2_Drawings.pdf
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- Solicitation number
- FA4626-26-R-0008
About this file
This document is a set of construction plans for the Repair North South Base Water Systems – Phase II project at Malmstrom Air Force Base in Montana (Project No. 1080765). The plans were prepared for the 341st Contracting Squadron/FKA 7015 Contracting Office at Malmstrom AFB, MT 59402-6863.
The project encompasses water main installation and replacement across multiple locations within the base, totaling approximately 3,978 linear feet of new 6" to 12" PVC water piping. Work includes removal and replacement of existing water mains on Locust Street (1,200 L.F. of 8" pipe from STA. 10+00 to STA. 22+00 and 718.8 L.F. of 8" pipe from STA. 22+00 to STA. 29+18.8), Cypress Drive (636.1 L.F. of 8" pipe), Cedar Street to Clinic (760.5 L.F. of 8" pipe and 20 L.F. of 12" pipe), and 4th Avenue North (815 L.F. of 8" to 12" pipe from STA. 9+85 to STA. 25+28). The scope includes installation of gate valves, tees, reducers, couplings, fire hydrant assemblies with leads, and service connections. Associated work encompasses curb and gutter restoration, sidewalk replacement, asphalt resurfacing, seeding, and sod installation. The plans provide detailed cross-sections, elevation profiles, utility coordination notes, and standard construction details for thrust blocks, gate valves, fire hydrants, trench specifications, and surface restoration. Control point survey data with specific northing, easting, and elevation coordinates are established as project benchmarks.
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Text version
CONTROL POINT DATA
POINT NO.
NORTHING
1195116.96
1191731.48
1191767.93
1191851.57
1195037.67
1195196.18
1193325.05
1194273.18
EASTING
1549156.51
1548900.07
1547962.80
1547639.21
1549620.90
1546097.22
1555733.93
1556795.16
ELEVATION
3441.41
3487.88
3487.54
3483.91
3440.09
3453.47
3450.41
3385.64
DESCRIPTION
C-SET-NAIL
C-SET-BAR
C-SET-BAR
C-SET-BAR
C-SET-BAR
C-SET-BAR
CTRL-SET-BAR
CTRL-SET-BAR
SHEET LIST INDEX
SHEET NO. SHEET TITLE
1 TITLE SHEET
2 CONTROL POINTS
3 LOCUST - STA. 10+00 TO STA. 22+00
4 LOCUST - STA. 22+00 TO STA. 29+18.8
5 CYPRESS DRIVE
6 CEDAR STREET TO CLINIC
7 4TH A. N. STA. 9+85 TO STA. 18+00
8 4TH A. N. STA. 18+00 TO STA. 25+28.0
9 DETAILS
10 DETAILS
11 DETAILS
12 DETAILS
13 DETAILS
S
H Y D
R DY
#100
SW
#101
1513399312C Typewritten Text ALL ASBESTOS CEMENT PIPE SHALL BE REMOVED AND DISPOSED OF PER MT DEQ REGULATIONS.
1513399312C Typewritten Text
#160
#161
2ND AVENUE NORTH
10TH AVENUE NORTH
PERIM
ETER R
OAD
GODDARD AVENUE
R
D S
TR
EE
T
3RD AVENUE SOUTH
TH
S
TR
EE
T
N O
R
TH
73RD STREET NORTH
75TH STREET NORTH
76TH STREET NORTH
FLIGHTLINE DRIVE
PERIM
ETE
R R
OAD
SHT 3
SH
T
SHT 4 SH
T
SHT 6
SHT 7
#100
#130#131#132
#150 #151
4T H A
VENUE N
ORTH
CONTROL POINT DATA
POINT NO.
NORTHING
1195116.96
1191731.48
1191767.93
1191851.57
1195037.67
1195196.18
1193325.05
1194273.18
EASTING
1549156.51
1548900.07
1547962.80
1547639.21
1549620.90
1546097.22
1555733.93
1556795.16
ELEVATION
3441.41
3487.88
3487.54
3483.91
3440.09
3453.47
3450.41
3385.64
DESCRIPTION
C-SET-NAIL
C-SET-BAR
C-SET-BAR
C-SET-BAR
C-SET-BAR
C-SET-BAR
CTRL-SET-BAR
CTRL-SET-BAR
CONTROL POINT DATA
POINT NO.
NORTHING
1195116.96
1191731.48
1191767.93
1191851.57
1195037.67
1195196.18
1193325.05
1194273.18
EASTING
1549156.51
1548900.07
1547962.80
1547639.21
1549620.90
1546097.22
1555733.93
1556795.16
ELEVATION
3441.41
3487.88
3487.54
3483.91
3440.09
3453.47
3450.41
3385.64
DESCRIPTION
C-SET-NAIL
C-SET-BAR
C-SET-BAR
C-SET-BAR
C-SET-BAR
C-SET-BAR
CTRL-SET-BAR
CTRL-SET-BAR
N
FEET
0 500 1000
#100
#150
CONTROL POINT LEGEND
AIR FORCE GLOBALSTRIKE
COMM
AND
WA WA WA WA WA WA
W A
W A
W A
E N
G
NG NG NG NG NG NG
9+50 10+00 11+00 12+00
+0
+0
LOCUST STREET
KA
PO
K
ST
R
EE
T
D
Y
H
MATCH
ELEV. ELEV.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00
ST
A.
0+
.0
8" G
AT
E
VA
LV
E
ST
A.
2+
.4
8" x6
" T
EE
ST
A.
2+
.1
8"
0° B
EN
D
EXISTING GROUND
6.5' MIN.
BURY
ASPHALT ROADWAY
CURB AND GUTTER AND
SIDEWALK RESTORATION
C /L
L O
C U
ST
S
TR
EE
T
CCEG
C O
M C
O M
EL
EC
N
AT
G
AS
50'
5'
ST
A.
0+
.0
8" C
O U
PL
IN
G
1,200.0 L.F. 8" PVC C-900 CL235
SEEDING= 580 SY
CURB & GUTTER= 20 LF
ASPHALT= 52 SY
SIDEWALK= 10 LF
SEEDING= 2093 SY
+5
+1
+5
+0
GRADE PIPE TO
ELIMINATE ANY
LOCALIZED HIGH SPOTS
W A
W A
WA
WA
WA
WA
WA
WA
WA WA WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA
12+00
13+00
14+00
15+00
16+00 17+00 18+00
19+00
20+00
21+00
22+00
LOCUST STREET
D
Y H
M
ATCH
M
AT
C H
L
IN
E
- S
TA
. 2
2+
+0
ST
A.
2+
.1
IN
ST
AL
L 8"
0°
B
EN
D N
: 1
.2
E:
.7
ST
A.
