Attachment 1. DRAWING-REPR-WTR-LINE-K16.pdf
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- Repair Failed Water Lines, K16 (Phase 2)
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- W91QVN21R0048
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| Attachment 2. REPR-WTR-LINE-K16_MMTL.xlsx | XLSX spreadsheet | |
| W91QVN21R0048.pdf |
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1 T - 1
T-1
A
B C D
E F G H
SCHEDULE OF DRAWINGS
RING NO. RING NO.DWG. NO. DWG. NO.SHT. NO. SHT. NO.DESCRIPTION OF DRAWINGS DESCRIPTION OF DRAWINGSREF. NO. REF. NO.REVISION STATUS REVISION STATUS
SYMBOL BY
DESIGNED BY
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENERGY MANAGER
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
ENVIRONMENT
FORCE PROTECTION
CHOE, S M.
TITLE SHEET - 1
TITLE SHEET - 11 OF 1
CIVIL
K-16, AIR BASE
FEWR NO. 233544
K-16, AIR BASE
233544
REPAIR WATER LINE (PHASE 2)
REPAIR WATER LINE (PHASE 2)
INDEX PLAN, SPECIFIC NOTES AND SCOPE OF WORK
MISC. DETAILS - 6
MISC. DETAILS - 5
MISC. DETAILS - 4
MISC. DETAILS - 3
MISC. DETAILS - 2
MISC. DETAILS - 1
SITE LAYOUT PLAN - 6
SITE LAYOUT PLAN - 5
SITE LAYOUT PLAN - 4
SITE LAYOUT PLAN - 3
SITE LAYOUT PLAN - 2
SITE LAYOUT PLAN - 1
C - 13
C - 12
C - 11
C - 10
C - 9
C - 8
C - 7
C - 6
C - 5
C - 4
C - 3
C - 2
C - 1
CIVIL
AS SHOWN
CHOE, S M.
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
450450
-6
2-450
-6
-6
-6
450 450
-6
-6
-6
-4
450 450
H A
N D
R A
IL
A .C
B O
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IG
N
B O
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D
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H
C O
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A
IN
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T -1
F F
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C O
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A
IN
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A .C
S -1
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C O
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A
IN
E R B
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C O
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G A
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A N
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H A
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E1
E3
E3E4
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E2
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H .3
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B H .4
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B H .1
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B H .2
.8
F F
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F F
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S -0
F F
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T R
A S
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T R
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F F
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A R
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A .C
C O
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A
IN
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P -0
F F
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HANDRAIL
CONTAINER BOX SP
F F
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F F
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A .C
SP
SPSP
A .C
F F
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F F
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G A
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B O
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S S
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SP
SP SP
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SP
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SP
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SP
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SP
SP
SP
C O
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S -0
F F
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SP
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SP
SP
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C O
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A
IN
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C O
N T
A
IN
E R B
O X
UNK1 UNK2 UNK3 UNK4 UNK5 UNK6 UNK7 UNK8 UNK9 UNK10 UNK11 UNK12
U N
K
U N
K
U N
K
UNK16
UNK17
UNK19
150 PVC
S -0
ACC
A C
C
WALL W/FENCE
GRASS
ACC
KEPCO
SUB-
STATION
WALL W/FFENCE
SEWAGE
LIFT
STATION
W A
L L W /F
E N
C E
WALL W/FENCE
RETAINING WALL
SEWAGE
TREATMENT
PLANT
WALL W/FENCE
WALL W/FENCE
6 356357
COMMISSARY
W A
L L W /F
E N
C E
S-61
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
S
A R
D
B O
L L
A R
D
CP
W P
W P
W P
W P
CP
CP
CP
CP
CP
CP CP
0.6M W CONC DITCH W/
STEEL GRATINGS
0.6M W CONC DITCH W/
STEEL GRATINGS
0.6M W CONC DITCH W/
STEEL GRATINGS
0.6M W CONC DITCH W/
STEEL GRATINGS
W P
CP
CP
CP
CP
CP
LP
LP
E
E
CP CP CP
T O
P
.8
G M
H
SV
LP
CP
LP
LP
LP
CP
CP CP
CP CP
SP
LP
LP LP
CP
E
CP
SP
SPSP
E E
CP
CP
LP
W
T O
P
.3
W M
H
W
T O
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W M
H
W
SP
LP
LP
LP
LP
CP
LP
T O
P
.3
W M
H
W
T O
P
.2
G M
H
SV
CP
SP SP
CP
CP
T O
P
.7
G M
H
SV
SP
SP
CP
SP
S P
K E
R
CP
CP CP
CP
CP
T O
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.1
G M
H
SV
CPCPCPCPCPCP
CP
CP
CP
CP
CP
CPCP
LP
LP
LP
LP
LP
LP
CP
CP
LP LP
E
LP
SP
LP
E LP
LP
CP
LP
LP
LP
LP
CP
LP
LP
CP
SP
SP
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P
SP
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SP
LP
CP
E
SP
T O
P
.8
G M
H
SV
SV
T O
P
.1
G M
H
SV
T O
P
.1
G M
H
SV
SP
T O
P
.4
G M
H
SV
T O
P
.2
G M
H
SV
T O
P
.0
G M
H
SV
T O
P
.7
G M
H
SV
T O
P
.6
G M
H
SV
SP
T O
P
.9
W M
H
W
CP
LP
LP
O P
E N C
O N
C D
IT
C H
0.45M W CONC DITCH W/
STEEL GRATINGS
0.30M W C
O N C D
ITC
H W
S
TE
E L G
R A
TIN
G S
SP
T O
P
.6
G M
H
SV
.3
M W C
O N
C D
IT
C H W
S T
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L G
R A
T
IN
G S
SP
LP
O W
S
CB
.5
M W C
O N
C D
IT
C H W
S T
E E
L G
R A
T
IN
G S
.4
M W C
O N
C D
IT
C H W
S T
E E
L G
R A
T
IN
G S
0.45M W CONC DITCH W/
STEEL GRATINGS
.7
M W C
O N
C D
IT
C H W
S T
E E
L G
R A
T
IN
G S
T O
P
.3
W M
H
W
CPCP
CP CP
CP
P
V C
200 P V C
G
S
40 GS
G
S
G
S
200 GS
50 GS
G
S
50 GS
G
S
G
S
50 GS
80 GS
300 PVC
300 PVC
200 CI
P
V C
C I
15 GS
300 PVC
0 P
VC
P
V C
G
S
G
S
P
V C (R
W
C I
200 PVC
300 PVC
S
T E
E L
M
300 PVC
G
S
G
S
300 PVC
200 CI
P
V C
200 PVC (RW)
50 GS
200 CI
300 PVC
200 CI
P
V C
P
V C
200 PVC
250 PVC
300 PVC
250 PVC
P
V C
P
V C
150 PVC
250 PVC
P
V C
250 PVC
200 CI
300 PVC
200 CI
200 PVC (RW)
P
V C
200 PVC
300 PVC
G
S
200 CI
300 PVC
300 PVC
100PVC
300 PVC
P
V C (R
W
150 PVC
200 PVC
P
V C
200 PVC (RW)
200 PVC
200 PVC
P
V C
P
V C
P
V C
P
V C
P
V C
50 PVC
200 PVC
80 PVC
200 PVC
P
V C
200 PVC
P
V C
200 PVC
P
V C
80 PVC
P
V C
P
V C
P
V C
P
V C
G
S
(W
L "H
P
V C
200 PVC
200 (WL "H")200 (WL "H")
200 PVC
300 PVC
200 CI
P
V C
P
V C
TRASH
SP
SP
LP
CP
LP
CP
CP
CP
LP
CP
CP 0.3M W CONC DITCH W/
STEEL GRATINGS
0.3M W CONC DITCH W/
STEEL GRATINGS
S -0
F F
E
.2
A.C.
