Concho_Raw_WL_Phase_2_Plan_Set_072219.pdf
PDF 13 MB Posted
- Attached to
- Raw Waterline Replacement Phase 2 Federal contract opportunity
- Solicitation number
- 246-19-Q-0081
About this file
Concho RAW WL Phase 2 Plan Set
View the file
Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Plan_Holders_List_.pdf | ||
| SOW_MOD_03_.pdf | ||
| RFQ_246-19-Q-0081_MOD_02_CONCHO_RAW_WATERLINE__.pdf | ||
| Concho_Raw_WL_Phase_2_Specs_072919.pdf | ||
| Important_Information_Related_to_this_Acquisition_.docx | DOCX document | |
| RFQ_246-19-Q-0081_SF_18_FORM__.doc | DOC document | |
| Wage_Rates_OK20190029_07_26_2019_.pdf | ||
| Concho_Raw_WL_Phase_2_Quote_Sheet_072219.docx | DOCX document | |
| Concho_Raw_WL_Phase_2_SOW_072219.docx | DOCX document |
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Text version
DARLINGTON RD
N R ef or m at or y
R d
WHITE RABBIT
BLACK KETTLE ROAD
PROPOSED 8" WATER LINE
ROAD
PROPOSED 8" WATER
LINE TO WATER PLANT
PHASE II TO SERVE
CONCHO, CANADIAN CO., OKLAHOMA
8" RAW WATERLINE REPLACEMENT
INDEX OF SHEETS
1. COVER SHEET
T N
CHEYENNE/ARAPAHO TRIBES
R 7 W
2-6. WATERLINE PLAN & PROFILE
R 7 W
T N
7. WATER PLANT PLAN & PROFILE
CANADIAN COUNTY, OKLAHOMA
ENGI NEERS
CIVILF O X E N G I N E E R I NG
Fox Engineering, Inc.
211 E Street N.W., PO Box 666 Ardmore, Oklahoma 73401 Phone: 580.223.2319 Fax: 580.223.2492 E-mail: foxengineering@sbcglobal.net
SCALE 1"=1000
FOX ENGINEERING, INC.
CERTIFICATE OF AUTHORITY EXPIRES 6-30-2020
CERTIFICATE OF AUTHORITY NO. 5133
CIVIL ENGINEERS
RECOMMENDED FOR APPROVAL:
8. DETAILS
17 JUNE 2019
AutoCAD SHX Text Darlington Rd
AutoCAD SHX Text R8W T13N S24
AutoCAD SHX Text R7W T13N S19
AutoCAD SHX Text R7W T13N S20
AutoCAD SHX Text R7W T13N S21
AutoCAD SHX Text W Okc 122nd St
AutoCAD SHX Text E0975
AutoCAD SHX Text
AutoCAD SHX Text R8W T13N S13
AutoCAD SHX Text R7W T13N S16
AutoCAD SHX Text R7W T13N S17
AutoCAD SHX Text R7W T13N S18
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text R8W T13N S12
AutoCAD SHX Text R7W T13N S7
AutoCAD SHX Text R7W T13N S9
AutoCAD SHX Text R7W T13N S8
AutoCAD SHX Text
AutoCAD SHX Text
EXISTING 8" WATERLINE
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text O
AutoCAD SHX Text H
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text K
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text T
AutoCAD SHX Text S
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text E
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text I
AutoCAD SHX Text S
AutoCAD SHX Text S
AutoCAD SHX Text E
AutoCAD SHX Text F
AutoCAD SHX Text O
AutoCAD SHX Text R
AutoCAD SHX Text P
AutoCAD SHX Text O
AutoCAD SHX Text N
AutoCAD SHX Text A
AutoCAD SHX Text L
AutoCAD SHX Text R
AutoCAD SHX Text E
AutoCAD SHX Text E
AutoCAD SHX Text N
AutoCAD SHX Text I
AutoCAD SHX Text G
AutoCAD SHX Text N
AutoCAD SHX Text E
AutoCAD SHX Text 12297
AutoCAD SHX Text
J. STEVEN
AutoCAD SHX Text
FOX
53 co tt s rni
.98 w el l
W V
W A
TE
R
W
EL
L W A
TE
R
W
EL
L
W A
TE
R
W
EL
L
W A
TE
R
W
EL
L
PP TU
G
.0
EX 6" TRANSITE WL
EXISTING 8" PVC WL
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
N2810 RD
PPPPPP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
35 1335
EXIST.BLDG
EXIST.