2+
.4
IN
ST
AL
L
8" x6
" T
EE
A N
D R
EM
O
VE
AN
D R
EP
LA
C E
FI
R
E H
YD
R
AN
T
AS
SE
M
BL
Y W
IT
H
' L
EA
D
N : 1
.6
E:
.1
ST
A.
0+
.0
IN
ST
AL
L
8" G
AT
E
VA
LV
E N
: 1
.0
E:
.7
ST
A.
0+
.0
IN
ST
AL
L
8" C
O U
PL
IN
G C
O N
N
EC
T
TO
E
XI
ST
IN
G M
AI
N
N : 1
.9
E:
.7
STA. 10+00.0 TO STA. 22+00.0
REMOVE AND REPLACE 1,200.0 L.F. 8" WATER MAIN
10+00
11+00 C 110.00
CO
M
X-ING
C 120.00
FIBER X-ING
E 130.00
ELEC X-ING
G 140.00
NG
X-ING
ST
A.
8+
.6
R
EM
O
VE
E
XI
ST
IN
G F
IR
E
H
YD
R
AN
T
AS
SE
M
BL
Y
ST
A.
5+
.5
R
EM
O
VE
E
XI
ST
IN
G F
IR
E
H
YD
R
AN
T
AS
SE
M
BL
Y
ST
A.
1+
.4
R
EM
O
VE
E
XI
ST
IN
G F
IR
E
H
YD
R
AN
T
AS
SE
M
BL
Y
N
FEET
0 50 100
N
BASIS OF STATIONING:
STA. 10+00.00
N: 1194178.92 E: 1545471.77
BENCHMARK:
CONTROL POINTS #100, #130, #131, #132,
#150, #151, #160, AND #161 (SEE SHEET 2)
AIR FORCE GLOBALSTRIKE
WA
WA
WA
WA
WA
WA
WA
WA
WA
WA WA
WA
WA
WA
WA
WA
WA
WA
WA
NG
NG
SAN
W A
W A
CP# 151 29+67
21+00
22+00
23+00
24+00
25+00
26+00
27+00
28+00
29+00
NEW 8" WATER MAIN
SEE SHEET 5
LOCUST STREET
M
ATCH LINE - STA. 22+00
M
AT
CH
L
IN
E
- S
TA
. 2 9+
ELEV. ELEV.
22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00
50'
5'
EXISTING GROUND
6.5' MIN.
BURY
ST
A.
5+
.4
8" G
AT
E
VA
LV
E
ST
A.
9+
.8
8" G
AT
E
VA
LV
E
ST
A.
6+
.9
8" x6
" T
EE
G
N
AT
G
AS
SEEDING = 1,597 SY
ST
A.
9+
.8
8" C
O U
PL
IN
G
ST
A.
5+
.4
8" x6
" T
EE
ST
A.
8+
.0
8" T
EE
718.8 L.F. 8"
PVC C-900 CL235
+0
+1
ST
A.
5+
.4
8" G
AT
E
VA
LV
E
ST
A.
6+
.9
8" G
AT
E
VA
LV
E
ST
A.
6+
.9
8" G
AT
E
VA
LV
E
ST
A.
8+
.0
8" G
AT
E
VA
LV
E
ST
A.
8+
.0
8" G
AT
E
VA
LV
E
STA. 22+00.0 TO STA. 29+18.8
INSTALL 718.8 L.F.
8" PVC WATER MAINST
A.
5+
.4
IN
ST
AL
L
8" G
AT
E
VA
LV
E N
: 1
.1
E:
.4
ST
A.
5+
.5
R
EM
O
VE
E
XI
ST
IN
G F
IR
E
H
YD
R
AN
T
AS
SE
M
BL
Y
ST
A.
5+
.4
IN
ST
AL
L
8" x6
" T
EE
N : 1
.2
E:
.3
ST
A.
6+
.9
L T.
IN
ST
AL
L
L.
F.
" P
VC
, 6 " G
AT
E
VA
LV
E, L .F
. 6 " P
VC
, 6
" C O
U
PL
IN
G
C O
N N
EC
T
TO
E
XI
ST
IN
G
M
AI
N
ST
A.
8+
.5
R
EM
O
VE
E
XI
ST
IN
G F
IR
E
H
YD
R
AN
T
AS
SE
M
BL
Y
ST
A.
8+
.0
IN
ST
AL
L
8" T
EE
N
: 1
.8
E:
.6
ST
A.
9+
.8
R
EM
O
VE
" G
AT
E
VA
LV
E
ST
A.
9+
.8
IN
ST
AL
L
8" C
O U
PL
IN
G C
O N
N
EC
T
TO
E
XI
ST
IN
G M
AI
N
N : 1
.5
E:
.4
ST
A.
5+
.4
L T.
IN
ST
AL
L
L.
F.
" P
VC
, 6 " G
AT
E
VA
LV
E, L .F
. 6 " P
VC
, 6
" C O
U
PI
LN
G
C O
N N
EC
T
TO
E
XI
ST
IN
G
M
AI
N
ST
A.
5+
.4
IN
ST
AL
L
8" G
AT
E
VA
LV
E N
: 1
.3
E:
.3
ST
A.
8+
.0
IN
ST
AL
L
8" G
AT
E
VA
LV
E N
: 1
.7
E:
.6
ST
A.
8+
.0
IN
ST
AL
L
8" G
AT
E
VA
LV
E N
: 1
.9
E:
.6
ST
A.
6+
.9
IN
ST
AL
L
8" G
AT
E
VA
LV
E N
: 1
.0
E:
.0
ST
A.
6+
.9
IN
ST
AL
L
8" x6
" T
EE
N : 1
.1
E:
.8
ST
A.
6+
.9
IN
ST
AL
L
8" G
AT
E
VA
LV
E N
: 1
.2
E:
.7
M
AT
CH
L
IN
E
- S
TA
. 2 9+
N
FEET
0 50 100
BASIS OF STATIONING:
STA. 10+00.00
N: 1194178.92 E: 1545471.77
BENCHMARK:
CONTROL POINTS #100, #130, #131, #132,
#150, #151, #160, AND #161 (SEE SHEET 2)
AIR FORCE GLOBALSTRIKE
A e rial Im ages\G o ogleM ap6 37882930318849516.png
.\A e rial Im ages\G o ogleM ap6 37882929868252528.png
CYPRESS D
RIV
E
10T H
A V
E N
U E
N O
R T
H
LO
C
U S
T S
T R
E E
T
16+36 9+50
10+00
11+00
12+00
13+00
14+00
15+00
16+00
ELEV. ELEV.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50
S T
A . 1
6+
.1 8"
T E
E
S T
A . 1
0+
.0 C
O N
N E
C T
IO
N
S
E E
S H
E E
T
50'
5'
S T
A . 1
0+
.0 8"
G A
T E
V A
LV
E
S T
A . 1
0+
.3 8"
2.