CB
.6
M W C
O N
C D
IT
C H W
S T
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L G
R A
T
IN
G S
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P A
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IN
G B
U
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D
IN
G
F F
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SP
SP
SP
CB
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0.30M W CONC DITCH W/
STEEL GRATINGS
S -0
F F
E
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W
W
B E
L L
REINFORCED RETAINING WALL
P
V C
250 PVC
C O
N T
A
IN
E R B
O X
S -5
T -5
-5
C O
N T
A
IN
E R B
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CP
S -5
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M W C
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C D
IT
C H W
S T
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L G
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T
IN
G S
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M W C
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C D
IT
C H W
S T
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L G
R A
T
IN
G S
S -5
C O
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A
IN
E R B
O X
S
T O
R E
Y
REINFORCED RETAINING WALL
PCC
AC
AC
NN
S
W
S
C C
S
S S
S
S D
C
C
S
S
S
D
SS
C
S
S
C
SS
C
C
S
S
D D
E
C
C
E
D
D
S
S
S
S
C
S
D
C
C
C
C
C
C
C
E
S
C
CC
S
S
S
S S S
S
SS
SS
S S
S
S
S
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D
S
C
E
C
D
S
E
S
C
C
C C
E
EE
C
E
C
S
D
D
S
D
S
CB
CB
CB
CB
CB
C B
CB
CB
CB
CB
CB
CB CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CB
CBCB
CB
CB
CB
CB
CB
C B
C B
C B
CB
CB
C B
C B
CB
C B
C B
CB
CBCB
CB
CB
S
S
D
E
E
E
C
E
C
E
S
S S
S S
S S
S
D
E
CB
CB
S
S
S
S
S
S
S
S
S
S
S
D
S
SS
S
S
S
SS
C
CB CB
C B
CB
CB
CB
CB
S S
S
S
S
CB
CB
CB
S
CB
CB
E
CB
S S
CB E
DD
S
CB
CB
CB
CB
CB
S
C
CB
CB
C B
S S
S
S
S
S S
S
C C
E
W
E
C B
CB
S S
S
W
W W
D D
DD
C
W
D
C
C
E
E
E
E
C
W
S
W
S S
S
C C
C
W
CB
150 PVC100 PVC
80 PVC
300 PVC 300 PVC 300 PVC
P
V C
P
V C
P
V C
P
V C
50 PVC
P
V C
P
V C
P V C
P
V C
P
V C
P
V C
P
V C
150 PVC
150 PVC
150 PVC
200 PVC
150 PVC
150 PVC
200 PVC
200 PVC
P
V C
P
V C
A
AA
A
A
A
A
A
A
P
V C
P
V C
250 PVC
250 PVC
250 PVC
250 PVC
150 PVC
300 PVC
P
V C
P
V C
P
V C
150 PVC
P
V C
P
V C
P
V C
P
V
C 80 PVC
P
V C
P
V C
150 PVC
300 PVC 300 PVC 200 PVC
P
V C
P
V C
250 PVC
P
V C
P
V C
P
V C
P
V C
A
A
A
250 PVC
200 PVC250 PVC
P
V C
P
V C
P
V C
150 PVC
P
V C
200 PVC
200 PVC 200 PVC
200 PVC
200 PVC
200 PVC
P
V C
P
V C
P
V C
P
V C
P
V C
150 PVC
P V C
150 PVC
150 PVC
P V C
P
V C
P
V C
P
V C
P
V C
150 PVC
P
V C 8
P
V C
P
V C
A
A
A
A
P
V C
A
A
A
HYD #34
HYD #17
SCALE: 1 / 1800
INDEX PLAN
1:1800
0 80M604020
K-16, AIR BASE
C-1
233544
C-2
C-3
C-4
C-5
C-6
C-7
S -0
S -0
S -0
P -0
P -0
S -0
S -0
S -0
S -0
P -0
P -0
W m m m m100mm m m m m
50MM PVC
M M P
150MM PVC
20MM PVC
50MM PVC
75MM PVC
150X75
75X20
M M P
V C
65MM PVC
M M P
V C
80X65
M M P
V C
300MM PVC
M M P
V C
100MM PVC
M M P
V C
S-0322
300MM PVC
300MM PVC
M M P
V C
300 OS & Y VALVE
150X80
200MM PVC
200MM PVC
M M
M M
M M
M M
M M
M M
M M
M M
M M P
V C
300X200
M M P
V C
200MM PVC
M M P
V C
M M P
V C
M M P
V C
M M P
V C
80MM PVC
M M P
V C
150X65
M M P
V C
M M P
V C
80MM PVC
A
A
50MM PVC
M M P
V C
80MM PVC
200MM PVC
SCHEDULE #1 (REPAIR/MAINTENACE)
SCOPE OF WORK
SPECIFIC NOTE:
REPAIR WATER LINE (PHASE 2)
AND SCOPE OF WORK
INDEX PLAN, SPECIFIC NOTES
M M P
V C
AC PCC
250MM PVC
32MM PVC
M M P
V C
M M P
V C
OUTSIDE OF COMPOUND
8. DISPOSE REMOVED ALL CONSTRUCTION DEBRIS TO
7. CUT EXISTING PIPE AND PLUG
AND SOLID SODDING.
6. RESTORE CONCRETE DITCH, CONCRETE CURB, SIDEWALK
NECESSARY ACCESSORIES
5. CONNECT TO EXISTING WATERLINE INCLUDING ALL
PAVEMENT MARKING, AND WHEEL STOP AS EXISTING
COURSE AND 300mm THK NFSM INCLUDING COMPACTION,
4. RESTORE 250mm THK. PCC PAVEMENT W/ 150mm THK BASE
PAVEMENT MARKING AS EXISTING
INCLUDING COMPACTION AND COATING, AND THERMOPLASTIC
BASE COURSE AND 350mm THK SUB BASE COURSE
3. RESTORE 75mm THK. ASPHALT CONCRETE W/ 200mm THK
ENCASEMENT, FITTING, ETC
INCLUDING EARTH WORK, THRUST BLOCKS, CONCRETE
BOX, AIR RELIEF VALVE, AND ALL NECESSARY ACCESSORIES
2. REPLACE/REPAIR BY INSTALLING OF GATE VALVE W/ VALVE
INDICATE PIN & MARKER, ETC
BLOCKS, FITTING, DETECTABLE WARNING TAPE, PIPE LINE
AND ALL NECESSARY ACCESSORIES INCLUDING THRUST
1. REPLACE/REPAIR BY INSTALLATION OF PVC WATER PIPE,
DURING CONSTRUCTION PERIOD
9. THE CONTRACTOR SHALL PROVIDE WATER BYPASS LINES
2 WEEKS PRIOR TO START OF CONSTRUCTION
WITH K-16 DPW DURING SITE ORIENTATION AND AT LEAST
8. THE CONTRACTOR SHALL COORDINATE ALL PHASES OF WORK
BE COVERED WITH TOP SOIL AND SOLID SODDING
7. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL
CONDITIONS
OF AIR RELIEF VALVES SHOULD BE CHANGED AS PER SITE
INTERFERENCE WITH EXISTING UTILITY LINES, THE LOCATION
ARE TO BE INSTALLED AT STEEP SLOPES TO AVOID
6. THE AIR RELIEF VALVES SHOULD BE INSTALLED, IF NEW PIPES
INTERSECT
IF NEW PIPES AND EXSTING SEWERS ARE ADJACENT OR
CONCRETE ENCASEMENT AS PER RELEVANT OMA STANDARD,
5. THE EXISTING SEWERS SHOULD BE REINFORCED WITH
ENDING POINT OF THE PIPE
SHOULD BE INSTALLED AT THE INTERSECTION, STARTING,
4. THE MINIMUM DISTANCE OF THE MARKERS IS 10M AND
CONSTRUCTION PHASES
CONSTRUCTION FENCE IN ACCORDANCE WITH
SCAFFOLDING, CONSTRUCTION BARRICADES AND
3. THE CONTRACTOR SHALL PROVIDE, INSTALL, AND REMOVE
BE PAID TO THE CONTRACTOR FOR THIS WORK.
PIPE SIZE AND QUANTITIES. NO ADDITIONAL AMOUNT WILL
CONVENIENCE. THE CONTRACTOR SHALL VERIFY ACTUAL
2. QUANTITIES ARE PROVIDED FOR THE CONTRACTOR'S
INCLUDING PERFORMANCE METHOD AND SCHEDULE
COR AND GET APPROVAL PRIOR TO THE START OF WORK
1. CONTRACTOR SHALL SUBMIT DETAIL SHOP DRAWINGS TO
300MM PVC
300MM PVC
300MM PVC
300MM PVC
300MM PVC
300MM PVC
300MM PVC
300MM PVC
80MM PVC
M M P
V C
80MM PVC
M M
M M P
V C
M M P
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
DES
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
- 2 1:400
1:400
0 20M15105
AS SHOWN
CIVIL
SITE LAYOUT PLAN - 1
PAK, C H.