BLDG
GR
A
VE
L
DR
IV
E
ABANDONED
SW
SW
SW
SECTION 18
T13N R7W
SECTION 19
T13N R7W
SECTION 19
T13N R7WNW NW NW
SW
NW NW
WEST LINE SECTION 19
N2810 RD
OHP
OHP
OHP
OHP
OHP
OHP
AB
AN
D O
N
ED
BL
D
G
AB
AN
D O
N
ED
BL
D
G
EX 6" TRANSITE WL
ABANDONED 6" WLABANDONED 8" WL
AB
AN
D
O N
ED
W
EL
L
W V
.0
.0
.0
PP
STA 65+53
EXISTING 8" GATE VALVE
STA 65+64
CONNECT TO EXISTING
8" WATERLINE WITH PIPE
DRESSER COUPLING
REFORMATORY RD REFORMATORY RD REFORMATORY RD
PROP. 8" PVC WL
EX 6" CLASS 200 PVC WL EX 6" CLASS 200 PVC WL
STA 65+64
EXISTING
CUT AND CAP
BEGINNING POINT
CUT AND CAP
EX. WATERLINE
(ABANDON IN PLACE)
FV
51+00
52+00
53+00
54+00
55+00
56+00
57+00
58+00
59+00
60+00
61+00
62+00
63+00
64+00
65+00
SCALES:
1" = 60' HOR
1" = 6' VER
50+00 51+00 52+00 53+00 54+00 55+00 56+00 57+00 58+00 59+00 60+00 61+00 62+00 63+00 64+00 65+00 66+00 67+00 68+00
CERTIFICATE OF AUTHORIZATION NO. 5133
CERTIFICATE OF AUTHORIZATION EXPIRES 6-30-2020(c) Copyright 2019 Fox Engineering, Inc.
ARDMORE -OKLAHOMA
ENGINEERS
CIVIL
Fox Engineering, Inc.
211 E Street N.W., PO Box 666 Ardmore, Oklahoma 73401 Phone: 580.223.2319 Fax: 580.223.2492 E-mail: foxengineering@sbcglobal.net
F O X E N G I N E E R I NG
CHEYENNE & ARAPAHO TRIBES
II
CONCHO, CANADIAN CO, OKLAHOMA
PLAN AND PROFILE
ISSUE DATE:
Revision Date/Description
SHEET NO:
PROJ. NO:
8" RAW WATER LINE EXTENSION
18-025 2
PROJ. PHASE:
Rev #
NATURAL GROUND
EXISTING 8" PVC WATERLINE
36" MIN
PROPOSED 8" PVC WATERLINE
NATURAL GROUND
+5
6" G
AT
E
VA
LV
E
STA. 65+53
CONNECT TO EXISTING
8" WATERLINE
SEE DETAIL SHEET 7
50+00
+4
8" x6
" R
ED
U C
ER
06/17/2019
66+00
67+00
68+00
BEGINNING POINT
STA. 65+80
PROPOSED FLUSHING VALVE ASSEMBLY
+8
PR
O
P.
F
LU
SH
V
AL
VE
A
SS
EM
BL
Y
PP
PP
PP
PP
15.0
.0'
15.0'
30.0'
.0'
OHP
OHP
OHP
N2810 RD
SECTION 19T13N R7W
SECTION 19T13N R7W
NW SW NW
SW SW NW
SE
CT
IO
N
T1
3N R
7W
SE
SW
N W
RAILROAD
RAILROAD
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
PP
PP
PP
PP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
OHP
ABANDONED
BLDG 152
ABANDONED
WELL
8" W
ATERLINE W
ITH PIPE
REFORMATORY RD
PROP. 8" PVC W
L
PROP. 8" PVC W
L
PROP. 8" PVC WL
PROP. 8
" P
VC W
L
PROP. 8
" P
VC W
L
EX 6" CLASS 200 PVC W
L
EX 6" CLASS 200 PVC W
L
EX 6" CLASS 200 PVC W
L
EX 6" CLASS 200 PVC WL
EX 6"
CLA
SS 2
00 PVC W
L
EX 6"
CLA
SS 2
00 PVC W
L
CUT AND CAP
EX. W
ATERLINE
(A
BANDON IN
PLA
CE)
(A
BANDON IN
PLA
CE)
(ABANDON IN PLACE)
(ABANDON IN PLACE)
68+00
69+00
70+00
71+00 72+00 73+00 74+00 75+00 76+00 77+00
82+00
83+00
84+00
85+00
86+00
87+00
88+00
89+00
SCALES:
1" = 60' HOR
1" = 6' VER
67+00 68+00 69+00 70+00 71+00 72+00 73+00 74+00 75+00 76+00 77+00 78+00 79+00 80+00 81+00 82+00 83+00 84+00 85+00
CERTIFICATE OF AUTHORIZATION NO. 5133
CERTIFICATE OF AUTHORIZATION EXPIRES 6-30-2020(c) Copyright 2019 Fox Engineering, Inc.
ARDMORE -OKLAHOMA
ENGINEERS
CIVIL
Fox Engineering, Inc.
