.195m
115.467m
115.837m
116.670m
117.003m
117.770m
118.957m
119.429m
117.119m
117.960m
119.282m
120.020m
116.226m
116.362m
120.137m
INV END
114.897m
115.225m
115.497m
116.362m
116.670m
117.033m
117.800m
118.987m
116.299m
117.149m
119.002m
119.574m
115.897m
116.226m
119.860m
ALIGNMENT DATA TABLE
No.
DESCRIPTION
STA 5+000.00 = PLUGGED 350 GATE VALVE
STA 5+081.84 = 90° BEND
STA 5+180.15 = 350 x 250 TEE, 350 GATE VALVE (2 EACH)
STA 5+356.40 = 350 x 350 TEE, 350 GATE VALVE ( 2 EACH)
STA 5+381.97 = 45° BEND
STA 5+411.31 = 350 x 350 TEE, 350 GATE VALVE
STA 5+503.78 = 350 x 350 TEE
STA 5+540.93 = 350 x 350 TEE, 350 x 250 REDUCER
STA 5+594.69 = 45° BEND
STA 5+781.50 = 22.5° BEND
STA 5+853.88 = 22.5° BEND
STA 6+073.09 = 22.5° BEND
STA 6+084.17 = 22.5° BEND
STA 6+345.09 = 22.5° BEND
STA 6+356.41 = 22.5° BEND
STA 6+583.07 = 22.5° BEND
STA 6+585.90 = 22.5° BEND
STA 6+614.22 = 45° BEND
STA 6+625.65 = 45° BEND
STA 6+749.37 = 45° BEND
STA 6+760.55 = 45° BEND
STA 6+854.72 = 350 x 350 TEE
STA 6+906.89 = 45° BEND
STA 6+936.82 = 45° BEND
STA 7+008.78 = 90° BEND
STA 7+082.76 = 90° BEND
NORTHING
3,204,694.776
3,204,735.693
3,204,820.838
3,204,979.720
3,204,985.746
3,205,011.132
3,205,057.352
3,205,089.525
3,205,116.409
3,205,068.060
3,205,023.999
3,204,834.152
3,204,823.165
3,204,597.209
3,204,590.316
3,204,394.022
3,204,393.292
3,204,407.451
3,204,404.492
3,204,297.345
3,204,286.548
3,204,204.926
3,204,159.706
3,204,151.962
3,204,187.975
3,204,252.028
EASTING
772,312.496
772,383.369
772,334.211
772,242.485
772,225.096
772,210.469
772,290.551
772,271.975
772,318.534
772,498.975
772,556.396
772,666.005
772,667.451
772,797.907
772,806.889
772,920.220
772,922.957
772,947.480
772,958.522
773,020.383
773,017.490
773,064.452
773,090.470
773,119.385
773,181.686
773,144.739
ALIGNMENT DATA TABLE
No.
DESCRIPTION
STA 8+080.45 = 90° BEND
NORTHING
3,204,861.061
EASTING
772,403.879
ALIGNMENT DATA TABLE
No.
DESCRIPTION
STA 9+162.61 = 45° BEND
STA 9+141.29 = 45° BEND
STA 9+075.92 = 90° BEND
STA 9+019.73 = 45° BEND
STA 9+002.83 = 45° BEND
NORTHING
3,205,013.585
3,205,029.893
3,205,078.555
3,205,111.231
3,205,105.714
EASTING
772,209.063
772,213.513
772,185.418
772,242.038
772,262.629
ALIGNMENT DATA TABLE F-2
ALIGNMENT DATA TABLE F-3
ALIGNMENT DATA TABLE
No.
DESCRIPTION
STA 3+000.00 = PLUGGED 100 GATE VALVE
STA 3+085.34 = 90° BEND
STA 3+183.64 = 150 x 150 TEE, 150 GATE VALVE
STA 3+371.14 = 45° BEND
STA 3+390.26 = 45° BEND
STA 3+419.96 = 45° BEND
STA 3+437.60 = 45° BEND
STA 3+498.07 = 90° BEND
STA 3+560.68 = 45° BEND
STA 3+578.12 = 150 x 150 TEE, 150 GATE VALVE
STA 3+610.93 = 200 x 200 x 150 TEE, 150 GATE VALVE
NORTHING
3,204,691.742
3,204,734.424
3,204,819.557
3,204,981.925
3,204,988.217
3,205,013.925
3,205,030.993
3,205,083.331
3,205,114.636
3,205,110.123
3,205,151.337
EASTING
772,314.248
772,388.144
772,338.992
772,245.252
772,227.171
772,212.313
772,216.917
772,186.702
772,240.923
772,257.763
772,268.806
ALIGNMENT DATA TABLE
No.
DESCRIPTION
STA 4+079.95 = 90° BEND
STA 4+367.19 = 45° BEND
NORTHING
3,204,859.530
3,205,108.290
EASTING
772,408.227
772,264.606
ALIGNMENT DATA TABLE W-1
ALIGNMENT DATA TABLE W-2
ALIGNMENT DATA TABLE F-1
ALIGNMENT DATA TABLE
No.
DESCRIPTION
STA 9+500.00 = 350 x 250 TEE, 350 GATE VALVE (2 EACH)
STA 9+506.24 = 45° BEND
STA 9+511.20 = 45° BEND
STA 9+515.34 = 45° BEND
STA 9+520.31 = 45° BEND
STA 9+580.43 = 250 x 250 TEE
NORTHING
3,204,892.252
3,204,895.369
3,204,894.083
3,204,896.153
3,204,900.952
3,204,932.465
EASTING
772,293.002
772,298.400
772,303.199
772,306.780
772,308.071
772,362.654
ALIGNMENT DATA TABLE F-4
US Army Corps of
Engineers È
SHEET ID
B E
R
A
S
E
K
U W
A I T
D R
A W
N
B
Y
D E
S I G
N E
D
B
Y
S U
B M
I T
T E
D
B
Y
S I Z
E
C H
E C
K E
D
B
Y
A N
S I
D
N
I S
S U
E
D
A T
E
C O
N T
R A
S O
L I C
I T
A T
I O
N
N
O
G
2 3 4 5 6 7 8 9 10
F
E
D
C
B
A
K U
W A
S
U P
R
N E
T
P
R O
G R
H A
D
E S
I G
N
K U
File Path:
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I N
F R
A S
T R
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T U
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P
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D
C O
M P
A S
S
C
A L
I B
R A
T I O
N
P
A D m y
C o r p s o f
E n g i n e e r s
M i d d l e
E a s t
D i s t r i c t
C o p y r i g h k i n s
L i m i t e d
M i l l
R o a d S u i t e
A l e x a n d r i a V
A
T e l
F a x w w w a t k i n s g l o b a l c o m
UNLESS OTHERWISE NOTED, LINEAR
DIMENSIONS SHOWN ARE IN MILLIMETERS.
K U
C
U d w g
A
M
CU601
D A
T E
U T
I L
I T
Y
A
L I G
N M
E N
T
S
T R
U C
T U
P
E
S
C H
E D
U L E
SCALE: NTS
D8
SANITARY PIPE SCHEDULE
SCALE: NTS
A8
SANITARY STRUCTURE SCHEDULE
SCALE: NTS
A3
UTILITY ALIGNMENT SCHEDULE
J
V
E L
E Z
B
L
A N
Z A
J
K
A P
I N
O S
E
B
U C
K
NOTE:
ALL BENDS AND TEES SHOULD INCLUDE THRUST BLOCKS.
R E
V I S
W
A
M E
N D
M E
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