AS SHOWN
238266
SITE LAYOUT PLAN - 1
SCALE:
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
300MM PVC
DIA PVC WATE LINE
CONNECT TO EXST 300MM
GATE VALVE
300MM DIA
1EA - CONC THRUST BLOCK
1EA - 300 X 300 X 150MM DIA TEE
CONNECT TO EXST HYDRANT
1EA - CONC THRUST BLOCK
1EA - 300MM DIA GATE VALVE
1EA - 300 X 300 X 300MM DIA TEE
VACUUM VALVE
300MM DIA AIR
CUT AND PLUG
1EA - CONC THRUST BLOCK
1EA - 50MM DIA GATE VALVE
1EA - 150 X 50 REDUCER
1EA - 300 X 300 X 150MM DIA TEE
F F
E
.9
T R
A S
H
B O
L L
A R
D
S-61
C P
C P C
P
L P
E
T O
P
.8
G M
H
S V
L P
C P
.5
M W C
O N
C D
IT
C H W
S T
E E
L G
R A
T
IN
G S
P
V C
200 P V C
300 PVC
P
V C
C I
15 GS
300 PVC
G
S
200 PVC
300 PVC
C
S
D
C
C
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
S
S
S
S
SS
S -0
6S -0
M M P
20MM PVC
50MM PVC
80MM PVC
80X20
M M P
V C
65MM PVC
M M P
V C
300MM PVC
M M P
V C
M M P
V C
80MM PVC
A
1EA - CONC THRUST BLOCK
BEND4
11EA - 50MM
1EA - CONC THRUST BLOCK
1EA - 150MM DIA GATE VALVE
1EA - 300 X 300 X 150MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 150 X 150 X 80MM DIA TEE
300MM PVC
1EA - CONC THRUST BLOCK
1EA - 80MM DIA GATE VALVE
1EA - 80 X 80 X 50MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 80 X 20 REDUCER
1EA - 80 X 80 X 80MM DIA TEE
1EA - CONC THRUST BLOCK
BEND4
11EA - 20MM
1EA - CONC THRUST BLOCK
1EA - 300MM DIA GATE VALVE
1EA - 300 X 300 X 300MM DIA TEE
CUT AND PLUG EXST 150MM CI
DIA PVC WATE LINE AND
CONNECT TO EXST 300MM
4EA - CONC THRUST BLOCK
4EA - 300 X 300 X 150MM DIA TEE
CONNECT TO EXST PIV
1EA - CONC THRUST BLOCK
1EA - 150MM DIA GATE VALVE
1EA - 300 X 300 X 150MM DIA TEE
1EA - 150 X 150 X 80MM DIA TEE
1EA - 150 X 80 REDUCER
1EA - 80MM DIA GATE VALVE
1EA - CONC THRUST BLOCK
1EA - CONC THRUST BLOCK
1EA - 80MM DIA GATE VALVE
BEND4
11EA - 80MM
1EA - CONC THRUST BLOCK
BEND4
11EA - 80MM
1EA - CONC THRUST BLOCK
BEND4
11EA - 80MM
1EA - CONC THRUST BLOCK
1EA - 65MM DIA GATE VALVE
BEND4
11EA - 65MM
M M P
V C
VERIFY EXST 65MM WATER LINE
1EA - 80 X 80 X 65MM DIA TEE
1EA - 65MM DIA GATE VALVE
1EA - 80 X 65MM REDUCER
1EA - CONC THRUST BLOCK
M M P
V C
1EA - CONC THRUST BLOCK
1EA - 300 X 300 X 200MM DIA TEE
DIA PVC WATE LINE
CONNECT TO EXST 200MM
C-2
1EA - CONC THRUST BLOCK
1EA - 300 X 300 X 150MM DIA TEE
CONNECT TO EXST HYDRANT
LEGEND OF SYMBOL
: AIR VACUUM VALVE
: PIV
: HYDRANT
: GATE VALVE
: PVC WATER PIPE
1EA - 300 X 300 X 150MM DIA TEE
1EA - 150X80 REDUCER
1EA - 80MM DIA GATE VALVE
1EA - CONC THRUST BLOCK
GATE VALVE
3 EA
4 EA
1 EA
2 EA
PVC PIPE SIZE PIPE LENGTH
WATER LINE WORK RESTORE WORK
AC
PCC
SIDEWALK
DESCRIPTION
CON'C CURB
CON'C STEP
SODDING
GRAVEL PAVEMENT
QTYSIMBOL
300MM
200MM
150MM
100MM
80MM
65MM
50MM
20MM
2 EA
5.0 LM
350.0 LM
47.0 LM
85.0 LM
48.0 LM
32.0 LM
10.0 LM
AIR VALVE
1 EA 105.0 SM
135.0 SM
640.0 SM
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
DES
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
- 3 1:400
1:400
0 20M15105
AS SHOWN
CIVIL
SITE LAYOUT PLAN - 2
PAK, C H.
AS SHOWN
238266
SITE LAYOUT PLAN - 2
SCALE:
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
C-3
H A
N D
R A
IL
A .C
B O
A R
D S
R
A S
H
C O
N T
A
IN
E R B
O X
B O
A R
D S
-1
F F
E
.9
C O
N T
A
IN
E R B
O X
A .C
S -1
F F
E
.8
C O
N T
A
IN
E R B
O X
C O
N T
A
IN
E R B
O X
S T
E E
L P
L A
T E P
A V
E M
E N
T
C O
N T
A
IN
E R B
O X
C O
N T
A
IN
E R B
O X
C O
N T
A
IN
E R B
O X
C O
N T
A
IN
E R B
O X
C O
N T
A
IN
E R B
O X
C O
N T
A
IN
E R B
O X
C O
N T
A
IN
E R B
O X
A
IR
P L
A N
E H
A N
G A
R
A
IR
P L
A N
E H
A N
G A
R
H A
N D
R A
IL
E1
E3
E3E4
E4
E2
B H .4
.7
B H .1
.8
HANDRAIL
CONTAINER BOX
C P
W P
W P
W P
W P
C P
C P
C P
C P
C P
C P
C P
G
0.6M W CONC DITCH W/
STEEL GRATINGS
0.6M W CONC DITCH W/
STEEL GRATINGS
0.6M W CONC DITCH W/
STEEL GRATINGS
0.6M W CONC DITCH W/
STEEL GRATINGS
C P
C P
P
40 GS
G
S
G
S
200 GS
50 GS
300 PVC
200 CI
0 P
VC
(W
L "H
S
C C
C
C
S
S S
S
S D
C
C
S
S
C B
C B
C B
C B
C B
C B
D
S -0
A
50MM PVC
M M P
V C
80MM PVC
200MM PVC
FOR FUTURE USE
CUT AND PLUG
VERIFY AND CONNECT
EXST 20MM WATER LINE
2EA - 200X200X20MM TAPPING SADDLE 1EA - CONC THRUST BLOCK
1EA - 150X150X150MM DIA TEE
CONNECT TO EXST HYDRANT
CUT AND PLUG
VERIFY AND CONNECT TO
EXST 200MM WATER LINE
1EA - 200X200X200MM DIA TEE
1EA - CONC THRUST BLOCK
CONNECT TO EXST 200MM W.L
1EA - 200X200X200MM DIA TEE
1EA - 200MM DIA GATE VALVE
1EA - CONC THRUST BLOCK
VACUUM VALVE
200MM DIA AIR
150MM PVC
1EA - CONC THRUST BLOCK
1EA - 150MM DIA GATE VALVE
1EA - 200X200X150MM DIA TEE
CONNECT TO EXST 200MM W.L
1EA - 200X200X80MM DIA TEE
1EA - 200MM DIA GATE VALVE
1EA - 80MM DIA GATE VALVE
1EA - CONC THRUST BLOCK
1EA - CONC THRUST BLOCK
BEND4
11EA - 80MM
1EA - CONC THRUST BLOCK
1EA - 80X50 REDUCER
1EA - 80X80X50MM DIA TEE
VERIFY 50MM W.L
200MM PVC
LEGEND OF SYMBOL
: HYDRANT
: GATE VALVE
: PVC WATER PIPE
GATE VALVE
2 EA
1 EA
1 EA
PVC PIPE SIZE PIPE LENGTH
WATER LINE WORK RESTORE WORK
AC
PCC
SIDEWALK
DESCRIPTION
CON'C CURB
CON'C STEP
SODDING
GRAVEL PAVEMENT
QTYSIMBOL
300MM
200MM
150MM
100MM
80MM
65MM
50MM
20MM
180.0 LM
12.0 LM
50.0 LM
AIR VALVE
1 EA
150.0 SM
210.0 SM5.0 LM
2.0 SM
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
DES
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
- 4 1:400
1:400
0 20M15105
AS SHOWN
CIVIL
SITE LAYOUT PLAN - 3
PAK, C H.