211 E Street N.W., PO Box 666 Ardmore, Oklahoma 73401 Phone: 580.223.2319 Fax: 580.223.2492 E-mail: foxengineering@sbcglobal.net
F O X E N G I N E E R I NG
CHEYENNE & ARAPAHO TRIBES
II
CONCHO, CANADIAN CO, OKLAHOMA
PLANE AND PROFLE
ISSUE DATE:
Revision Date/Description
SHEET NO:
PROJ. NO:
8" RAW WATERLINE EXTENSION
18-025 3
PROJ. PHASE:
06/17/2019
Rev #
NATURAL GROUND
PROPOSED 8" PVC WATERLINE
36" MIN
PROPOSED 8" PVC WATERLINE
NATURAL GROUND
78+00
79+00
81+00
80+00
STA. 72+47
22.5° BEND
STA. 79+50
45° BEND & 22.5°
BEND
+5
° B
EN
D
+4
.5
° B
EN
D
STA. 75+00
8"X8"X6" TEE
6" GV w/ 15' OF
6" PIPE & 6" CAP
+0
8" X8
"X 6"
T
EE
, 6 " G
V, 5' O
F 6"
P
IP
E, " C
AP
15.0'
30.0'1334 1334
1332 1333
SECTION 19
T13N R7WSE SW
NW
SECTION 19
T13N R7WSW
SE NW
SECTION 19
T13N R7WSE SE NW
PP
PP
PP
PP
PP
PP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
PROP. 8" PVC WL PROP. 8" PVC WL PROP. 8" PVC WL PROP. 8" PVC WL
EX 6" CLASS 200 PVC WL EX 6" CLASS 200 PVC WL EX 6" CLASS 200 PVC WL EX 6" CLASS 200 PVC WL(ABANDON IN PLACE)(ABANDON IN PLACE)(ABANDON IN PLACE)(ABANDON IN PLACE)
85+00
86+00
87+00
88+00
89+00
90+00
91+00
92+00
93+00
94+00
95+00
96+00
97+00
98+00
99+00
100+00
101+00
102+00
SCALES:
1" = 60' HOR
1" = 6' VER
84+00 85+00 86+00 87+00 88+00 89+00 90+00 91+00 92+00 93+00 94+00 95+00 96+00 97+00 98+00 99+00 100+00 101+00 102+00
CERTIFICATE OF AUTHORIZATION NO. 5133
CERTIFICATE OF AUTHORIZATION EXPIRES 6-30-2020(c) Copyright 2019 Fox Engineering, Inc.
ARDMORE -OKLAHOMA
ENGINEERS
CIVIL
Fox Engineering, Inc.
211 E Street N.W., PO Box 666 Ardmore, Oklahoma 73401 Phone: 580.223.2319 Fax: 580.223.2492 E-mail: foxengineering@sbcglobal.net
F O X E N G I N E E R I NG
CHEYENNE & ARAPAHO TRIBES
II
CONCHO, CANADIAN CO, OKLAHOMA
PLAN AND PROFILE
ISSUE DATE:
Revision Date/Description
SHEET NO:
PROJ. NO:
8" RAW WATERLINE EXTENSION
18-025 4
PROJ. PHASE:
06/17/2019
Rev #
NATURAL GROUND
PROPOSED 8" PVC WATERLINE
36" MIN
PROPOSED 8" PVC WATERLINE
NATURAL GROUND
STA. 88+50
8" GATE VALVE
" G
AT
E
VA
LV
E
84+00
STA. 88+50
PLACE VALVE SIGN AT FENCE
15.0'
1331 1329
13281330 1327
PP
PP
PP
PP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
PROP. 8" PVC WL PROP. 8" PVC WL PROP. 8" PVC WL PROP. 8" PVC WL
EX 6" CLASS 200 PVC WL EX 6" CLASS 200 PVC WL EX 6" CLASS 200 PVC WL EX 6" CLASS 200 PVC WL (ABANDON IN PLACE)(ABANDON IN PLACE)(ABANDON IN PLACE)
102+00
103+00
104+00
105+00
106+00
107+00
108+00
109+00
110+00
111+00
112+00
113+00
114+00
115+00
116+00
117+00
118+00
SCALES:
1" = 60' HOR
1" = 6' VER
101+00 102+00 103+00 104+00 105+00 106+00 107+00 108+00 109+00 110+00 111+00 112+00 113+00 114+00 115+00 116+00 117+00 118+00 119+00
CERTIFICATE OF AUTHORIZATION NO. 5133
CERTIFICATE OF AUTHORIZATION EXPIRES 6-30-2020(c) Copyright 2019 Fox Engineering, Inc.
ARDMORE -OKLAHOMA
ENGINEERS
CIVIL
Fox Engineering, Inc.
