WC-1121- PLANS.pdf
PDF 6 MB Posted
- Attached to
- Waterline Replacement State and local contract opportunity
- Solicitation number
- WC-1121
- Issued by
- Oklahoma County, Hobart City, Oklahoma
About this file
This is a City of Oklahoma City Water Utilities Department engineering design and construction document for a waterline replacement project (WC-1121) located at 14400 North Lincoln Boulevard. The project involves replacing approximately 2,648.46 linear feet of existing waterline using two primary installation methods: 1,981.46 linear feet of 12" Fusible C-900 waterline by horizontal directional drilling, and 667 linear feet of 12" waterline by open trenching. The design includes multiple technical components such as various valve installations, fire hydrants, tapping sleeves, bends, and connection points along the project corridor.
The project includes comprehensive specifications for pipe materials, installation techniques, and restoration requirements. Notable technical specifications include using polyethylene encasement for ductile iron pipes, joint restraint glands, tracer wire installation, and specific requirements for concrete and pavement restoration. The estimated quantities include items like erosion control, traffic control, concrete and asphalt removal and replacement, aggregate backfill, and a required GPS "as-built" survey. The project emphasizes compliance with Oklahoma City standard specifications, with all work to be completed according to municipal engineering standards and detailed technical notes provided in the documentation.
View the file
Other files for this state and local contract opportunity
| File | Type | Posted |
|---|---|---|
| Anti Noncollusion Affidavit.pdf | ||
| Business Relationship Affidavit.pdf | ||
| Spec_WC-1121.pdf |
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Text version
SCALE IN FEET
0150' 150' 300'
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SHEET NUMBER
T h e
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O k la h o m a
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U ti li ti e s D e p a r tm e n t
E n g in e e r in g
D iv is io n
Project #: WC-1121
W1
SCALE:
HOR: 1"=30'
VER: 1"=3'
N O
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DRAWN BY:
CHECKED BY:
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GENERAL NOTES
1. ALL CONSTRUCTION SHALL CONFORM TO OKLAHOMA CITY STANDARD SPECIFICATIONS.
2. COMPACTION OF TRENCH BACKFILL IN PAVED AREAS SHALL BE 95% STANDARD PROCTOR
DENSITY.
3. WHEN AN EXISTING VALVE IS ABANDONED IN A PAVED AREA, THE VALVE BOX IS TO BE FILLED
WITH CONCRETE. WHEN AN EXISTING VALVE IS ABANDONED IN A GRASSY AREA, THE BOX IS
TO BE PULLED AND THE TOP NUT REMOVED FROM THE VALVE. THE COST OF THIS WORK IS
CONSIDERED INCIDENTAL.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROMPT REPLACEMENT AND/OR REPAIR
OF ALL TRAFFIC CONTROL DEVICES AND APPURTENANCES DAMAGED OR DISTURBED DUE TO
CONSTRUCTION.
5. A WORK ZONE PERMIT MUST BE OBTAINED FROM THE TRAFFIC MANAGEMENT DIVISION AT
LEAST TWO (2) WORKING DAYS PRIOR TO THE START OF WORK AND/OR PLACING OR
REMOVING ANY BARRICADES OR MODIFYING EXISTING TRAFFIC CONTROL DEVICES.
APPLICATIONS ARE AVAILABLE AT WWW.OKC.GOV.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SET UP AND MAINTENANCE OF BARRICADES
AND OTHER TRAFFIC WARNING DEVICES AS NECESSARY AROUND THE CONSTRUCTION AREA
AND ADJACENT TO OPEN TRENCHES.
7. ALL BARRICADES, WARNING SIGNS, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC
AND PEDESTRIANS MUST CONFORM TO THE MANUAL OF UNIFORM TRAFFIC CONTROL
DEVICES, LATEST EDITION.
8. CONTRACTOR SHALL OBTAIN APPROVAL BY THE CITY TRAFFIC MANAGEMENT DIVISION PRIOR
TO ANY ROAD CLOSURE.
9. CONTRACTOR SHALL MAINTAIN ACCESS ON ALL STREETS AND TO BUSINESSES DURING
REGULAR BUSINESS HOURS FOR EACH ESTABLISHMENT.
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL LANDSCAPING IN AS GOOD
OR BETTER CONDITION AS EXISTING LANDSCAPING.