AS SHOWN
238266
SITE LAYOUT PLAN - 3
SCALE:
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
C-4
450450450
T R
A S
H
F F
E
.0
A .C
C O
N T
A
IN
E R B
O X
P -0
F F
E
.3
F F
E
.3
F F
E
.6
A .C
S P
G A
Z E
B O
COMMISSARY
S
A R
D
S
A R
D
C P
C P
L P
E
L P
L P
L P
L P
L P
L P
C P
E
S P
C P
C P
L P
C P
T O
P
.8
G M
H
S V
.4
M W C
O N
C D
IT
C H W
S T
E E
L G
R A
T
IN
G S
0.45M W CONC DITCH W/
STEEL GRATINGS
P
V C
P
V C (R
W
C I
S
T E
E L
300 PVC
G
S
G
S
200 CI
P
V C
50 GS
200 CI
C
SS
C
SS
C
C
C
C
S
S
D D
E
C
C
C
S
C B
C B
C B
C B
C B
C B
C B
C B
C B
C B
S
S
S
C B
C B
C B
C B
S S
S
S
S
C B
C B
C B
SS
-0
P -0
P -0
M M P
V C
M M P
V C
100MM PVC
M M P
V C
M M P
V C
M M P
V C
M M P
V
C 300MM PVC
300MM PVC
300MM PVC
300MM PVC
M M P
V C
M M P
V C
1EA - CONC THRUST BLOCK
2EA - 300MM DIA GATE VALVE
1EA - 300X300X300MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 100MM DIA GATE VALVE
1EA - 300X300X100MM DIA TEE
1EA - 300X300X50MM TAPPING SADDLE
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
1EA - 300X300X50MM TAPPING SADDLE
1EA - 50MM DIA GATE VALVE 1EA - CONC THRUST BLOCK
1EA - 100MM DIA GATE VALVE
1EA - 300X300X100MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
CUT AND PLUG
1EA - CONC THRUST BLOCK
BEND4
11EA - 300MM
1EA - CONC THRUST BLOCK
1EA - 300MM 1/32 BEND
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST PIV
CUT AND PLUG
VERIFY
VERIFY EXST WATER LINE
1EA - 300X300X50?MM TAPPING SADDLE
1EA - 50MM DIA GATE VALVE
300MM PVC
2EA - CONC THRUST BLOCK
1EA - 300MM DIA GATE VALVE
1EA - 300MM 1/32 BEND
1EA - 300X300X300MM DIA TEE
1EA - CONC THRUST BLOCK
BEND4
11EA - 300MM
1EA - CONC THRUST BLOCK
1EA - 300MM DIA GATE VALVE
1EA - 300X300X300MM DIA TEE
M M P
V C
1EA - CONC THRUST BLOCK
BEND4
11EA - 100MM
1EA - CONC THRUST BLOCK
BEND4
11EA - 50?MM
1EA - CONC THRUST BLOCK
BEND4
11EA - 100MM
2EA - CONC THRUST BLOCK
2EA - 300MM 1/8 BEND1EA - CONC THRUST BLOCK
1EA - 100MM DIA GATE VALVE
1EA - 300X300X100MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST PIV
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
CUT AND PLUG
1EA - 300X300X65MM TAPPING SADDLE
1EA - 65MM DIA GATE VALVE
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST PIV
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST PIV
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
1EA - CONC THRUST BLOCK
1EA - 300MM DIA GATE VALVE
1EA - 300X300X300MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 200X200X100MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 50MM DIA GATE VALVE
BEND4
11EA - 50MM
M M P
V C
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
CUT AND PLUG
150MM PVC
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
LEGEND OF SYMBOL
: HYDRANT
: GATE VALVE
: PVC WATER PIPE
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
GATE VALVE
1 EA
3 EA
PVC PIPE SIZE PIPE LENGTH
WATER LINE WORK RESTORE WORK
AC
PCC
SIDEWALK
DESCRIPTION
CON'C CURB
CON'C STEP
SODDING
GRAVEL PAVEMENT
QTYSIMBOL
300MM
200MM
150MM
100MM
80MM
65MM
50MM
40MM
120.0 LM
21.0 LM
AIR VALVE
790.0 SM
550.0 SM
730.0 LM 5 EA
65.0 LM 3 EA
50.0 SM
50.0 LM
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
DES
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
- 5 1:400
1:400
0 20M15105
AS SHOWN
CIVIL
SITE LAYOUT PLAN - 4
PAK, C H.
AS SHOWN
238266
SITE LAYOUT PLAN - 4
SCALE:
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
C-5
B O
A R
D S
S
PS
P
A .C
F F
E
.4
F F
E
.6
C O
N T
A
IN
E R B
O X
C O
N T
A
IN
E R B
O X
S
A R
D
S
A R
D
W P
SV
C P
C P
C P
C P
C P
C P
S P
S
PS
P
E E
SV
L P
W
T O
P
.3
W M
H
W
SV
SV
SV
SV
P
.3
W M
G
S
G
S
50 GS
G
S
G
S
50 GS
80 GS
G
S
200 PVC (RW)
200 (WL "H")200 (WL "H")
E
E
E
C
C
C B
C B
E
C B
S
S
S
S
S -0
P -0
200MM PVC
M M
M M
M M P
V C
M M P
V C
M M P
V C
150MM PVC
M M P
V C
80MM PVC 50MM PVC
M M P
V C
80MM PVC
80MM PVC
CUT AND PLUG
250 PVC
1EA - CONC THRUST BLOCK
1EA - 200X200X150MM DIA TEE
CONNECT TO EXST WATER M/H 1EA - 200X200X50MM TAPPING SADDLE
CONNECT TO EXST WATER M/H
1EA - CONC THRUST BLOCK
1EA - 200MM DIA GATE VALVE
1EA - 300X300X200MM DIA TEE
M M
CONNECT TO EXST 300MM W.L
1EA - 300X300X300MM DIA TEE
1EA - 300MM DIA GATE VALVE
1EA - CONC THRUST BLOCK
1EA - CONC THRUST BLOCK
BEND4
11EA - 150MM X
CONNECT TO EXST HYDRANT
CUT AND PLUG EXST 300MM W.L
1EA - CONC THRUST BLOCK
1EA - 200X200X150MM DIA TEE
1EA - CONC THRUST BLOCK
BEND4
11EA - 50MM X
CUT AND PLUG
1EA - CONC THRUST BLOCK
BEND4
11EA - 150MM X
50MM PVC
150MM PVC
1EA - 150 X 50 REDUCER
1EA - 50MM DIA GATE VALVE
1EA - 150X150X50MM TAPPING SADDLE
50MM PVC
1EA - CONC THRUST BLOCK
1EA - 50MM DIA GATE VALVE
BEND4
11EA - 50MM X
1EA - CONC THRUST BLOCK
BEND4
11EA - 50MM X
1EA - CONC THRUST BLOCK
BEND4
11EA - 50MM X
1EA - CONC THRUST BLOCK
1EA - 50MM DIA GATE VALVE
BEND4
11EA - 50MM X
1EA - CONC THRUST BLOCK
1EA - 80X80X80MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 80MM DIA GATE VALVE
1EA - 80X80X80MM DIA TEE
CONNECT TO EXST W.L
1EA - CONC THRUST BLOCK
1EA - 80MM DIA GATE VALVE
BEND4
11EA - 80MM X
1EA - CONC THRUST BLOCK
1EA - 150X150X80MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 150X150X80MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 80 X 50 REDUCER
1EA - 80X80X50MM DIA TEE
M M P
V C
CUT AND PLUG
2EA - CONC THRUST BLOCK
2EA - 150MM X 1/8 BEND
1EA - CONC THRUST BLOCK
1EA - 80MM DIA GATE VALVE
1EA - 150MM DIA GATE VALVE
1EA - 150X150X80MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 50MM DIA GATE VALVE
BEND4
11EA - 50MM X
1EA - CONC THRUST BLOCK
1EA - 80MM DIA GATE VALVE
1EA - 80X80X50MM DIA TEE
1EA - CONC THRUST BLOCK
BEND4
11EA - 80MM X
2EA - CONC THRUST BLOCK
BEND4
12EA - 50MM X
M M
LEGEND OF SYMBOL
: HYDRANT
: GATE VALVE
: PVC WATER PIPE
GATE VALVE
4 EA
PVC PIPE SIZE PIPE LENGTH
WATER LINE WORK RESTORE WORK
AC
PCC
SIDEWALK
DESCRIPTION
CON'C CURB
CON'C STEP
SODDING
GRAVEL PAVEMENT
QTYSIMBOL
300MM
200MM
150MM
100MM
80MM
65MM
50MM
40MM
123.0 LM
AIR VALVE
660.0 SM
260.0 SM
100.0 LM 1 EA
240.0 LM 5 EA
55.0 SM
58.0 LM 1 EA
135.0 LM 1 EA
2.0 LM
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
DES
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
- 6 1:400
1:400
0 20M15105
AS SHOWN
CIVIL
SITE LAYOUT PLAN - 5
PAK, C H.