211 E Street N.W., PO Box 666 Ardmore, Oklahoma 73401 Phone: 580.223.2319 Fax: 580.223.2492 E-mail: foxengineering@sbcglobal.net
F O X E N G I N E E R I NG
CHEYENNE & ARAPAHO TRIBES
II
CONCHO, CANADIAN CO, OKLAHOMA
PLAN AND PROFILE
ISSUE DATE:
Revision Date/Description
SHEET NO:
PROJ. NO:
8" RAW WATERLINE EXTENSION
18-025 5
PROJ. PHASE:
06/17/2019
Rev #
NATURAL GROUND
PROPOSED 8" PVC WATERLINE
36" MIN
PROPOSED 8" PVC WATERLINE
NATURAL GROUND
WVPP/UE
PP/UE
WV
WV
15.0'
WELL
HOUSE WELL
HOUSE
PP/UE
PP
PP
PP
PP
PP
PP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP OHP
WEST EAST
SECTION 19
T13N R7WSE SE NE SECTION 20
T13N R7WSW
SW
NW
PROP. 8" PVC WL PROP. 8" PVC WL
EXISTING 4" PVC WLEX 6" CLASS 200 PVC WL EX 6" CLASS 200 PVC WL
REPLACE EXISTING
GV WITH NEW 6" GV
PR
O
P.
" P
VC
W L
EX
" C
LA
SS
P
VC
W
L
REPLACE EXISTING
GATE VALVES WITH
NEW 6" GV
REPLACE EXISTING
WM WITH NEW OMNI
TURBO (T ) 2" SENSUS
WATER METER
WV
EXISTING
VALVE VAULT
PR
O
P.
" P
VC
W L
PROP. 6" PVC WL
WV
NOTE:
REMOVE EXISTING VALVE
BOXES AND DELIVER TO
CHEYENNE ARAPAHO
WATER TREATMENT PLANT
REMOVE EXISTING
VALVE VAULT AFTER
CONSTRUCTION
FV
EX
IST
IN
G
W A
TE
RL
IN
E
(A
BA
N
DO
N
IN
P
LA
CE
(ABANDON IN PLACE)
(ABANDON IN PLACE)
(ABANDON IN PLACE)
(A
BA
N
DO
N
IN
P
LA
CE
REMOVE EXISTING
VALVE VAULT AFTER
CONSTRUCTION
CAP EXISTING
WATERLINE
EXISTING
VALVE VAULT
CAP EXISTING
WATERLINE
CONNECT TO
EXISTING 4"
WATERLINE
CONNECT TO
EXISTING 4"
WATERLINE
REPLACE EXISTING
WM WITH NEW OMNI
TURBO (T ) 2" SENSUS
WATER METER
INSTALL PROPOSED 1" PVC W/
6 PAIR PHONE LINE FROM
VALVE VAULT TO REMOTE
READER INSIDE WELL HOUSE
INSTALL PROPOSED 1" PVC W/
6 PAIR PHONE LINE FROM
VALVE VAULT TO REMOTE
READER INSIDE WELL HOUSE
119+00
120+00
121+00
122+00
123+00
124+00
125+00
STA. 125+47
PROPOSED 8"
GATE VALVE
STA. 125+43
PROPOSED
6"X6"X6" TEE
PROPOSED 6"
GATE VALVE
118+00
126+00
127+00
128+00
129+00
130+00
131+00
132+00
133+00
134+00 134+21
+5 5 +1
+3 8+9
0 GRAVEL DRIVE REPAIR
GRAVEL
DRIVE
REPAIR
STA. 125+42
PROPOSED
6"X8" REDUCER
STA. 134+06
PROPOSED
6"X6"X4" TEE
STA. 134+21
PROPOSED
FLUSHING VALVE
SCALES:
1" = 60' HOR
1" = 6' VER
118+00 119+00 120+00 121+00 122+00 123+00 124+00 125+00 126+00 127+00 128+00 129+00 130+00 131+00 132+00 133+00 134+00 135+00 136+00
CERTIFICATE OF AUTHORIZATION NO. 5133
CERTIFICATE OF AUTHORIZATION EXPIRES 6-30-2020(c) Copyright 2019 Fox Engineering, Inc.
ARDMORE -OKLAHOMA
ENGINEERS
CIVIL
Fox Engineering, Inc.
211 E Street N.W., PO Box 666 Ardmore, Oklahoma 73401 Phone: 580.223.2319 Fax: 580.223.2492 E-mail: foxengineering@sbcglobal.net
F O X E N G I N E E R I NG
CHEYENNE & ARAPAHO TRIBES
II
CONCHO, CANADIAN CO, OKLAHOMA
PLAN AND PROFILE
ISSUE DATE:
Revision Date/Description
SHEET NO:
PROJ. NO:
8" RAW WATERLINE EXTENSION
18-025 6
PROJ. PHASE:
06/17/2019
Rev #
NATURAL GROUND
PROPOSED 8" PVC WATERLINE
36" MIN
+9
+4
8" G
AT
E
VA
LV
E
PROPOSED
TYPE 'A' AGG.