11. ALL CONCRETE DRIVEWAYS TO BE REPLACED SHALL BE REMOVED AND REPLACED FROM THE
PAVING GUTTER LINE TO THE JOINT ALONG THE PROPERTY LINE.
12. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING UTILITIES AND DEPTHS PRIOR TO
CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR
REPAIR OF ALL PRIVATE & PUBLIC UTILITIES DAMAGED DURING CONSTRUCTION. UTILITY
CROSSINGS SHOWN ARE BASED ON AS-BUILT AND ARE APPROXIMATE.
13. ALL SERVICES ARE TO BE CONNECTED TO EXISTING METER WITH NEW TYPE "K" COPPER FROM
PROPOSED WATER MAIN.
14. BORE ALL STREET CROSSINGS, DRIVEWAYS, TREES, AND ANY OTHER AFFECTED STRUCTURES
UNLESS OTHERWISE NOTED.
15. TRENCHING OPERATION ACROSS DRIVEWAYS AND ROADS SHALL BE ACCOMPLISHED 1/2
WIDTH AT A TIME WHENEVER POSSIBLE SO THAT NO ROADWAY IS COMPLETELY CLOSED
UNLESS APPROVED BY TRAFFIC MANAGEMENT.
16. STANDARD DEPTH OF COVER SHALL BE A MINIMUM OF 4.0 FEET.
17. ALL CROSSINGS AND PROPOSED TIE-IN LOCATIONS SHALL BE EXCAVATED AHEAD OF
CONSTRUCTION TO VERIFY THE FLOWLINE OF EXISTING WATER MAINS.
18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE CONSTRUCTION STAKING. THE STAKING
MUST BE DONE BY A REGISTERED BY THE STATE OF OKLAHOMA AS A PROFESSIONAL LAND
SURVEYOR WHICH WILL BE VERIFIED AT PRE-WORK CONFERENCE.
19. THE CENTERLINE AS NOTED ON THE PLANS IS THE CENTERLINE OF PAVING, UNLESS
OTHERWISE NOTED.
20. THE AIR RELEASE AND VACUUM VALVE SHALL BE MANUFACTURED BY APCO VALVE & PRIMER
CORPORATION, VAL-MATIC VALVE AND MANUFACTURING CORPORATION OR APPROVED
EQUAL.
21. GATE VALVES, BUTTERFLY VALVES, TAPPING VALVES SHALL BE MECHANICAL JOINT AND
MANUFACTURED BY AMERICAN CAST IRON PIPE COMPANY, MUELLER CO, U.S. PIPE, PRAT,
CLOW, M & H, CRIPSIN, OR APPROVED EQUAL.
22. TAPPING SLEEVES SHALL BE DUCTILE IRON OR STEEL, MECHANICAL JOINT AND SHALL BE MANUFACTURED BY U.S. PIPE, AMERICAN CAST IRON PIPE COMPANY, JCM MODEL 414, 439 AND 459, SMITH BLAIR MODEL 623 & 665, THE FORD METER BOX CO., INC., AND MODEL 3490 MJ BY
POWER SEAL PIPELINE PRODUCTS CORPORATION.
23. ALL STAINLESS STEEL TAPPING SLEEVES MUST BE TYPE 316 STAINLESS STEEL, AND TYPE 316
STAINLESS STEEL BOLTS & NUTS.
24. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502, LATEST REVISION.
25. DUCTILE IRON PIPE AND FITTINGS SHALL BE MANUFACTURED BY U.S. PIPE AND FOUNDRY CO., GRIFFIN PIPE PRODUCTS CO., AMERICAN CAST IRON PIPE CO., AND McWANE CAST IRON PIPE
COMPANY. DUCTILE IRON FITTINGS MANUFACTURED BY TYPER PIPE, SIGWA, STAR PIPE
PRODUCTS, PIPELINE COMPONENTS, INC., AND SIP INDUSTRIES SHALL BE ACCEPTED.
26. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE INSTALLED WITH POLYETHYLENE
ENCASEMENT.
27. JOINT RESTRAINT GLAND SHALL BE MEGALUG AND MANUFACTURED BY EBBA IRON SALES, INC.
P.V.C. - FITTINGS (MEGA-LUG, SERIES 2000 PV), D.I.P. - FITTINGS (MEGA-LUG, SERIES 1100), OR
APPROVED EQUAL.
28. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO DRAIN
AS GOOD OR BETTER THAN EXISTING CONDITIONS.
29. ANY WATER MAIN THAT IS REQUIRED TO BE TEMPORARILY TAKEN OUT FO SERVICE MUST
HAVE AN APPROVED SHUTDOWN FORM AND MUST BE AT LOW DEMAND TIMES BETWEEN THE
HOURS OF 5 PM AND 6 AM FOR COMMERCIAL AND INDUSTRIAL AREAS OR AS DETERMINED AND
APPROVED BY ENGINEER. NO ADDITIONAL COMPENSATION OR CONTRACT TIME WILL BE
PROVIDED RESULTING FROM A WATER MAIN TEMPORARILY TAKEN OUT OF SERVICE OR FOR
COMPONENTS THAT MAY FAIL DURING SHUT DOWN AND REQUIREMENTS FOR RESCHEDULE.
30. ALL P.C. CONCRETE PAVEMENT, CURBS, DRIVEWAYS AND SIDEWALKS DISTURBED BY THIS
PROJECT SHALL BE REPLACED WITH HIGH EARLY STRENGTH (HES) CONCRETE, 3500 P.S.I. MIN.
EXPANSION JOINTS ARE REQUIRED BETWEEN NEW & EXISTING CONCRETE PAVING.
31. THE COST OF OBTAINING A STORM WATER DISCHARGE PERMIT SHALL BE INCLUDED IN THE
PRICE BID FOR OTHER ITEMS. A STORM WATER DISCHARGE PERMIT IS REQUIRED BEFORE ANY
LAND DISTURBING ACTIVITIES CAN BEGIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
THE REPAIRS & REPLACEMENT OF ALL EROSION CONTROL MEASURES.
32. ALL WORK NOT CLASSIFIED AS A "PAY ITEM" SHALL BE CONSIDERED INCIDENTAL
CONSTRUCTION. THE COST OF WHICH SHALL BE INCLUDED IN THE COST OF OTHER BID ITEMS.
33. BACKFILL MATERIAL WILL NOT BE PAID DIRECTLY, COST SHALL BE INCLUDED IN OTHER ITEMS.
BACKFILL MATERIAL UNDER PAVEMENT SHALL MEET THE REQUIREMENTS OF TYPE A PER
STANDARD SPECIFICATION 923.
34. WHEN PVC PIPE IS SPECIFIED AND USED ON THIS PROJECT, CONTRACTOR SHALL INSTALL ONE
STRAND OF NO. 12 GAUGE COPPER TRACER WIRE ALONG TOP OF ALL PVC PIPES. BRING THE
TRACER WIRE TO TOP OF GROUND AND ANCHOR AT ALL VALVES, FIRE HYDRANTS, AND OTHER
APPURTENANCES.
35. STREET CROSSING CONSTRUCTION SHALL BE ACCOMPLISHED 1/2 WIDTH AT A TIME WHERE
NO ROADWAY SHALL BE COMPLETELY CLOSED.
36. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL EXISTING WATER METER
BOXES WITH AN APPROVED LOAD BEARING WATER METER BOX THAT IS TO REMAIN WITHIN A
PAVED AREA, OR TO BE RELOCATED TO A PAVED AREA, OR THOSE AREAS CONTAINING
DECORATIVE PAVERS.
37. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GPS "AS-BUILT" SURVEY, FOLLOWING
THE COMPLETION OF CONSTRUCTION, FOR EVERY 100' ALONG THE ALIGNMENT OF THE
PROJECT, COORDINATES OF THE VALVES, FIRE HYDRANTS, EXISTING WATER METERS, AND
SIMILAR APPURTENANCES. AN AUTOCAD DRAWING AND COORDINATES DATA SHEET SHALL
BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL. THIS TASK MUST BE PERFORMED
BY A REGISTERED PROFESSIONAL LAND SURVEYOR. DATA SUBMITTED SHALL BE TIED TO
OKLAHOMA STATE PLANE COORDINATE SYSTEM.