AS SHOWN
238266
SITE LAYOUT PLAN - 5
SCALE:
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
C-6
450 450
0S
P
F F
E
.7
A .C
S P
B O
A R
D S
S P
B U
S
A .C
T -0
F F
E
.0
S P
C O
N S
T R
U C
T
IO
N
S -0
F F
E
.7
KEPCO
SUB-
STATION
302 3
S
A R
D
S
A R
D
SV SV
S P
L P
L P
L P
T O
P
.1
G M
H
S V
C P
L P
L P
E
L P
S P
L P
E L P
L P
C P
L P
L P
L P
L P
C P
L P
L P
S P
S P
E W
P
S P
L P
C P
C P
O
IV
P
V C
200 CI
300 PVC
200 CI
P
P
V C
P
V C
TRASH
S P
S P
L P
C P
L P
C P
PCC
AC
AC
D
S
S
C
S
C
C
S
C
S
S
C
C
S
S
D
S
E
C
E
C
D
C
D
D
S
C B
C B
C B
C B
C B
C
BC
B
C B
C B
C B
C B
C B
C B
C B
C B C
B
C B
C B
C B
C B
C B
C B
S
S
C B
C B
E
C B
S S
C B
DD
S
C B
C B
C B
C B
C B
S -0
S -0 m m m m
IV
S-0322
M M P
V C
M M P
V C
150X65
300MM PVC
300MM PVC 300MM PVC
E
M M
2EA - CONC THRUST BLOCK
2EA - 300MM X 1/8 BEND
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
LEGEND OF SYMBOL
A
W
M M P
V C
M M P
V C
CONNECT W/ NEW 100MM PVC
REMAIN EXST GATE VALVE AND
1EA - CONC THRUST BLOCK
BEND4
11EA - 50MM X
1EA - CONC THRUST BLOCK
BEND4
11EA - 50MM X
1EA - CONC THRUST BLOCK
1EA - 300X300X200MM DIA TEE
CONNECT TO EXST PIV
1EA - CONC THRUST BLOCK
1EA - 300MM DIA GATE VALVE
1EA - 300X300X300MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 150X 65MM REDUCER
1EA - 150MM DIA GATE VALVE
1EA - 300X300X150MM DIA TEE
1EA - CONC THRUST BLOCK
BEND4
11EA - 65MM X 1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
1EA - CONC THRUST BLOCK
BEND4
11EA - 65MM X
1EA - CONC THRUST BLOCK
BEND4
11EA - 65MM X
1EA - CONC THRUST BLOCK
BEND4
11EA - 65MM X
2EA - CONC THRUST BLOCK
2EA - 300X300X150MM DIA TEE
CONNECT TO EXST PIV
1EA - 50MM DIA GATE VALVE
1EA - 300X300X50MM TAPPING SADDLE
VERIFY EXST 50MM W.L
50MM PVC
M M P
V C
M M P
V C
1EA - 65MM DIA GATE VALVE
1EA - 100X 65MM REDUCER
1EA - 100X100X50MM TEE
VERIFY EXST 50MM W.L
1EA - CONC THRUST BLOCK
BEND4
11EA - 50MM X
CUT AND PLUG
300MM GATE VALVE
CONNECT TO EXST
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
2EA - CONC THRUST BLOCK
2EA - 300X300X150MM DIA TEE
CONNECT TO EXST PIV
1EA - 65MM DIA GATE VALVE
1EA - 300X300X65MM TAPPING SADDLE
1EA - CONC THRUST BLOCK
BEND4
11EA - 65MM X
: HYDRANT
: GATE VALVE
: PVC WATER PIPE
1EA - 100MM DIA GATE VALVE
1EA - 300X300X100MM TEE
GATE VALVE
2 EA
PVC PIPE SIZE PIPE LENGTH
WATER LINE WORK RESTORE WORK
AC
PCC
SIDEWALK
DESCRIPTION
CON'C CURB
CON'C STEP
SODDING
GRAVEL PAVEMENT
QTYSIMBOL
300MM
200MM
150MM
100MM
80MM
65MM
50MM
40MM
120.0 LM
AIR VALVE
275.0 SM
300.0 SM
250.0 LM 1 EA
50.0 LM 1 EA
305.0 SM10.0 LM 1 EA
40.0 LM130.0 LM 1 EA
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
DES
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
- 7 1:400
1:400
0 20M15105
AS SHOWN
CIVIL
SITE LAYOUT PLAN - 6
PAK, C H.
AS SHOWN
238266
SITE LAYOUT PLAN - 6
SCALE:
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
C-7
LEGEND OF SYMBOL
: HYDRANT
: GATE VALVE
: PVC WATER PIPE
2-450
S P S P
S P
S P
S P
S P
K E
R
C O
N S
E N
T
261 356357
S
A R
D
SV
T O
P
.1
W M
H
W
SV
L P
T O
P
.3
W M
H
T O
P
.2
G M
H
S V
C P
S P S P
C P
SV
C P
SV
T O
P
.7
G M
H
S V
S P
S P
C P
S P
S P
K E
R
C P
C P C P
C P
C P
C P
C P C P
C P
C P
G
S
P
0.30M W CONC DITCH W/
STEEL GRATINGS
S
W
D
S
S
D
C
C
C
C
C
E
C
D
C B
C
BC
BC
B
C B
C B
C B
C B
S S
S
W
W
W
D D
DD
C
W
P
V C
P
V C
250 PVC
A
P-0263 m m m m100mm
300MM PVC
M M P
V C
300 OS & Y VALVE
150X80
200MM PVC
M M
M M
M M
M M
M M
300X200
M M P
V C
200MM PVC
250MM PVC
M M
M M
40MM PVC
300MM PVC
3EA - CONC THRUST BLOCK
3EA - 200X200X150MM DIA TEE
CONNECT TO EXST WATER M/H
3EA - 200X200X50MM TAPPING SADDLE
CONNECT TO EXST WATER M/H
1EA - CONC THRUST BLOCK
1EA - 250MM DIA GATE VALVE
1EA - 300X300X250MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 200MM DIA GATE VALVE
1EA - 300X300X200MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
1EA - CONC THRUST BLOCK
1EA - 300X300X150MM DIA TEE
CONNECT TO EXST HYDRANT
1EA - CONC THRUST BLOCK
1EA - 80MM DIA GATE VALVE
1EA - 150X80 REDUCER
1EA - 300X300X150MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 300X200 REDUCER
1EA - 300MM DIA GATE VALVE
1EA - 300X300X300MM DIA TEE
1EA - CONC THRUST BLOCK
1EA - 250X250X150MM DIA TEE
CONNECT TO EXST HYDRANT
1EA - CONC THRUST BLOCK
1EA - 300X300X300MM DIA TEE
CONNECT TO EXST FW
1EA - 300X300X40MM TAPPING SADDLE
1EA - 40MM DIA GATE VALVE
1EA - CONC THRUST BLOCK
BEND4
11EA - 40MM X
1EA - CONC THRUST BLOCK
BEND4
11EA - 40MM X
1EA - CONC THRUST BLOCK
BEND4
11EA - 40MM X
250MM GATE VALVE
CONNECT TO EXST
GATE VALVEPVC PIPE SIZE PIPE LENGTH
WATER LINE WORK RESTORE WORK
AC
PCC
SIDEWALK
DESCRIPTION
CON'C CURB
CON'C STEP
SODDING
GRAVEL PAVEMENT
QTYSIMBOL
300MM
200MM
150MM
80MM
65MM
50MM
40MM
AIR VALVE
290.0 SM
390.0 SM
110.0 LM 1 EA
12.0 LM 1 EA
15.0 SM75.0 LM 1 EA
15.0 LM
35.0 SM
6.0 LM
250MM 170.0 LM
20.0 LM
90.0 LM
1 EA
1 EA
1 EA
AA
FOR AC PAVEMENT DET
SAWCUT
BEDDING - SELECT
GRANULAR MATERIAL SHALL
INITIAL BACKFILL
SATISFACTORY BACKFILL
UNYIELDING MATERIAL
TO THE NECESSARY SIZE AT EACH
JOINT OR COUPLING TO ELIMINATE
1. BELL HOLES SHALL BE EXCAVATED
POINT BEARING.