BASE BACKFILL
+3
NATURAL GROUND +5
+1
+2
FL
U
SH
IN
G V
AL
VE
STA. 134+06
PROPOSED
6"X6"X4" TEE
STA. 125+43
PROPOSED
6"X6"X6" TEE
PROPOSED 6" PVC WATERLINE
GRAVEL DRIVE REPAIR
PROPOSED
TYPE 'A' AGG.
BASE BACKFILL
GRAVEL
DRIVE
REPAIR
CUT & CAP EX.
WATERLINE
PROPOSED 6" BYPASS
PROP. 6" WL
PROPOSED
6"X6"X6" TEE
PROPOSED
6"X6"X6" TEE
PROP. 6"-2"
REDUCER
PROP. 6"-2"
REDUCER
ONMI TURBO
(T ) 2" SENSUS
WATER METER
PROPOSED 2"
BALL VALVE
PROPOSED 6" 90° BEND
PROPOSED 6"
GATE VALVE
PROPOSED
6" 45° BEND
PROPOSED
6" 45° BEND
PROP. 6"-4"
REDUCER
PROPOSED 4"
DRESSER COUPLINGMETER INSTALLATION &
WATERLINE CONNECTION DETAIL
1' 1'
STA. 125+42
PROPOSED
8"X6" REDUCER
ALL GRAVEL DRIVE REPAIR
SHALL BE INCLUDED IN PRICE
BID FOR 8" & 6" PVC PIPE
EX. 4" WL
TU
G
N2810 RD
W H
ITE RA
BBIT RO
A D
PP
OHPOHPOHP
EX. 8" PVC WL
EX VALVE
EX 6" TRANSITE WL (ABANDONED)
VAULT
PP
PP
NW CORNER
SECTION 18
T13N R7W
FH
STA 0+00.00
PP
PP
EXISTING
WATER
PLANT
STA. 0+00
CONNECT TO EXISTING
DRESSER COUPLING
STA. 1+76
8"X8"X8" TEE W/
8"X4" REDUCER
-0 +0
0 1+ 00 1+
95 STA. 1+95
8" 90° BEND W/
8"X4" REDUCER
CUT & CAP
EXISTING 4"
WATERLINE
PROPOSED 8" RAW WATERLINE
EXISTING 6" RAW WATERLINE
REMOVE EX.
VALVE VAULT
(TO BE ABANDONED)
EXISTING TREATED WATERLINE
ASSUMED LOCATION OF
EXISTING TREATED WATERLINE
PROP. CONCRETE
DRIVE REPAIR
1408 14
1404 1402
-1+00 0+00 1+00 2+00 3+00
-1+00 0+00 1+00 2+00 3+00
STA. 0+00
CONNECT TO
EXISTING 8"
WATERLINE
STA. 1+76
PROPOSED
8"X8"X8" TEE
+7
+6
STA. 1+95
PROPOSED
8" 90° BEND
C C
O N
C R
ET
E
D R
IV
E
R
EP
AI
R
L
PROPOSED
TYPE 'A'
AGG. BASE
PROPOSED 8" WATERLINE
EXISTING 8" WATERLINE
REMOVE EXISTING
VALVE VAULT
NOTE:
COST OF VALVE
VAULT REMOVAL TO
BE INCLUDED IN
PRICE BID FOR 8"
PVC PIPE
CERTIFICATE OF AUTHORIZATION NO. 5133
CERTIFICATE OF AUTHORIZATION EXPIRES 6-30-2020(c) Copyright 2019 Fox Engineering, Inc.
ARDMORE -OKLAHOMA
ENGINEERS
CIVIL
Fox Engineering, Inc.