5° B
E N
D
S T
A . 1
0+
.5 8"
5°
B E
N D
S T
A . 1
2+
.8 8"
0°
B E
N D
S T
A . 1
6+
.1 8"
G A
T E
V A
LV
E
G CEC
G
C
C
E
EXISTING GROUND
6.5' MIN.
BURY
C /L
T
H A
V E
N U
E N
O R
T H
C /L
L O
C U
S T
S T
R E
E T
N A
T G
A S
C O
M E
LE
C
C O
M S
A N
IT
A
R Y
N A
T G
A S
C O
M C
O M E
LE
C
S T
O R
M
SEEDING= 747 SY SEEDING= 558 SY
F
F
IB
E R
F
IB
E R
GRADE PIPE TO ELIMINATE
ANY LOCALIZED HIGH SPOTS
636.1 L.F. 8" PVC C-900 CL235
S T
A . 1
3+
S T
A R
T /S
T O
P J
B
S T
A . 1
3+
.2 S
T A
R T
/S T
O P
J
B
S T
A . 1
2+
.8
IN
S T
A
LL
B E
N D
N : 1
.2
E
: 1
.7
S T
A . 1
6+
.1
IN
S T
A
LL
T E
E N
: 1
.6
E : 1
.3
S T
A . 1
0+
.0 C
O N
N E
C T
IO
N
S
E E
S H
E E
T
N : 1
.8
E
: 1
.6
S T
A . 1
0+
.5
IN
S T
A
LL
B E
N D
N : 1
.3
E
: 1
.6
S T
A . 1
0+
.3
IN
S T
A
LL
.5
0° B
E N
D N
: 1
.5
E : 1
.0
S T
A . 1
0+
.0
IN
S T
A
LL
G A
T E
V A
LV
E
N : 1
.8
E
: 1
.7
STA. 10+00.0 TO STA. 16+36.1
INSTALL 636.1 L.F. 8" WATER MAIN S
T A
. 1 6+
.1
IN
S
T A
LL
G
A T
E V
A
LV
E N
: 1
.9
E : 1
.1
S T
A . 1
6+
.1 L
T
IN
S
T A
LL
L .F
. 8
P V
C , 8
C
O U
P
C O
N N
E C
T T
O E
X
IS
T
IN
G M
A
IN
S T
A . 1
6+
.1 R
T
IN
S
T A
LL
L .F
. 8
P V
C , 8
C
O U
P
C O
N N
E C
T T
O E
X
IS
T
IN
G M
A
IN
S T
A . 1
3+
S T
A R
T /S
T O
P J
A C
K A
N D
B O
R E
N : 1
.5
E
: 1
.1
S T
A . 1
3+
.2 S
T A
R T
/S T
O P
J A
C K
A N
D B
O R
E N
: 1
.4
E : 1
.3
N
FEET
0 50 100
BASIS OF STATIONING:
STA. 10+00.00
N: 1195255.82 E: 1546161.66
BENCHMARK:
CONTROL POINTS #100, #130, #131, #132,
#150, #151, #160, AND #161 (SEE SHEET 2)
1513399312C Snapshot
I
T
ELEV. ELEV.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50
S T
A . 1
8+
.0 8"
0°
B E
N D
S T
A . 1
9+
.0 8"
G A
T E
V A
LV
E
S T
A . 2
0+
.1 8" x6
T E
E
S T
A . 1
0+
.0 8"
G A
T E
V A
LV
E
S T
A . 1
7+
.9 8"
0°
B E
N D
S T
A . 1
9+
.0 8"
C R
O S
S
50'
5'
E
C
C
E
E
EC
E C
G
E
S T
A . 1
0+
.0 8"
T E
E
S T
A . 1
2+
.1 8"
T E
E
S T
A . 1
2+
.1 8"
G A
T E
V A
LV
E
S T
A . 1
2+
.1 8"
C O
U P
LI
N
G
S T
A . 1
9+
.0 8"
G A
T E
V A
LV
E
S T
A . 2
1+
.6 8"
0°
B E
N D
EXISTING GROUND
6.5' MIN.
BURY
E
LE
C
S T
O R
M S
T O
R M
S T
O R
M C O
M
C O
M
E
LE
C
E
LE
C E
LE
C
C O
M
E
LE
C
S T
O R
M
C O
M N
A T
G A
S
E
LE
C
SOD= 153 SY SEEDING= 342 SY
ASPHALT= 32.2 SY
CURB & GUTTER= 10 LF
SIDEWALK= 10 LF
ASPHALT= 457.7 SY
CURB & GUTTER= 20 LF
SOD= 43 SY
SIDEWALK= 10 LF
LANDSCAPE ROCK= 94 SY
SIDEWALK= 196 LF @ 7' WIDE
C /L
2N
D S
T R
E E
T N
O R
T H
C /L
C E
D A
R S
T
C /L
3R
D S
T R
E E
T N
O R
T H
SOD= 53 SY
REPAIR IRRIGATION
SYSTEM AS NEEDED
ASPHALT= 38.9 SY
SIDEWALK= 10 LF
CURB= 20 LF
S T
A . 1
1+
.2 R
E M
O V
E
R E
S E
T E
X
IS
T . F
E N
C E
S T
A . 1
1+
.4 R
E M
O V
E
R E
S E
T E
X
IS
T . F
E N
C E
F E
N C
EF
E
N C
E
ASPHALT= 22 SY
CURB & GUTTER= 20 LF
SIDEWALK= 10 LF
SOD= 28 SY
SIDEWALK= 10 LF
CURB & GUTTER= 10 LF
ASPHALT= 23.3 SY
CURB & GUTTER= 10 LF
SIDEWALK= 10 LF
SEEDING= 93 SY
S T
A . 1
4+
.1
G
A T
E V
A
LV
E
S T
A . 1
4+
.1 8" x1 2"
R E
D U
C E
R
S T
A . 2
2+
.6 8" x6
R E
D U
C E
R
S T
A . 2
2+
.6 6"
C O
U P
LI
N
G
5.0 L.F. 6" PVC C-90020.0 L.F. 12" PVC C-900 CL235
422.1 L.F. 8" PVC C-900 CL235
E
F
E
LE
C
F
IB
E R
GRADE PIPE TO ELIMINATE ANY
LOCALIZED HIGH SPOTS AND
18" SEPARATION AT SEWER
S T
A . 1
5+
.5 1"
S A
D D
LE
/C
O R
P S
T O
P
S A
N
IT
A R
Y
760.5 L.F. 8" PVC C-900 CL235
6.5' MIN.