NOTE:
BE FREE OF ROCK 15mm OR LARGER
TYPICAL TRENCH SECTION
UNYIELDING MATERIAL TRENCH BOTTOM
GATE VALVE W/BOX
FIRM UNDISTURBED
EARTH (SEE NOTE 1 AT RIGHT)
NOTE:
OD+600 FOR PIPES 600 OR LESS
TW = (
M
IN
0 TW
NOT TO SCALE
OD+900 FOR PIPES LARGER THAN 600
O.
D
OR SEEDED AREAS
FOR SIDEWALK, TURFED
OR MISC AREA
EARTH TRENCH BOTTOM
- NOT TO SCALE
NON-TRAFFIC INSTALLATION1A
1 1
TRENCH RESTORATION DETAIL
TYPICAL AC PAVEMENT
NOT TO SCALENOT TO SCALE
SUBGRADE
FOR DET
1EXST SURFACE COURSE
EXST BASE COURSE
EXST SUBBASE COURSE
D
PIPE
SATISFACTORY BACKFILL
PLAN - VALVE BOX
1. THICKNESS OF NEW COURSES
MIN
TACK COAT @ JOINTS
PROVIDE BITUMINOUS 4
NEW BASE COURSE
NEW SUBBASE COURSE
SAWCUT (TYP)
SHALL MATCH THE THICKNESS OF
NEW AC SURFACE COURSE
TRAFFIC INSTALLATION1B
NEW PRIME COAT
NOT TO SCALE
UNDISTURBED SOIL
S
R
O F
IL
E
B
CONCRETE BASE
2 EACH (SEE TABLE ABOVE RIGHT)
REBAR TIE RODS
WATER MAIN
V A
R
IE
SCONC OR PVC (C-900)
EXTENSION
BRICKS OR CONC
BLOCKS (100 X 150)
GATE VALVE WITH BELL
ENDS SHOWN
GROUND
150150
VALVE BOX WITH
CONC COLLAR
CONC NON-TRAFFIC
NOTE:OR 375mm DIA
CONC VALVE BOX
SIZE OF CONCRETE BASE IS BASED ON 0.176 KG/mm (250 PSI) PRESSURE IN THE
PIPE AND 71,820 NEWTONS/M (1500 PSF) SOIL BEARING PRESSURE.
2 EACH (SEE TABLE ABOVE RIGHT)
REBAR TIE ROD
B
CONCRETE BASE
2B
WATERWATER
TRAFFIC TYPE
2A CI VALVE BOXES
CONCRETE BASE RING
GATE VALVE MIN
M
IN
375 375
NON-TRAFFIC TYPE
WATER 5
(WIDE)
DIMENSION TABLE OF CONCRETE BASE
VALVEVALVE A B
CONC BASE 375mm SQ
TRAFFIC TYPE VALVE BOX
SLIDE TYPE CAST IRON
SIZE
TIE ROD
SIZE
(WIDE) (DEPTH)
62 300
2-D10 BAR
2-D10 BAR
2-D10 BAR
2-D10 BAR
2-D13 BAR
PAVED SECTION SEE PLAN
A B
TIE ROD
2-D13 BAR
(DEPTH)
850 2-HD16 BAR
2-HD16 BAR
2-HD19 BAR
2-HD19 BAR1800
2. FOR BID PURPOSES, USE 50mm AC
EXST PAVEMENT.
300mm BASECOURSE, & 150mm
SUBBASE COURSE
NOTES:
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
CHOE, S M.
CIVIL
AS SHOWN
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
238266
MISC. DETAILS - 1
C-8
50mmx25mm SCREW BUSHING
(SINGLE BODY)
AIR AND VACUUM VALVE
SEE TABLE
19mm DRAIN ROCK
D13 @ 300mm O.C.E.W.
STREET ELBOW
C.I. MANHOLE COVER WITH FRAME
W/EXTENSION
25mm OR 50mm COMBINATION
SEE DWG. NO. C0605
TO THE COMBINATION AIR VALVE.
D13 @ 300 O.C.E.W.
5. AIR - VACUUM VALVE MANHOLES 1,2m IN
4. VALVES WITHIN WATER DISTRIBUTION SYSTEM
SPECIFIED ON THE CONSTRUCTION PLANS.
DEPTH OR GREATER SHALL HAVE A LADDER.
1. SLOPE OF THE STEEPEST PIPE ADJACENT
2. FOR PIPE LINES LARGER THAN 300mm. SEE PLAN.
3. COMBINATION AIR - VACUUM VALVE OF THE
SIZE INDICATED BY TABLE SHALL BE USED
IN THIS INSTALLATION UNLESS OTHERWISE
(TYP.)
D.I. PIPE
THROUGH WALL
NOTE:
SHALL BE 25mm.
METHOD.
THROUGH WALL
DUCTILE IRON PIPE
50mm THREADED O.S PIPE (TYP.)
THROUGH WALL (TYP.)
ONE SECTION D.I. PIPE
CELLULAR GLASS INSULATION
COMBINATION AIR AND VACUUM VALVE
B
200 900
CELLULAR GLASS INSULATION
BELL TYPE JOINT
(SINGLE BODY)
PVC, D.I., C.I. PIPE
PIPE SLOPE (%)
SEE NOTE 1
PLAN
A
C.I. MANHOLE FRAME AND COVER
LADDER
SEE NOTE 5
VALVE SIZE IN WATER
TRANSMISSION LINES
(SEE NOTE 4)
100-200
0.25
(mm)
PIPE SIZE
0.5
C.I., D.I., PVC, STEEL
25 25
25 2525
M
IN
ALL SIDES
300 (TYP.)
SEE PLAN
PAVED SECTION
500 DIA.
2EA - 90
MARKED "WATER"
GATE VALVE
50mm THICKNESS
50mm x 25mm REDUCER
V A
R
IE
S
(TYP.)
MASTIC CAULKING
(TYP.)
C.I. TAPPED TEE
UNION
MIN.
SO
900 (MIN.)
10 25 5050
(100 TO 300 DIAMETER) CONCRETE SUPPORT
SECTION
B
FINISH GRADE
ADD D13 4 SIDES
PVC, D.I., C.I. PIPE
V A
R
IE
S
BELL TYPE JOINT
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
CHOE, S M.