211 E Street N.W., PO Box 666 Ardmore, Oklahoma 73401 Phone: 580.223.2319 Fax: 580.223.2492 E-mail: foxengineering@sbcglobal.net
F O X E N G I N E E R I NG
CHEYENNE & ARAPAHO TRIBES
II
CONCHO, CANADIAN CO, OKLAHOMA
WATER PLANT PLAN & PROFILE
ISSUE DATE:
Revision Date/Description
SHEET NO:
PROJ. NO:
8" RAW WATERLINE EXTENSION
18-025 7
PROJ. PHASE:
06/17/2019
Rev #
PROP. 8" WL
CONNECT TO EX. 4"
WL WITH DRESSER
COUPLING
PROPOSED 4"
GATE VALVE
PROPOSED
8"-4" REDUCER
CUT & CAP EX. 4" WL
TO WATER PLANT
STA. 1+95
PROPOSED
8" 90° BEND
STA. 1+76
PROPOSED
8"X8"X8" TEE
EX
. 4
" W L
EX
. 4
" W L
CONNECT TO EX. 4"
WL WITH DRESSER
COUPLING
WATERLINE CONNECTION DETAIL @ WATER PLANT
SCALE 1" = 20'
604020020
6" GRAVEL EXISTING GRAVEL
6"-9"6"-9"
6"
Bedding - min 4" Haunching
PIPE
BACKFILL ACROSS ROADS ORDRIVEWAYS SHALL BE
WITH 1 1/2" CRUSHER RUN GRAVEL, A CLASS I
MATERIAL IT SHALL BE COMPACTED IN LIFTS
CONSTRUCTION IN ACCORDANCE WITH ASTM D2487
12" 12"
WATER TRENCH SECTION
GRAVEL PAVEMENT REPAIR
TRACER
WIRE
6"-9"6"-9"
6"
Bedding - min 4" Haunching
PIPE
WATER TRENCH SECTION
TRACER
WIRE
NATURAL GROUND
GENERAL CONSTRUCTION NOTES:
COST FOR ALL THRUST BLOCKING
SHALL BE INCLUDED IN PRICE BID
FOR WATER PIPELINE
1. Water pipe shall be Class 150 PVC C-900 meeting the requirements of ASTM 02241. Joints shall be rubber gasket meeting the requirements of ASTM D-2241 and D-1784. All items such as Tees, Ells, Reducers, etc. shall be included in price bid for piping.
2. Ductile Iron water valves shall conform to AWWA Standard C509 latest revision. Ductile Iron valves shall be iron body being of the resilient seat type, mechanical joint, designed for a working pressure of not less than 150 psi.
3. When necessary to cross existing utility lines, vertical clearance shall be a minimum of 1.5'.
4. All Water line fittings shall be either mechanical joint or a joint restrained fitting. Said joint restrained fitting shall be internally locked, for Ductile Iron pipe. It shall be a positive lock against joint separation without the use of thrust blocks or tied rods. At a pipeline junction such as a tee; if a valve is to be installed after the tee, a short section of ductile iron pipe will be placed between the valve and the tee. This shall occur at all pipeline junctions where a valve is to be installed.
5. All non-metallic utility systems are to be provided with a pipeline locating wire (no.12 TW Copper Wire) installed on the buried pipeline. The locating wire shall be attached to all metal valve boxes with a material that will not deteriorate due to electrolysis and will furnish a continuous current ground at each location. A driven ground rod shall be provided at non-metallic boxes or structures in a manner that will permit the attachments of a locating instrument which induces an electric traceable signal. Cost to be included in price bid for pipe.
6. Concrete for thust blocks and collars shall have a minimum of 6 sacks of cement per cubic yard and shall reach a compressive strength of 3500 PSI in 28 days. Mixing water shall not exceed 5 gallons per sack of cement.
7. The Contractor shall take care not to damage existing utility lines, drainage structures, driveways, sidewalks, poles or any other structures adjacent to the work area.
8. The Contractor shall construct a 2'x2'x6" Concrete collar around all water valves.
9. Stones found in the trench shall be removed for a depth of at least six inches below the bottom of the pipe [OAC 252:626-19-2(2)].
10. All new, cleaned or repaired potable water mains shall be disinfected in accordance with the Department's rules for Public Water Supply Operation, OAC 252:626:19-2(6). As an alternate, American Water Works Association C651 specifications may be used [OAC 252:625-17-4(6)].
X Y
6" 12"
XD18"D X
Y
Trench
YD
18"
C
B
D
3'-6
2'-0"
D
Trench
D
6"D Trench
D
J
A
D
Tr en ch
CERTIFICATE OF AUTHORIZATION NO. 5133
CERTIFICATE OF AUTHORIZATION EXPIRES 6-30-2020(c) Copyright 2019 Fox Engineering, Inc.
ARDMORE -OKLAHOMA
ENGINEERS
CIVIL
Fox Engineering, Inc.
211 E Street N.W., PO Box 666 Ardmore, Oklahoma 73401 Phone: 580.223.2319 Fax: 580.223.2492 E-mail: foxengineering@sbcglobal.net
F O X E N G I N E E R I NG
CHEYENNE & ARAPAHO TRIBES
II
CONCHO, CANADIAN CO, OKLAHOMA
DETAILS
ISSUE DATE:
Revision Date/Description
SHEET NO:
PROJ. NO:
8" RAW WATERLINE EXTENSION
18-025 8
PROJ. PHASE:
06/17/2019
Rev #
INITIAL BACKFILL,HAUNCHING, AND BEDDING SHALL BE
LOCAL MATERIAL IT IS CLASS III MATERIAL.