38. TAPPING PVC PIPE - AWWA C-900, PRESSURE CLASS 200, DR 14 - FOR 3/4" THROUGH 2" TAPS, SERVICE SADDLES SHALL BE MANUFACTURED BY FORD METER BOX COMPANY, INC., STYLE
202BS - BRASS SADDLES WITH STAINLESS STEEL DOUBLE BAND, NUTS AND BOLTS, OR
APPROVED EQUAL. ON THIS PROJECT, NO DIRECT TAP WILL BE ALLOWED. ALL TAPS
REGARDLESS OF SIZE WILL REQUIRE TAPPING SADDLES.
39. TAPPING DUCTILE IRON PIPE - FOR 1" THROUGH 2" TAPS, SERVICE SADDLES SHALL BE
MANUFACTURED BY FORD METER BOX COMPANY, INC., STYLE FC202 WITH STAINLESS STEEL
BAND, NUTS AND BOLTS, AND FUSION BONDED EPOXY COATING, OR APPROVED EQUAL. WHEN
TAPPING AN EXISTING DUCTILE IRON PIPE, TAPPING SADDLE WILL BE REQUIRED REGARDLESS OF THE SIZE OF TAP. WHEN TAPPING A PROPOSED DUCTILE IRON PIPE, 1" DIRECT TAPS MAY
BE MADE WITHOUT TAPPING SADDLE, NO TAPPING SADDLE WILL BE REQUIRED. TAPS LARGER
THAN 1" WILL REQUIRE A TAPPING SADDLE. THESE REQUIREMENTS SUPERCEDE THE
REQUIREMENTS STATED WITHIN "THE CITY OF OKLAHOMA CITY SPECIFICATIONS FOR WATER
METERS AND WATER SERVICE INSTALLATIONS", PAGE 15, ITEM D, TAPPING SADDLES.
40. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE
REGULATIONS FOR THE REMOVAL & DISPOSAL OF THE TRANSITE PIPE. ALL COSTS SHALL BE
INCLUDED IN THE PRICE BID FOR "REMOVAL OF SECTION OF THE EXISTING WATER MAIN".
41. ALL EXISTING FEATURES SHOWN ON THE PLANS ARE AT APPROXIMATE LOCATIONS, UNLESS
OTHERWISE NOTED.
42. SURVEY DATA WAS TAKEN FROM OKLAHOMA CITY PUBLIC WORKS AND UTILITIES DEPARTMENT
GIS DATABASE. ALL EXISTING FEATURES SHOWN ON PLANS ARE SHOWN APPROXIMATE
LOCATION UNLESS OTHERWISE NOTED.
43. UNIT COST OF TAP SHALL BE INCLUDED IN THE UNIT COST OF TAPPING SLEEVE OR TAPPING
SADDLE.
44. ALL CUT, PLUG, AND ABANDON OF WATERLINES SHALL BE INCIDENTAL TO THE CONSTRUCTION
OF THE NEW WATERLINE.
45. REMOVAL OF ANY ABANDONED WATERLINE IS INCIDENTAL TO THE COST OF OTHER ITEMS.
46. PRICE BID FOR PAYMENT CUT AND PERMANENT REPAIR TO INCLUDE ALL CONCRETE, REBAR, TYPE A AGGREGATE BACKFILL, AND ANY OTHER NECESSARY WORK AND MATERIALS
NECESSARY FOR THE REPAIR AS SHOWN IN THE STANDARD DETAILS.