BURY
S T
A . 1
4+
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T
E E
S T
A . 1
4+
.1
G
A T
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A
LV
E
S T
A . 1
4+
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R E
D U
C E
R
S T
A . 1
2+
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C O
U P
LI
N
G
S T
A . 1
2+
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G A
T E
V A
LV
E
S T
A . 1
2+
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A T
E R
M E
T E
R
S T
A . 1
7+
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IN
S T
A
LL
B E
N D
N : 1
.4
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: 1
.5
S T
A . 1
8+
.0
IN
S T
A
LL
B E
N D
N : 1
.4
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: 1
.8
S T
A . 2
0+
.1
IN
S T
A
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"x
6" T
E E
N : 1
.3
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: 1
.9
S T
A . 1
0+
.0
IN
S T
A
LL
G A
T E
V A
LV
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N : 1
.1
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: 1
.9
S T
A . 1
9+
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IN
S T
A
LL
G A
T E
V A
LV
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N : 1
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: 1
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S T
A . 1
0+
.0
IN
S T
A
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T E
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: 1
.6
E : 1
.4
S T
A . 1
0+
.0 R
T
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S
T A
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L .F
. 8
P V
C , 8
G
A T
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A
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L .F
. 8
P V
C , 8
"x 6"
R E
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L .F
.6
P V
C , 6
C
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P
C O
N N
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T T
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T
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G M
A
IN
S T
A . 1
0+
.0 L
T
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S
T A
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L .F
. 8
P V
C , 8
G
A T
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A
LV
E , 5
L .F
. 8
P V
C , 8
"x 6"
R E
D U
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R , 5
L .F
.6
P V
C , 6
C
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P
C O
N N
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T T
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X
IS
T
IN
G M
A
IN
S T
A . 1
2+
.1
IN
S T
A
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T E
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: 1
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S T
A . 1
2+
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T
IN
S
T A
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L .F
. 8
P V
C , 8
G
A T
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A
LV
E , 5
L .F
. 8
P V
C , 8
C
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P
C O
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T T
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IS
T
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G M
A
IN
S T
A . 1
2+
.1
IN
S T
A
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G A
T E
V A
LV
E
N : 1
.8
E
: 1
.5
S T
A . 1
2+
.1
IN
S T
A
LL
C O
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LI
N
G C
O N
N E
C T
T O
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IS
T
IN
G
N : 1
.1
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: 1
.9
S T
A . 1
4+
.1
IN
S T
A
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2"
T E
E N
: 1
.5
E : 1
.6
S T
A . 1
4+
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T
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S
T A
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L .F
. 1 2"
P V
C , 1
2" G
A T
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A
LV
E , 5
L .F
. 1 2"
P V
C , 1
2" C
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P
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T T
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T
IN
G M
A
IN
S T
A . 1
4+
.1
IN
S T
A
LL
2"
G A
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V A
LV
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N : 1
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: 1
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S T
A . 1
5+
.5
IN
S T
A
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S A
D D
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A
N D
C O
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T T
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X
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T
IN
G W
A T
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S E
R V
IC
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L T
(S
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D E
T A
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N : 1
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: 1
.0
S T
A . 1
9+
.0
IN
S T
A
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C R
O S
S N
: 1
.0
E : 1
.7
S T
A . 1
9+
.0
IN
S T
A
LL
G A
T E
V A
LV
E
N : 1
.7
E
: 1
.2
S T
A . 1
9+
.0 L
T
IN
S
T A
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L .F
. 8
P V
C , 8
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A T
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LV
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L .F
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P V
C , 8
C
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LI
N G
C O
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T T
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G M
A
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S T
A . 1
9+
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T
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T A
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A
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S T
A . 2
1+
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IN
S T
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B E
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N : 1
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: 1
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A . 2
0+
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T
R E
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A N
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W
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L .F
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A D
S T
A . 1
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IN
S T
A
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G A
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V A
LV
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N : 1
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: 1
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S T
A . 1
4+
.1
IN
S T
A
LL
2"
G A
T E
V A
LV
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N : 1
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E
: 1
.6
S T
A . 1
4+
.1
IN
S T
A
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"x
R E
D U
C E
R N
: 1
.6
E : 1
.6
S T
A . 1
4+
.1
IN
S T
A
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"x
R E
D U
C E
R N
: 1
.5
E : 1
.7
S T
A . 2
2+
.6
IN
S T
A
LL
"x
6" R
E D
U C
E R
N : 1
.2
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: 1
.4
S T
A . 2
2+
.6
IN
S T
A
LL
C O
U P
LI
N
G C
O N
N E
C T
T O
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IS
T
IN
G
M A
IN
N
: 1
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E : 1
.7
S T
A . 1
2+
.1
IN
S T
A
LL
C O
U P
LI
N
G C
O N
N E
C T
T O
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IS
T
IN
G
N : 1
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: 1
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S T
A . 1
2+
.1 E
X
IS
T
IN
G W
A T
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M E
T E
R
N : 1
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: 1
.7
N
FEET
0 50 100
1621567930A
FOC
C
E
FO FO
FO
NGNGNGNGNGNGNG WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA WA
W A
W A W A
W A
W A
W A
STM
ST
M
ST
M
ST
M
ST
M
ST
M
STM
E
E
E
NG NG NG NG NG
E
E E E E
E
E
ST
M
SA
N
SA
N
STM
E E
FO
FO
FO
M
ALM
STR
O M
IN
N
D Y
H
DY
H
D Y
H
DY
H9+8510+00
11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00
AV
EN
U E
B
4TH AVENUE NORTH
W 8"
AB
AN
D O
N
W 8"
AB
AN
D O
N
ED
W 1"
W 1"
W 1"
W
W
M
AT
C H
ELEV. ELEV.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
G
C
G F
C
ST
A.
2+
.7
"x
6" T
EE
ST
A.
3+
.6
1" S
AD
D
LE
/C
O R
P
ST
O P
ST
A.
5+
.4
"x
6" T
EE
ST
A.
0+
.0
" 1
1.
° B
EN
D
ST
A.
7+
.6
"x
6" T
EE
ST
A.
0+
.1
" 1
1.
° B
EN
D
ST
A.
0+
.0
" T
EE
ST
A.
0+
.9
"x
6" T
EE
ST
A.
+9
5.
" G
AT
E
VA
LV
E
ST
A.
0+
.0
"x
8" T
EE
ST
A.
2+
.6
" T
EE
ST
A.
7+
.6
1" S
AD
D
LE
/C
O R
P
ST
O P
ST
A.
7+
.9
1" S
AD
D
LE
/C
O R
P
ST
O P
721.0 L.F. 10" PVC C-900 CL235
G
G
6.5' MIN.