CONSTRUCTION IN ACCORDANCE WITH ASTM D2487
ORDINARY BACKFILL SHALL BE EXCAVATED MATERIAL
REMOVED FROM THE TRENCH SECTION IT SHALL BE
COMPACTED IN LIFTS THIS MATERIAL CAN BE CLASS III
CONSTRUCTION IN ACCORDANCE WITH ASTM D2487
WATER
LINE
BLACK LETTERS
WHITE BAKED
ENAMEL FINISH
20 GAUGE STEEL
1"x 1"x 1/8"
GALVANIZED
ANGLE
6"
1/
2"
WATER LINE MARKER
49"
8"
VALVE MARKER
1/
2"
WHITE LETTERS
ORANGE BAKED
ENAMEL FINISH
20 GAUGE STEEL
1"x 1"x 1/8"
GALVANIZED
49"
ANGLE
6"
8"
COST TO BE INCLUDED IN PRICE BID FOR WATER VALVE TO BE
PLACED AT ALL 8" GATE VALVE & BOX
PLACE ALONG PIPELINE ALIGNMENT ON 1000' CENTERS
(6 REQUIRED)
EX
IS
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G
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PV
C
EX
IS
TI
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" A C
EX
IS
TI
N
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" A C
EX
IS
TI
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" C -9
P
VC
PIPE DRESSER
COUPLING
PROPOSED TIE IN
STA. 65+64
EXISTING 8" GATE VALVE
PROPOSED 45° BEND
PROPOSED 8" PVC
PROPOSED 45° BEND
TYPICAL VALVE BOX WITH COLLAR
6" PC Concrete
Resilient Seat M.J. Gate Valve
Valve Box
24" #3 BAR @ 10"
c/c b/w
TRACER WIRE
2" BALL VALVE
60"Ø CORRUGATED
GALVANIZED PIPE
GALVANIZED
MEDAL LIDHANDLES, 12"x3"x8", 2 ea.
w/ GALVANIZED ZINC COATING
20# FELT
PAPER
HASPS @
3 POINTS
2 12"
PIPE
SUPPORT
NOTE: 20 # FELT PAPER WRAPPED
AROUND WALL PENETRATION AND
CONCRETE PLACED TO STOP TRENCH
WATER SEEPAGE INTO VAULT.
ONMI TURBO
(T ) 2" SENSUS
WATER METER
236" MIN
1 12" ODOT TYPE 'A' AGG. BASE
NO FINES. ROCK ENTIRE INSIDE
OF INSTALLATION 6" DEEP.
6"
6"
PVC
6"
PVC
PROPOSED
6"X6"X6" TEE
PROPOSED
6"X2" REDUCER
METER INSTALLATION TYPICAL SECTION
60" MIN.
FLUSH VALVE DETAIL
8X8X4 TEE
4" GATE
VALVE & BOX
4" MALE
NIPPLE THRUST
BLOCKING
WEEP HOLE
4" GALV. ELL
4" GALV. PIPE
2'X6'X4" CONC. SLAB
THREADED PLUG
4" GALV. ELL
4" STEEL PIPE SET IN
2' CONCRETE FOOTING
(USE 2 COATS OF
GALVANIZED PAINT)
6"36" MIN.
12"
42"
4" CAP
PA
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L
EL
EC
TR
IC
AL
PA
NE
L
EL
EC
TR
IC
AL
6" PLASTIC ROUGH IN
BOX WITH SURFACE
PLATE
36" MIN
WELLHOUSE RENOVATION TYPICAL SECTION
SOUTH WALL
EXISTING WELL
HOUSE
PROPOSED 1" PVC W/
6 PAIR PHONE LINE
EXISTING WELL
HOUSE
PROPOSED 6
PAIR PHONE LINE
PROPOSED 1" PVC W/ 6 PAIR
PHONE LINE TO WELL HOUSE
REPLACEMENT DETAIL
CONCRETE PAVEMENT
3" 30"+-
12"
TAMPED TO SURFACE
LIMESTONE SCREENINGS
WATERED & HAND
6" CRUSHER RUN
PIPE
IN 6" LAYERS
6" P.C. CONCRETE
12"
12" LONG #3
BAR @18" C/C2 ARE REQUIRED AT EACH LOCATION
NON-POTABLE
WATER
BLACK LETTERS
WHITE BAKED
ENAMEL FINISH
20 GAUGE STEEL
1"x 1"x 1/8"
GALVANIZED
ANGLE
8"
1/
2"
49"
10"
WARNING
FLUSHING VALVE MARKER
2- SIGNS REQUIRED
TRuRead REMOTE
DISPLAY C6551G
#4 BAR @12" C/C B/W
COST TO BE INCLUDED IN
PRICE BID FOR 8" PVC PIPE
ALL VALVE BOXES
COST TO BE
INCLUDED IN
PRICE BID FOR
WATER METER
VALVE BOX
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AutoCAD SHX Text Extended
AutoCAD SHX Text Ditch Line
AutoCAD SHX Text
HORIZONTAL-CONCRETE ANCHORAGES
AutoCAD SHX Text
DIMENSIONS FOR CONCRETE ANCHORAGES
AutoCAD SHX Text Pipe
AutoCAD SHX Text Trench
AutoCAD SHX Text 45%%d Bend
AutoCAD SHX Text 22 1/2%%d Bend
AutoCAD SHX Text 11 1/4%%d Bend
AutoCAD SHX Text Tee or Plug
AutoCAD SHX Text Dia.