CIVIL
AS SHOWN
SCALE: NONE
COMBINATION AIR - VACUUM VALVE INSTALLATION
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
238266
MISC. DETAILS - 2
C-9
AND SMALLER
4-D13 ON PIPES 200
D13 LONGITUDINAL
AT 300 OC USE ONLY
LAPPED 300 AT ENDS
D10 HOOPS 250 OC
CONC ENCASEMENT
REINFORCED CONCRETE ENCASEMENT
AS SHOWN ON PLAN
NOT TO SCALE
CONCRETE ENCASEMENT
PIPE
150OD OF
NOT TO SCALE
MINPIPEMIN
757575 OD OF 75
PIPE DIAMETER
M
IN
M
IN
D
F
P
IP
E
CONC ENCASEMENT
INSTALL POSITION
JOINT AT READY TO
HUB (RING) TYPE COUPLING
MISCELLANEOUS PIPE INSTALLATION DETAILS
SINGLE STRAP TYPE MAY BE
CLAMP 200mm LARGER PIPE
USED FOR 150mm & SMALLER PIPE
PVC PIPE
CI OR DI CAP
W/BELL END
TAPPED TEE WITH BELL
ENDS (TYP)
- NOT TO SCALE
SERVICE LINE FOR
COPPER PIPE SHOWN
AS REQUIRED
COPPER SHOWN
CORPORATION STOP
CORPORATION STOP
THREAD
BELL END
WITH EARS
CI OR DI FITTING WITH
CI OR DI FITTING OR PIPE WITH
MECHANICAL JOINT END
BELL END
CI OR DI FITTING WITH BELL END
CI OR DI PLUG
PVC CI OR DI PIPE
AT INSTALLED POSITION
PVC CI OR DI PIPE
MECHANICAL JOINT
THREAD PIPE
TAPPING SADDLE WITH COPPER SERVICE - 19mm DIA TO 63mm DIA1
ACP, PVC, DI OR CI PIPE WATER MAIN
- NOT TO SCALE
150mm PIPE & SMALLER
(200mm PIPE & LARGER)
DOUBLE STRAP
TAPPING SADDLE BAND
TAPPING SADDLE BAND SINGLE STRAP
COMPRESSION JOINT
COPPER TUBING
SINGLE BOLT & NUT (SHOWN)
COMPRESSION JOINT
CORPORATION STOP
TAPPING SADDLE WITH
NEOPRENE GASKET
COPPER TUBING GOOSENECK
COPPER TUBING
2 80mm AND LARGER SERVICE - TAPPING SLEEVE
NOT TO SCALE
SERVICE PIPE
VALVE (FE X MJ)
CI TAPPING
TAPPING SLEEVE WITH
EXISTING WATER MAIN
FLANGED OUTLET
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
CHOE, S M.
CIVIL
AS SHOWN
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
238266
MISC. DETAILS - 3
C-10
10 10 10
AS REQUIRED (BY CONSTRUCTION PLANS)
DIMENSION TABLE FOR ANCHOR BLOCKS
4. ANCHOR BLOCK SIZE ASSUMES 250 PSI (1,724 KG/CM2) INTERNAL PIPE PRESSURE
1500 PSF (9,765 KG/CM2) SOIL BEARING PRESSURE FOR TYPE II
3. PIPE DEFLECTION - SEE NOTE 4 THIS SHEET AND ALSO SEE
2. A DASH ( - ) INDICATES NO ANCHOR BLOCK IS REQUIRED
SEE DRAWING NO SHEET C-505
1. THRUST BLOCK NOTES TO BE APPLIED FOR TYPE II ANCHOR BLOCK
NOT TO SCALE-
ANCHOR BLOCK AND VERTICAL CURVE INSTALLATION
P R O F I L E
BLOW OFF ASSEMBLY (WHEN CALLED FOR ON PLANS)
1A
TYPE II ANCHOR BLOCK
PVC PIPE SHOWN
SHOWN (TYP) LAY-PIPE
BELL TYPE JOINT
UPHILL
THI
S
SHEET
A N
G
LE
S
SEE
CONCAVE
(SEE GENERAL NOTE 4 AT RIGHT)
CONCAVE DEFLECTION ANGLE
A T
R
IG
H T
ANCHOR BLOCKS TYPE I
CURVE
VERTIC
AL
A
LI
G N
M
EN
T
NOTE
DEF
LE
CTI
ON
N O T E S :
- 800
6751050
HUB TYPE JOINT SHOWN (TYP)
ANCHOR BLOCK TYPE IV (TYP)
DEFLECTION
LAY PIPE UPHILL
PIPE
SIZE
A
B
PIPE
TYPE I
BEND
TYPE II
BEND
A
B A
BEND
A
300400
B
B
DEPTH OF COVER MEASURED
GROUND SURFACE
PERPENDICULAR TO
BEND
ANCHOR BLOCK
TYPE III
GROUND
12.5 x 212.5 x 212.5 x 218.8 x 218.8250
12.5 x 2
1. ASSUMED 1724 KG/M2 (250 PSI) INTERNAL PIPE PRESSURE.
10001550
1725525
1325 925
13501525
25DIA x 2
2. ALL EXPOSED STEEL SHALL BE COAL-TAR ENAMEL
B
BEND
A
B
BEND
A
750825
C A
B
BEND
TYPE III
COATED.
300 18.8
600750
C
A B
BEND
500600
C A
B
BEND
12.5 x 218.8 x 2
C
12.5 x 2
SIZExPAIR
1/32 BEND
12.5 x 2
18.8 x 2
12.5 x 2
SIZExPAIR
1/4 BEND
TIE ROD TABLE
PIPE
SIZE
12.5
12.5
12.5
BLOCK
TYPE II
12.5 x 2
12.5 x 2
1/16 BEND
TYPE III BLOCK
SIZExPAIR
12.5 x 2
12.5 x 2
12.5 x 2
1/8 BEND
SIZExPAIR
1 1
ANCHOR BLOCK - TYPE II
NOT TO SCALE
ANCHOR BLOCK
TIE ROD
(SEE TABLE BELOW)
A
M
IN
VAR
IE
S
PIPE
2A
GROUND
PIPE
S E C T I O N
B
TIE ROD
SEE TIE ROD
TABLE BLOCK BELOW
2A
ANCHOR BLOCK
V A
R
IE
S
PIPE
GROUND
S E C T I O N
ANCHOR BLOCK - TYPE III
NOT TO SCALE
3A
GROUND
B
MIN
I-PAIR
TIE ROD
ANCHOR BLOCK
V A
R
IE
S
A
ANCHOR BLOCK
UNDISTURBED
SOIL SURFACE
SEE TIE ROD TABLE
C
ABOVE
PIPE
GROUND
V A
R
IE
S
VERTICAL
BEND
2 PAIR - TIE ROD
PIPE
3A
1. DIMENSIONS OF ANCHOR BLOCKS ARE BASED ON MAXIMUM WATER
2. TYPE II ANCHOR BLOCK SHALL BE EXTENDED TO EXCAVATION TRENCH
WALLS WITHOUT FORMS TO PRODUCE A FIRM CONTACT WITH
3. FORMS ARE NOT REQUIRED FOR INSTALLATION OF ANCHOR BLOCKS.
4. ALLOWABLE MAXIMUM VERTICAL HUB BELL OR FITTING DEFLECTION ANGLES
WITHOUT ANCHOR BLOCKS AT JOINTS TO BE 80mm (3 INCH) FOR PIPE UP TO 200 DIA
65mm (2 1/2 INCHES) FOR 250 AND 300 DIA PIPES, AND 40mm (1-1/2 INCHES)
FOR 350 AND 400 DIA PIPES EXCEPT AS OTHERWISE NOTED ON CONSTRUCTION PLANS.
5. ALL EXPOSED FERROUS SURFACES TO BE COATED WITH COAL-TAR ENAMEL.
TEST PRESSURE OF 250 PSI (1,724 MPa)
UNDISTURBED SOIL.
NOTES:
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
CHOE, S M.
CIVIL
AS SHOWN
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
238266
MISC. DETAILS - 4
C-11
INSULATION
E L E V A T I O N
BOTTOM TRENCH
D E A D E N D
1E2
1E 5
PIPE
OR PLUG
CI OR DI CAP
UNDISTURBED SOIL
END OF TRENCH
P L A N
PIPE TRENCH WALL
1E1
FUTURE CONNECTION
PIPE EXTENDED LINE FOR
M
IN
PIPE BEND
PIPE TRENCH WALL
PIPE
1 2 1A
THRUST BLOCK
BC
MIN
DEAD END
CI OR DI CAP OR PLUG
CONC ENCASEMENT
1B PIPE AT ANGLE 1 2
CONCRETE ENCASED INSULATED
1C
THRUST BLOCK
PIPE TRENCH WALL
PIPE DEFLECTION
CB
PIPE
T E E
THRUST BLOCK
DI OR CI TEE
41D3
B
THRUST BLOCK
25 TYP
C
B
PIPE
THRUST BLOCK
COUPLING
PIPE
C
B
PIPE TRENCH WALL
BRANCH LINE
PIPE
CB
HORIZONTAL DEFLECTION
ANGLE SEE DIMENSION PIPE
NOT TO SCALE
CONCRETE THRUST BLOCK - 1
15001500150045013251800 1050675150450600 15007501800 1325400
N O T E S : 1. DIMENSION "C" AS SHOWN IN TABLE IS MINIMUM ALLOWABLE DIMENSION AND MAY
2. TEE AND 45 DEGREE BEND TO BE USED IN LIEU OF A "WYE" FOR 350 AND
BE EXCEEDED AS LONG AS NO PART OF THE FITTING JOINT IS COVERED BY CONCRETE.