BURY
CURB & GUTTER= 20 LF
ASPHALT= 30 SY
SIDEWALK= 190 LF
SOD= 97 SY
ASPHALT= 24 SY
CURB & GUTTER= 20 LF
SIDEWALK= 327 LF
CURB & GUTTER= 150 LF
GRAVEL LANDSCALE= 75 SY
ASPHALT= 80 SY
CURB & GUTTER= 20 LF
ASPHALT= 29 SY
SOD= 30 SY
SIDEWALK= 229 LF
GRAVEL LANDSCAPE= 117 SY
C
/L
AV
EN
U
E B
+9
+0
+2
+5
+3
+5
+6
+8
SEEDING=
16 SY
N
AT
G
AS
C O
M
N
AT
G
AS
FI
BE
R
C O
M
ST
O
R M
ST
O
R M
N
AT
G
AS
N
AT
G
AS
S.W.= 40 LF
E
EL
EC
E
EL
EC
ST
A.
+8
5.
8" C
O U
PL
IN
G
ST
A.
+9
0.
8" x1
0" R
ED
U
C
ER
ST
A.
0+
.0
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" R
ED
U
C
ER
ST
A.
0+
.0
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AT
E
VA
LV
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ST
A.
0+
.0
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ST
A.
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ED
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C
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A.
2+
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AT
E
VA
LV
E
ST
A.
2+
.6
" G
AT
E
VA
LV
E
5.0 L.F. 8" PVC C-900 CL235
69.0 L.F. 10" PVC C-900 CL235
20.0 L.F. 12" PVC C-900 CL235
EXISTING GROUND
F F FEF
E
FI
BE
R
FI
BE
R
EL
EC
ST
O
R M
FI
BE
R
EL
EC
50'
5'
ST
A.
0+
.0
IN
ST
AL
L
8" x1
0" T
EE
N
: 1
.6
E:
.4
ST
A.
0+
.0
IN
ST
AL
L
" 1
1.
° B
EN
D N
: 1
.2
E:
.9
ST
A.
0+
.1
IN
ST
AL
L
" 1
1.
° B
EN
D N
: 1
.1
E:
.9
ST
A.
0+
.0
IN
ST
AL
L
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N
: 1
.1
E:
.2
ST
A.
2+
.7
IN
ST
AL
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N
: 1
.6
E:
.8
ST
A.
5+
.4
IN
ST
AL
L
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6" T
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N
: 1
.4
E:
.8
ST
A.
7+
.6
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ST
AL
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N
: 1
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E:
.7
ST
A.
3+
.6
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ST
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1" S
AD
D
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, C
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P
ST
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P, R
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T
1"
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R
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N
G S
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N
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N
: 1
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E:
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: 1
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E:
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A.
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L T.
C
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A N
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N
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1"
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G S
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N
: 1
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: 1
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AT
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R T.
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A N
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IT
H
L
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EA
D
ST
A.
0+
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R T.
IN
ST
AL
L
L.
F.
2" P
VC
, 1
2" G
AT
E
VA
LV
E, L .F
. 1 2"
P
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, 1 2"
C O
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C O
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T
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XI
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G
M
AI
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2+
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C O
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1"
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: 1
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N : 1
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C
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N : 1
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ST
A.
0+
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IN
ST
AL
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C
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N : 1
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.0
ST
A.
0+
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IN
ST
AL
L
" G
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VA
LV
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: 1
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E:
.6
ST
A.
0+
.0
IN
ST
AL
L
" G
AT
E
VA
LV
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: 1
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E:
.7
ST
A.
0+
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IN
ST
AL
L
"x
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U
C
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N : 1
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E:
.3
ST
A.
2+
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IN
ST
AL
L
" G
AT
E
VA
LV
E N
: 1
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E:
.6
ST
A.
2+
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IN
ST
AL
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VA
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: 1
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E:
.6
STA. 9+85.0 TO STA. 9+90.0
INSTALL 5.0 L.F. 8" PVC WATER MAIN
STA. 9+90.0 TO STA. 10+59.0
INSTALL 69.0 L.F. 10" PVC WATER MAIN
STA. 10+59.0 TO STA. 10+79.0
INSTALL 20.0 L.F. 12" PVC WATER MAIN
STA. 10+79.0 TO STA. 18+00.0
INSTALL 721.0 L.F. 10" PVC WATER MAIN
N
FEET
0 50 100
BASIS OF STATIONING:
STA. 10+00.00
N: 1193373.61 E: 1549171.49
BENCHMARK:
CONTROL POINTS #100, #130, #131, #132,
#150, #151, #160, AND #161 (SEE SHEET 2)
AIR FORCE GLOBALSTRIKE
CCCC N
G
NGNGNG
WA WA WA WA WA WA WA WA WA
SAN
E
W A
E
E
E
E
E
E
ST
M
ST
M
ST
M
ST
M
E
E E
E E
E E
N G
NG NG NG NG NG NG
N G
N G
WA WA WA
W A
W
AW
A W
A
25+50
18+00 19+00 20+00 21+00
22+00 23+00 24+00
25+00
N
D S
TR
EE
T N
O R
TH
R
D S
TR
EE
T N
O R
TH
W
AB
AN
D O
N
W 8"
M
AT
C H
STA. 18+00.0 TO STA. 20+78.6
INSTALL 278.6 L.F. 10" PVC WATER MAIN
STA. 20+78.6 TO STA. 20+98.6
INSTALL 20.0 L.F. 12" PVC WATER MAIN
STA. 20+98.6 TO STA. 25+28.0
INSTALL 429.4 L.F. 10" PVC WATER MAIN
ELEV. ELEV.
18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50
E
50'
5'
E
E
ASPHALT= 27 SY
CURB & GUTTER= 20 LF
ASPHALT= 31 SY
CURB & GUTTER= 20 LF
SOD= 14 SY
CURB & GUTTER= 10 LF
ASPHALT= 32 SY
CURB & GUTTER= 10 LF
GRAVEL LANDSCAPE= 12 SY
E
E
G G
SOD= 6 SY
SIDEWALK= 44 LF
GRAVEL LANDSCAPE= 23 SY
ST
A.
0+
.6
" T
EE
ST
A.
0+
.6
" G
AT
E
VA
LV
E
ST
A.
0+
.6
" G
AT
E
VA
LV
E
ST
A.
0+
.6
"x
" R
ED
U
C
ER
ST
A.
0+
.6
"x
" R
ED
U
C
ER
ST
A.
3+
.0
" G
AT
E
VA
LV
E
ST
A.
3+
.0
" T
EE
ST
A.
3+
.0
" G
AT
E
VA
LV
E
ST
A.
4+
.0
" 4
5° B
EN
D
ST
A.
4+
.7
" 4
5° B
EN
D
ST
A.