AutoCAD SHX Text Width
AutoCAD SHX Text A
AutoCAD SHX Text B
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AutoCAD SHX Text A
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AutoCAD SHX Text A
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AutoCAD SHX Text X
AutoCAD SHX Text Y
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AutoCAD SHX Text 7'-0"
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AutoCAD SHX Text 6'-5"
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AutoCAD SHX Text 2'-0"
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AutoCAD SHX Text 4'-9"
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AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-1"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 11"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 4'-1"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'-3"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-6"
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AutoCAD SHX Text 11"
AutoCAD SHX Text 2'-3"
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AutoCAD SHX Text 3'-9"
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AutoCAD SHX Text 1'-5"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-1"
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AutoCAD SHX Text 11"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 3'-6"
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AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-0"
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AutoCAD SHX Text 11"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 3'-0"
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AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-4"
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AutoCAD SHX Text 2'-0"
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AutoCAD SHX Text 11"
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AutoCAD SHX Text 2'-8"
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AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-10"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 11"
AutoCAD SHX Text 10"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 2'-4"
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-1"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-8"
AutoCAD SHX Text 1'-0"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 11"
AutoCAD SHX Text 8"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 2'-1"
AutoCAD SHX Text D
AutoCAD SHX Text Normal Ditch Line
AutoCAD SHX Text Undisturbed Earth
AutoCAD SHX Text Extended Ditch Line
AutoCAD SHX Text 136 Concrete
AutoCAD SHX Text Normal Ditch Line
AutoCAD SHX Text D
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
PLAN
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text Undisturbed Earth
AutoCAD SHX Text Undisturbed Earth
AutoCAD SHX Text
SECTION C-C
AutoCAD SHX Text
90%%D BENDS
AutoCAD SHX Text
SECTION FOR
AutoCAD SHX Text
VERTICAL BENDS
AutoCAD SHX Text
SECTION D-D
AutoCAD SHX Text 45%%D, 22 1/2%%d, 11 1/4%%d BENDS
AutoCAD SHX Text Undisturbed Earth
AutoCAD SHX Text 6" 1 1/2" Crusher run
AutoCAD SHX Text Reinforcing Bars
AutoCAD SHX Text Undisturbed
AutoCAD SHX Text Earth
AutoCAD SHX Text Undisturbed
AutoCAD SHX Text Earth
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 2'-2"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-10"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 1'-1"
AutoCAD SHX Text 3'-0"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 2'-6"
AutoCAD SHX Text 2'-2"
AutoCAD SHX Text 2'-0"
AutoCAD SHX Text 1'-6"
AutoCAD SHX Text 1'-4"
AutoCAD SHX Text 1'-2"
AutoCAD SHX Text 1'-1"
AutoCAD SHX Text 1'-10"
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text Undisturbed Earth
AutoCAD SHX Text Any concrete, placed further
AutoCAD SHX Text than 18" from a tee or plug
AutoCAD SHX Text will be at the expense of
AutoCAD SHX Text the Contractor.
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text
TEES
AutoCAD SHX Text
PLAN
AutoCAD SHX Text Undisturbed Earth
AutoCAD SHX Text
PLAN
AutoCAD SHX Text
SECTION E-E
AutoCAD SHX Text
PLUGS
AutoCAD SHX Text Undisturbed Earth
AutoCAD SHX Text E
AutoCAD SHX Text Undisturbed Earth
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text E
AutoCAD SHX Text 6" 1 1/2" Crusher run
AutoCAD SHX Text 6" 1 1/2" Crusher run
AutoCAD SHX Text 6" 1 1/2" Crusher run
AutoCAD SHX Text 6" 1 1/2" Crusher run
AutoCAD SHX Text 6" 1 1/2" Crusher run
NATURAL GROUND
| Sheets and Views |
| 1 COVER |
| 2 PLAN AND PROFILE |
| 3 PLANE AND PROFLE |
| 4 PLAN AND PROFILE |
| 5 PLAN AND PROFILE |
| 6 PLAN AND PROFILE |
| 7 WATER PLANT PLAN & PROFILE |
| 18025 WATERLINE DETAILS-WATER LINE DETAILS.pdf |
| Sheets and Views |
| WATER LINE DETAILS |
File details come from the government source that posted it.