DEAD ENDTEE BRANCHPIPE DEFLECTIONPIPE
DEPTH
,3
K G
M
150350
,5
F
P R
E S
S U
R E
S
IL
A R
IN
,7
K
M
20752075
,0
F
P R
E S
S U
R E
S
IL
A R
IN
Y
P E
II
150400450
450 350 150
675 100
5251525 17502255256001525900
18001800
15501550
13001300
10251025
775775
525525
B
DEPTH
A
T Y
P E
I
SIZE
TYPE
400 150
150225
4501350
4501150
375950
300750
225650
225375
ACBA
DEPTH
CBA
DEPTH
C
825600
17501750 13001750750
10751525
8501300
6501100
450875
450650
300450
CBA
DEPTH
CB
1 32
DIMENSION TABLE FOR THRUST BLOCK (I)
400 DIA BRANCH PIPE SIZES.
TYPICAL SERVICE STOP
SERVICE BOX COLLAR & MOUNTING PLATE
SHALL BE MADE FLUSH W/FINISHED SURFACE
12.5mm PREMOLDED EXP JT & JOINT SEALER
OR SCREW TYPE ADJUSTMENT
CAST IRON EXTENSION SERVICE BOX SLIDE TYPE
SERVICE BOX COLLAR
18mm TO 38mm
BRONZE SERVICE STOP VALVE
PVC SCHEDULE 800-PLAIN END (SHOWN)
PVC THDXSLIP COUPLING (SHOWN)
CONCRETE BASE
NOT TO SCALE-
350 SQUARE
M
IN
COMBINATION KEY
(REMOVABLE)
SQUARE
PAVEMENT
FNSH GRADE 80
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
CHOE, S M.
CIVIL
AS SHOWN
C-12
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
238266
MISC. DETAILS - 5
12 12
12 12
R E D U C E R
S E C T I O N
H
E L E V A T I O N
TIE ROD
UNDISTURBED SOIL
DEPTH
MINIMUM POSSIBLE
REDUCER
H1
PIPE
THRUST BLOCK
L
P L A N
TYP
PIPE TRENCH WALL
PIPE
THRUST BLOCK
W
REDUCER TYP SHOWN
TIE ROD (TYP)
HORIZONTAL PIPE DEFLECTION
DEFLECTION ANGLE
PIPES #3 & #4
PIPE #4
PIPE #3
PIPE #1
PIPE #2
PIPE #2
PIPE #1
FLEXIBLE PIPE
OFFSET DISTANCE
PIPE #2 (SEE TABLE
C
C
DIMENSION TABLE FOR THRUST BLOCKS (II)
REDUCER
REDUCER W H L TIE
ROD
150 x 100 500 300
200 x 100 750 1-25DIA300
200 x 150 600 300
250 x 150 875 300
250 x 200 650 300
300 x 150 1125 375
300 x 200 975 375975
FOR ALL TYPES OF SOIL UNLESS OTHERWISE INDICATED ON THE PLANS.
DIMENSIONS OF THRUST BLOCKS FOR CROSS AND REDUCER TO BE USEDNOTE:
400 x 350
400 x 300
350 x 300
400 x 250
350 x 250
350 x 200
300 x 250
REDUCER
850 1-31.3DIA
W H
2-31.3DIA
2-37.5DIA
1-31.3DIA
2-25DIA
1-25DIA
TIE
ROD
L
375850
DEFLECTION ANGLE OFFSET DISTANCE
PIPE
DIAMETER
(mm)
PVC
(OFFSET FOR L=6M)
BELL
END mm
HUB
END mm
(OFFSET FOR L=5.4M)
END mm
CI OR DI
BELL
JOINT mm
MECH
275-
425 375
NOTES:
1. CAST IRON OR DUCTILE IRON BELL FITTINGS ARE SHOWN ON
THIS SHEET, OTHER AWWA APPROVED FITTING MAY BE USED.
2. FORMS ARE NOT REQUIRED FOR INSTALLATION OF THRUST BLOCKS.
3. ALL EXPOSED FERROUS SURFACES TO BE COATED WITH COAL TAR ENAMEL.
4. THE ALLOWABLE BEARING PRESSURE OF THE INSITU SOIL IS 100 KPa
PER THE FOUNDATION AND PAVEMENT DESIGN ANALYSIS BY F&M BRANCH
1B3
1B1 1B2
1B
1B3
1C
CONCRETE THRUST BLOCK - 21
- NOT TO SCALE
1-18.8DIA
1-18.8DIA
1-25DIA
2-25DIA
2-25DIA
2-6.25DIA
2-6.25DIA
AT RIGHT)
DATED 23 JUNE 1999.
A
B C D
E F G H
SYMBOL BY
DESIGNED BY
ENERGY MANAGER
SUBMITTED BY
USING AGENCY
APPROVED BY
PROJECT NO. DRAWING NO. REF NO.
SCALE :
ZONE DATE APVD.
UTILITIES
SHEET OF
REVIEWED BY
DESCRIPTION
BLDGS & GROUNDS
CHIEF, ENGR'G DIV
FORCE PROTECTION
CHK'D
REVISIONS
IMCOM
FIRE & EMERGENCY SVC
SAFETY
ENVIRONMENT
UNIT #15707, APO AP 96258-5707
ENGINEERING DIVISON, DPW, USAG-RED CLOUD
HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD
US ARMY INSTALLATION MANAGEMENT COMMAND
DEPARTMENT OF THE ARMY
CHOE, S M.
CIVIL
AS SHOWN
REPAIR WATER LINE (PHASE 2)
K-16, AIR BASE
MISC. DETAILS - 6
13-
- 13
C-13
13 13
13 -
SCALE: NONE
SOLID SODDING
JOINT
SEALER
JOINT
FILLER
R=3
TYP
R=3
TYP
TRANSVERSE CONTRACTION JOINTS
SHALL BE SPACED SO THAT RATIO
OF SLAB LENGTH TO WIDTH WILL
NOT EXCEED 1.25. THE DEPTH OF
THE CONTRACTION JOINT WILL BE
AT LEAST ONE-FOURTH OF THE
SIDEWALK SLAB THICKNESS,BUT NOT
LESS THAN THE MAXIMUM NOMINAL
SIZE OF THE AGGREGATE USED.
PROVIDE EXP JOINTS AT MAX 9.0 M
INTERVALS FOR STRAIGHT SECTIONS,
AT ALL RETURNS OF WALKS,
AND WHERE WALKS ABUT OTHER
CONCRETE STRUCTURES.
BROOM
FINISH FIN GRADE
2A S E C T I O N
2B
EXPANSION JOINT
2C
CONTRACTION JOINT
COMPACTED
NON-FROST-SUSCEPTIBLE
MATERIAL BASE
0.06
#8-150X150 WWF
SCALE: NONE
SIDEWALK
NFSM
R=13
CAST IN PLACE
CONCRETE CURB
21 MPa
SEE PLAN FOR FINISH
NOTE ;
"C"
C
R
R
15025
10 THICK EXPANSION
JOINT W/ SEALER
SCALE: NONE
CON'C CURB
AC PAVEMENT
1. PROVIDE EXPANSION JOINTS AT MAX. 15.0 M.
INTERVALS (MATCH SIDEWALK)
2. "C" DIMENSION CONSTANT EQUALS PAVEMENT
SECTION MINUS 300.
3. CONCRETE COMPRESSIVE STRENGTH SHALL BE
21 MPa AT 28 DAYS.
BLANKET
SOLID SOD
50 THK MIN
TOP SOIL
100 THK MIN
COMPACTED SUBGRADE
SCARIFIED AND
233544
| 233544-T1 |
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| 233544-C2 |
| 233544-C3 |
| 233544-C4 |
| 233544-C5 |
| 233544-C6 |
| 233544-C7 |
| 233544-C8 |
| 233544-C9 |
| 233544-C10 |
| 233544-C11 |
| 233544-C12 |
| 233544-C13 |
File details come from the government source that posted it. Updated .