5+
.0
" G
AT
E
VA
LV
E
ST
A.
5+
.0
"x
8" T
EE
ST
A.
5+
.0
" G
AT
E
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E
ST
A.
5+
.0
" C
O U
PL
IN
G
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N
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ST
O
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ST
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EL
EC
EL
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SIDEWALK= 130 LF
SEEDING= 303 SY ASPHALT= 443 SY
278.6 L.F. 10" PVC C-900 CL235
20.0 L.F. 12" PVC C-900 CL235
429.4 L.F. 10" PVC C-900 CL235
+4
+6
+3
+6
+7
+7
+8
+2
6.5' MIN.
BURY
EXISTING GROUND
G
N
AT
G
AS
ST
A.
0+
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IN
ST
AL
L
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: 1
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.9
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2" P
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, 1
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LV
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. 1 2"
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, 1 2"
C O
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ST
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ST
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5° B
EN
D
N : 1
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E:
.3
ST
A.
4+
.7
IN
ST
AL
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" 4
5° B
EN
D
N : 1
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E:
.5
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A.
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: 1
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A.
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L.
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AT
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ED
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ER
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. P
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AL
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, 8 " G
AT
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LV
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. 8 " P
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, 8
" C O
U P.
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IN
G
M
AI
N
INSTALL 278.6 L.F. 10" PVC WATER MAIN INSTALL 20.0 L.F. 12" PVC WATER MAIN INSTALL 429.4 L.F. 10" PVC WATER MAIN
N
FEET
0 50 100
BASIS OF STATIONING:
STA. 10+00.00
N: 1193373.61 E: 1549171.49
BENCHMARK:
CONTROL POINTS #100, #130, #131, #132,
#150, #151, #160, AND #161 (SEE SHEET 2)
AIR FORCE GLOBALSTRIKE
NOT TO SCALE
WATER/SEWER PIPE SEPARATION
GATE VALVE DETAIL
NOT TO SCALE
CURB BOX CONCRETE COLLAR
NOT TO SCALE
NOT TO SCALE
CONNECT TO EXISTING WATER SERVICE DETAIL
SERVICE CLAMP
M
IN
. 9 " R
AD
IU
S
30°
COMPACTED BACKFILL
(SEE SPECIFICATIONS)
SEWER MAIN
10' MIN. PARALLEL
SEPARATION
NEW PIPE
EXISTING PIPE
18" MIN.18" MIN.
NEW PIPE
EXISTING PIPE
CROSSINGS
PARALLEL ARRANGEMENT
NOTE:
1. SERVICE SIZE VARIES.
NOTES:
1. FURNISH PUSH-ON X PUSH-ON GATE VALVE.
2. ADJUST WATER VALVES UPWARD OR DOWNWARD AS
REQUIRED TO BE RECESSED 14" TO 12" BELOW
SURROUNDING SURFACE.
3. FINAL ADJUSTMENT SHALL BE MADE BEFORE PAVING.
4. NO PAYMENT SHALL BE MADE FOR ADJUSTMENT OF
NEW VALVES TO FINAL GRADE.
5. POLYWRAP (DOUBLE WRAP) VALVES AND BOXES.
6. INSTALL THE VALVE BOX BASE ON THE BEDDING SO
IT DOES NOT CONTACT THE VALVE.
ADJUSTABLE SCREW TYPE VALVE BOX
WITH LID, WORD "WATER" ON LID
GATE VALVE (PUSHxPUSH)
MUELLER A-2361 OR EQUAL
12"x12"x2"
CONC. BLOCK
CURB STOP
MUELLER H15154 OR EQUAL
SERVICE TRENCH BOTTOM
WATER MAIN
NOTES:
1. INSTALL M-4500 CONCRETE WITH 28 DAY 4500 PSI
BREAK STRENGTH (SPEC. SECTION 03310).
2. ROUGH BROOM FINISH THE TOP OF SURFACE.
3. PLACE SOD EVEN WITH THE TOP OF THE COLLAR.
COMPACTED
BACKFILL
6'' DIA., #3 REBAR HOOP
CENTERED IN SLAB
CURB BOX
SOD
12'' DIA. CIRCLE
4'' THICK CONCRETE COLLAR
CURB BOX
CONCRETE COLLAR
(SEE DETAIL)
CURB BOX
MUELLER H-10302
W/ STATIONARY
ROD OR EQUAL
INSTALL PLUMB
3' MIN.
6.5' MIN.
COVER
TYPE K COPPER SERVICE PIPE
MATCH EXISTING SIZE
EXISTING SERVICE SIZE VARIES
CONNECT TO NEW CURB STOP
WITH FITTINGS AS-NEEDED
CORPORATION STOP
MUELLER OR EQUAL
M
IN
. 9 " R
AD
IU
S
AIR FORCE GLOBALSTRIKE
DUCTILE IRON FITTING THRUST BLOCK DETAIL
NOT TO SCALE
VERTICAL THRUST BLOCK DETAIL
TEE BEND
THRUST BLOCK DIMENSIONS
TEES & PLUGS 90° BEND 45° BEND & WYES
4" 6"
A B A B A B A B
1'-7" 1'-2" 2'-0" 1'-11"
1'-9" 1'-6" 2'-5" 2'-2"
1'-8" 0'-10" 1'-10" 1'-7"
1'-7" 0'-6" 1'-9" 0'-10"
8" 2'-8" 2'-6" 3'-2" 3'-0" 2'-5" 2'-1" 1'-9" 1'-6"
NOTES:
1. THIS TABLE IS BASED ON 150 PSI MAIN PRESSURE 2000 PSF SOIL BEARING PRESSURE.
2. WRAP ALL FITTINGS WITH POLYETHYLENE PRIOR TO THRUST BLOCK PLACEMENT.
3. THRUST BLOCKING NOT REQUIRED ON PUSH ON x PUSH ON VALVE.
4. THRUST BLOCKING AND ANCHORS ARE REQUIRED ON CONNECTION TO EXISTING MAIN
VALVES.
5. MAXIMUM WORKING PRESSURE ON THIS PROJECT = 100 PSI
6. FURNISH EPOXY COATED REBAR ROD OR COAT RODS WITH "KOPPERS" BUTAMASTIC NO.
50 COATING OR EQUAL.
B
FITTING
SIZES
REDUCERS & 22
1/2° BEND
A
B/3 MIN.