47. ALL STANDARD DETAILS CAN BE LOCATED AT WWW.OKC.GOV.
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APPROX 2600 LF PROP 12" WATERLINE
EXIST 12" WATERLINE
TO BE ABANDON IN PLACE
START OF PROJECT
END OF PROJECT
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T h e
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C it y
U ti li ti e s D e p a r tm e n t
E n g in e e r in g
D iv is io n
Project #: WC-1121
W2
SCALE:
HOR: 1"=30'
VER: 1"=3'
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CHECKED BY:
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SCALE IN FEET
0150' 150' 300'
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EXIST 8" SANITARY SEWER
SC-0934
EXIST 12" WATERLINE
WR-0034
EXIST 8" WATERLINE
WA-2271
EXIST 12" WATERLINE
WC-0226
(TO BE ABANDONED)
EXIST 6" WATERLINE
WF-1575
EXIST 8" WATERLINE
WA-2271
EXIST 12" WATERLINE
WC-0226
TO BE ABANDONED
EXIST CONCRETE STORM
DRAIN CHANNEL (DD-0357)
EXIST 2" GAS MAIN
EXIST SERVICE LINES
TYPICAL OF 5
EXIST STORM DRAIN
(DD-0357)
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INSTALL
1-12"x12" TAPPING SLEEVE (MJ)
1-12" TAPPING VALVE & BOX
N: 224780.1902 E: 2115687.6084
STA 11+37.19
INSTALL
1 - 12''X22.5 DEG BEND
N: 224780.1902 E: 2115824.7965
STA 11+60.46
INSTALL
1 - 12''X22.5 DEG BEND
N: 224771.2830 E: 2115846.3004
STA 12+07.56
INSTALL
1-12"x6" TEE 1-6"x90° BEND 12"x6" TAPPING SLEEVE (MJ)
1-6" TAPPING VALVE & BOX
12 LF 6" WATERLINE
N: 224771.2830 E: 2115893.3945
STA 12+10.55
INSTALL
1 - 12'' GATE VALVE & BOX
N: 224771.2830 E: 2115896.3853
STA 13+84.40
INSTALL
1 - 12''X45 DEG BEND
N: 224771.2830
E: 2116070.2369
STA 14+39.32
INSTALL
1 - 12''X45 DEG BEND
N: 224732.4456 E: 2116109.0744
EXIST FIBER OPTICS
EXIST AT&T LINES
1-12" CUT & PLUG
65 SY REMOVE & REPLCE
CONCRETE DRIVEWAY
550 SY - REMOVE &
REPLACE CONCRETE
PAVING
1-6" VALVE TO BE ABANDON
1-6" CUT & PLUG
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CONST 925 CY
TYPE "A"
AGGREGATE
BACKFILL
CONST 181.80 LF 12" FUSIBLE C-900 WATERLINE
BY HORIZONTAL DIRECTIONAL DRILLING
CONST 418.20 LF 12" WATERLINE
BY OPEN TRENCHING
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T h e
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O k la h o m a
C it y
U ti li ti e s D e p a r tm e n t
E n g in e e r in g
D iv is io n
Project #: WC-1121
W3
SCALE:
HOR: 1"=30'
VER: 1"=3'
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CHECKED BY:
XX/XX/XX
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SCALE IN FEET
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W
W W W W W W W W W W WW W W W W W
W W
W W W W W W W W
W W W W
W
W
14404 14404 14406 14406
14414
14320
14330 14340
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
G
AS
OHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHEOHEOHEOHE
OHEOHEOHEOHEOHE
54 EXIST 8" WATERLINE
(WA-2418)
EXIST GAS SERVICE LINES
EXIST POWER POLE - TYP
CAUTION!!!
OVERHEAD POWER
59 11
61 11
EXIST 2" GAS MAIN
ATTATTATTATTATTATTATTATTATTATT
COX COX COX COX COX COX COX COX COX COX COX COX COX COX COX COX COX COX COX COX COX COX COX COX
COX
COX
COX
COX
C O
X C
O X
C O
X C
O X
C O
X C
O X
C O
X
COX
OHE
OHE
O H
E
O H
E
CO
X
CO
X
CO
X
CO
X
CO
X
CO
X
CO
X
CO
X
CO
X
CO
X
COXCOX
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
+0
+0
+0
+0
+0
+0
+0
+0
+0
O H
E
O H
E O
H
EO
H E
O H
E
O H
EO
H
E
EXIST 12" WATERLINE
TO BE ABANDONED
EXIST 6" WATERLINE
(WF-1575)
EXIST 6" WATERLINE
(WD-1951)
EXIST 2" SERVICE
STA 17+64.21
INSTALL
1 - 12''X6'' TEE
1-6"x90° BEND
1-6"x6" TAPPING SLEEVE (MJ)
1-6" TAPPING VALVE & BOX
20 LF 6" WATERLINE
N: 224732.5390
E: 2116433.9596
STA 18+26.50
INSTALL
1 - 12''X6'' TEE
1-6"x90° BEND
1-6"x6" TAPPING SLEEVE (MJ)
1-6" TAPPING VALVE & BOX
20 LF 6" WATERLINE
N: 224732.5570
E: 2116496.2494
STA 18+42.62
INSTALL
1 - 12''X6'' TEE
1-6" GATE VALVE & BOX
1-FIRE HYDRANT
1-12" RISER (IF REQ'D)
10 LF 6" WATERLINE
N: 224732.5616 E: 2116512.3669
STA 18+45.62
INSTALL
1 - 12'' GATE VALVE & BOX
N: 224732.5625 E: 2116515.3669
STA 22+57.68
INSTALL
1 - 12''X6'' TEE
1-6" GATE VALVE & BOX
1-FIRE HYDRANT
1-12" RISER (IF REQ'D)
20 LF 6" WATERLINE
N: 224732.6810 E: 2116927.4301
1-6" CUT & PLUG
2" SSS - CONNET TO
EXISTING METER
1-6" CUT & PLUG
1-2" SSS - CONNECT TO
EXIST WATER METER
1-6" VALVE TO BE ABANDONED
REMOVE EXIST FH & VALVE
1-12" VALVE TO BE ABANDONED
1-6" VALVE TO BE
ABANDONED
REMOVE EXIST FH & VALVE
1-6" VALVE TO BE ABANDON
16+00
E G
3.