36" 30"
EMBEDMENT
#8 #6
ROD SIZE
14" - 16"
12" AND LESS
FITTING SIZE
18" - 20" #10 36" 24" #11 42"
VERTICAL BEND REBAR
A B A B A B A B
TEES & PLUGS 90° BEND 45° BEND & WYES REDUCERS &
2° BENDFITTING
SIZES
4"
6"
8"
10"
12"
14"
1'-7" 1'-2"
2'-0" 1'-11"
2'-8" 2'-6"
3'-4" 3'-3"
4'-0" 3'-10"
5'-5" 3'-10"
1'-9"
2'-5"
3'-2"
4'-0"
4'-8"
6'-6"
4'-8"
4'-11"
3'-10"
3'-0"
2'-2"
1'-6" 1'-7"
1'-9"
1'-9"
2'-2"
2'-7"
3'-5"3'-5"
1'-8" 0'-10"
1'-10" 1'-7"
2'-5"
3'-0"
3'-8"
4'-9"
3'-3"
2'-9"
2'-1"
0'-6"
0'-10"
1'-6"
1'-11"
2'-3"
2'-5"
B
A B
MIN.
SPECIFICATIONS DWG. NO. 02660-1
THRUST BLOCKS PER MT PUBLIC WORKS
6"CONCRETE
ANCHOR
UNDISTURBED EARTH REBAR ANCHOR ROD
UPWARD THRUST
VERTICAL BEND
DOWNWARD THRUST
VERTICAL BEND (SEE
NOTE 1)
TYPE 1 PIPE
BEDDINGSEE CHART ABOVE FOR
DIMENSIONS OF
CONCRETE BLOCK
EPOXY COAT RODS
SAME AS SPECIFIED
AT VALVES
REBAR ANCHOR RODS AT FITTING
AND EMBEDMENT IN CONCRETE (SEE
TABLE FOR SIZES)
2'x2'x2' THRUST BLOCK
4500 PSI CONC.
WEEP HOLES
TO REMAIN
UNOBSTRUCTED
CONC. THRUST
BLOCK
MIN. 7 CU. FT. SCREENED
OR WASHED ROCK FILL
VARIES
COMPACTED
BACKFILL
FINISHED GRADE/BURY LINE
ADJUSTABLE SCREW TYPE VALVE
BOX WITH LID. ADJUST FINAL TOP
OF VALVE BOX TO BE 0.1 FT.
BELOW SURROUNDING GRADE.
WATER MAIN
SEE PLANS FOR SIZE
CONC. THRUST BLOCK
6" GATE VALVE WITH
BOX AND COVER
6" THICK CONCRETE BASE
PLACED UPON MIN. 2.5 SQ.
FT. UNDISTURBED EARTH
PUSH-ON
JOINT
CURB BOX
CONCRETE COLLAR
(SEE DETAIL)
TEE ON MAIN
(SEPARATE PAY ITEM)
NOT TO SCALE
FIRE HYDRANT DETAIL
NOTES:
1. FURNISH MUELLER SUPER CENTURION 250 A423.
2. TEE ON MAIN SHALL BE INLINE PUSH-ON X PUSH-ON X PUSH-ON. (FURNISH STAINLESS STEEL BOLTS)
3. HYDRANT THRUST BLOCKING SHALL HAVE A MINIMUM BEARING AREA OF 2 SQ. FT..
4. POLYWRAP HYDRANT BARREL AND ALL UNDERGROUND HYDRANT FITTINGS, INCLUDING VALVES, VALVE BOXES, AND PIPING THAT IS NOT PVC MATERIAL. DO NOT OBSTRUCT WEEP HOLES.
5. FIRE HYDRANT ASSEMBLAGE ITEM INCLUDES EVERYTHING SHOWN ON THIS DETAIL EXCEPT AS NOTED.
6" HYDRANT LEAD
(CL235 C-900 PVC)
(SEPARATE PAY ITEM)
2'x2'x2' CONCRETE THRUST
BLOCK WITH 3/4" ANCHORS
AIR FORCE GLOBALSTRIKE
TYPICAL UTILITY TRENCH
CONCRETE CURB AND GUTTER SECTION
NOT TO SCALE
REMOVE AND REPLACE SIDEWALK
NOT TO SCALE
REMOVE AND REPLACE ASPHALT ROADWAY
NOT TO SCALE
* SEE O.S.H.A. SAFETY AND HEALTH REGULATIONS FOR
CONSTRUCTION SECTION 1926.651 AND 1926.652.
TYPE 1 BEDDING MATERIAL
PLACED IN 4" MAX. LAYERS AND
THOROUGHLY COMPACTED
VERTICAL TRENCH
WALLS WITH SHORING
TO CONFORM TO O.S.H.A.
REGULATIONS*
INSTALL DETECTABLE WARNING TAPE 18" BELOW
FINAL SURFACE IN TYPE A BACKFILL AREAS
NOTES:
1. PLACE SOIL BACKFILL IN 8-INCH (MAX.) LIFTS WITHIN 3% OF OPTIMUM MOISTURE AND
COMPACT TO 95% MAX. DRY DENSITY PER AASHTO T99.
2. INSTALL FLOWABLE FILL PER SPEC. SECTION 02225.
3. INSTALL PIPE A MINIMUM OF 6.5 FEET BELOW THE FINISHED GRADE.
4. ALL TRENCH EXCAVATION, FLOWABLE FILL AND BACKFILL OUTSIDE OF THE MAXIMUM
PAY WIDTH WILL BE COMPLETED AT NO ADDITIONAL COST TO THE GOVERNMENT.
5. USE FLOWABLE FILL IN ALL AREAS WITH CONCRETE OR ASPHALT SURFACING.
6. MARK PVC PIPE WITH #10 STRANDED THHN INSULATED TRACER WIRE FOR ENTIRE
LENGTH, FIX TO PIPE AT 2 OR 10 O'CLOCK AT 5' SPACING WITH DUCT TAPE.
FINAL SUBGRADE
4" PLANT MIX ASPHALT SURFACING
(2 LIFTS)
ROAD SURFACING
FLOWABLE FILL TRENCH FLOWABLE FILL
FIRST ASPHALT CUT
DOES NOT NEED TO BE SAWCUT
(TYP.)
NOTES:
1. MIN. ASPHALT LIFT THICKNESS = 1.5 INCHES.
2. STRAIGHT GRADE THE FINAL ASPHALT SURFACE BETWEEN EXISTING SURFACES ON EACH SIDE OF THE TRENCH.
3. ASPHALT AREAS ON PLANS WERE CALCULATED USING 10 FOOT MAX PAY WIDTH AND AUTOCAD AREA
MEASUREMENTS. AREAS REMOVED OR DAMAGED OUTSIDE THE MAX. PAY WIDTH OR PLAN DRAWN AREAS
SHALL BE RESURFACED AT NO ADDITIONAL COST TO THE GOVERNMENT.
4. A MINIMUM OF 2 ASPHALT CUTS IS REQUIRED.
5. TACK OIL VERTICAL FACES PRIOR TO PAVEMENT PLACEMENT.
6. ASPHALT CUTTING, REMOVAL, HAUL AND OFF-BASE DISPOSAL ARE INCLUDED IN THE ITEM.
7. EXISTING GRAVEL AND SOIL REMOVAL, HAUL AND OFF-BASE DISPOSAL ARE INCLUDED IN THE ITEM.
8. IF ASPHALT SURFACING IS NOT GOING TO BE PLACED PRIOR TO OPENING THE ROADWAY, THE FLOWABLE FILL
WILL BE EXTENDED UP TO THE TOP OF THE ASPHALT AND REMOVED TO THE ASPHALT DEPTH PRIOR TO
ASPHALT PLACEMENT. THE COST WILL BE INCIDENTAL TO THE ASPHALT ITEM.
9. THE ASPHALT CUT WIDTH AND LOCATION IS TO MATCH THE CURB CUT WIDTH AND LOCATION.
SECOND ASPHALT CUT
SAWCUT OR EQUAL
(REQUIRED AFTER TRENCH
EXCAVATION AND PRIOR TO PAVING)
EXISTING
GRAVEL
EXISTING
ASPHALT
6" 1.5" MINUS CRUSHED BASE COURSE
OR WASHED ROCK
(COMPACT CRUSHED BASE COURSE TO
95% MAX. DRY DENSITY PER AASHTO T99)
FLOWABLE FILL
6' MAX PAY WIDTH
NOTES:
1. CONCRETE SIDEWALK SHALL EXTEND INTO PROPERTY FROM BACK OF CURB TO MATCH EXISTING
ADJACENT SIDEWALK. (TYPICALLY 5')
2. INSTALL CLASS M-4000 CONCRETE WITH 28 DAY 4000 PSI BREAK STRENGTH (SPEC. SECTION 03310)
3. SAWCUT ENDS OF EXISTING SIDEWALK PRIOR TO REMOVAL. REMOVE EXISTING SIDEWALK PER
SPEC. SECTION 02112 AT NEAREST JOINT.
4. FURNISH 38" PREFORMED EXPANSION JOINT MATERIAL MEETING AASHTO M213 AT EACH END OF NEW
SIDEWALK.
5. MATCH CROSS SLOPE OF ADJACENT SIDEWALK.
6. FINISH CONCRETE TO MATCH FINISH OF ADJACENT SIDEWALK AND EDGE 14" INCH RADIUS.
7. EXTEND CONTRACTION JOINTS INTO CONCRETE 1'' DEEP AND 13 - INCH WIDE ON 5 FOOT INTERVALS.
8. CURE CONCRETE PER SPEC. SECTION 03310.
9. CRUSHED BASE COURSE AND BACKFILL AGAINST THE SIDEWALK IS INCLUDED IN THIS ITEM
CONTRACTOR SHALL BACKFILL,
COMPACT, AND INSTALL
DRIVEWAY OR SIDEWALK
BEHIND THE CURB
SLOPE 12" PER FOOT
FINISH ASPHALT SURFACE
14" ABOVE EDGE OF
CONCRETE (TYP.)
6" MIN. - 1.5"
CRUSHED BASE COURSE
NOTES:
1. SURVEY AND OFFSET REFERENCE THE EXISTING CURB GRADE PRIOR TO REMOVAL.
INSTALL NEW CURB TO MATCH EXISTING CURB CROSS-SECTION AND GRADES.
2. INSTALL M-4000 AGGREGATE CONCRETE WITH A 28 DAY 4000 PSI BREAK STRENGTH
3. SAWCUT EXISTING CURB AT EACH END PRIOR TO REMOVAL. REMOVE CONCRETE
PER SPEC SECTION 02112.
4. FURNISH 38" PREFORMED EXPANSION JOINT MATERIAL MEETING AASHTO M213 AT
EACH END OF NEW CURB.
5. CURE CONCRETE PER SPEC. SECTION 03310.
6. IF CURB REPLACEMENT IS LONGER THAN 12 FEET, SAWCUT CONTRACTION JOINTS
INTO CURB AFTER CURE TO 2-INCH DEPTH AT THE MID-POINT OF THE CURB
REPLACEMENT.
7. CRUSHED BASE COURSE IS INCLUDED IN THE ITEM.
8. FINISH CONCRETE TO MATCH THE SURFACE OF ADJACENT CONCRETE.
WATER MAIN PIPE W/
TRACER WIRE ATTACHED
LAYDOWN CURB
(MATCH EXISTING LAYDOWN CROSS-SECTION)
TYPE A
TRENCH BACKFILL
OR
FLOWABLE FILL
MATCH EXISTING CURB CROSS SECTION
9''FLOWABLE FILL
4''
4''
72'' MAX.
FLOWABLE FILL/TYPE A BACKFILL
PAY WIDTH
1'
12''
10' MAX. PAY WIDTH
10' MAX. PAY WIDTH
UNLESS NOTED OTHERWISE
4''MIN. 42'' TRENCH WIDTH
4''
TYPE II PIPE BEDDING
1' MIN. (TYP.)
2"-4"
WARNING TAPE
IN FLOWABLE
FILL AREA
AIR FORCE GLOBALSTRIKE
REMOVE AND REPLACE SOD
NOTES:
1. MAXIMUM RESTORATION WIDTH FOR SOD USED FOR AREA CALCULATIONS IS 10'. AREAS
DISTURBED OUTSIDE THAT WIDTH BY CONSTRUCTION ACTIVITIES SHALL BE RESTORED
WITH SOD TO ORIGINAL CONDITION OR BETTER AT NO COST TO THE GOVERNMENT. NO
FIELD MEASUREMENT WILL BE MADE FOR THE ITEM.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL RESTORATION AREAS
THROUGHOUT THE WARRANTY PERIOD.
COMPACT BACKFILL TO
95% MAX. DRY DENSITY
PER AASHTO T-99
INSTALL NEW SOD
10' MAX PAY WIDTH
NEW TRENCH
GRAVEL LANDSCAPING
NOT TO SCALE
GRAVEL FLUSH WITH ADJACENT
STRUCTURES/SIDEWALK
4" MIN. WASHED GRAVEL TO
MATCH EXISTING GRAVEL
4"
5 OZ. MIN. WEIGHT NON-WOVEN
LANDSCAPE FABRIC (POLYPROPYLENE)
AIR FORCE GLOBALSTRIKE
COMM
AND
1621567930A Snapshot
1621567930A
| Binder2.pdf |
| SC-TS01-MAFBM12_TITLE SHEET.pdf |
| MAFBM12-IFB-PHASE (updated).pdf |
| SC-WA03-MAFBM12-CEDAR_6.pdf |
| MAFBM12-IFB-PHASE II_13.pdf |
SC-WA02-MAFBM12-CYPRESS_5.pdf
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