17+00
E G
4.
18+00
E G
5.
19+00
E G
6.
20+00
E G
7.
21+00
E G
7.
22+00
E G
8.
23+00
E G
0.
24+00
E G
0.
FL
6.
FL
6.
FL
7.
FL
8.
FL
9.
FL
0.
FL
1.
FL
2.
FL
3.
ST
A
7+
.2
IN
ST
A
LL
''X 6'
' T
EE
1- 6" x9 0°
B
EN
D 1-
6" x6
TA
PP
IN
G S
LE
EV
E (M
J) 1-
6" T
A
PP
IN
G
V A
LV
E
B
O X
L
F 6"
W A
TE
R
LI
N
E
FL
7.
ST
A
8+
.5
IN
ST
A
LL
''X 6'
' T
EE
1- 6" x9 0°
B
EN
D 1-
6" x6
TA
PP
IN
G S
LE
EV
E (M
J) 1-
6" T
A
PP
IN
G
V A
LV
E
B
O X
L
F 6"
W A
TE
R
LI
N
E
FL
8.
ST
A
8+
.6
IN
ST
A
LL
''X 6'
' T
EE
1- 6"
G A
TE
V
A
LV
E
B O
X 1-
FI
R
E H
YD
R
A N
T 1-
R
IS
ER
(I
F R
EQ
'D
L F
6" W
A
TE
R
LI
N E
FL
8.
ST
A
8+
.6
IN
ST
A
LL
G
A
TE
V A
LV
E
B
O X
FL
: 1
8.
ST
A
2+
.6
IN
ST
A
LL
''X 6'
' T
EE
1- 6"
G A
TE
V
A
LV
E
B O
X 1-
FI
R
E H
YD
R
A N
T 1-
R
IS
ER
(I
F R
EQ
'D
L F
6" W
A
TE
R
LI
N E
FL
2.
6' M
IN
CONST 800.00 LF 12" FUSIBLE C-900 WATERLINE
BY HORIZONTAL DIRECTIONAL DRILLING
EXIST CL OF CONST
PL
A
N
P R
O
FI
LE
LI
N E
A
SE
AL
OF
TH
E
C
IT
YOF
OK
LA
H O M A
Y
IT
C
SHEET NUMBER
T h e
C it y o f
O k la h o m a
C it y
U ti li ti e s D e p a r tm e n t
E n g in e e r in g
D iv is io n
Project #: WC-1121
W4
SCALE:
HOR: 1"=30'
VER: 1"=3'
N O
D
A
TE
D E
S C
R
IP
TI
O
N
Y:
\D
U
ST
IN
\W
C -1
1\
W C
-1
1-
BA
SE
.D
W G
FI
LE
P
AT
H
PL
O
TT
ED
W ed ne sd ay
, J ul y
, 2
:2 6:
A
M
DATE:
DRAWN BY:
CHECKED BY:
XX/XX/XX
XXX
XXX
N
SCALE IN FEET
030' 30' 60'
M A
TC
H
LI
N
E
S
TA
4+
S
E E
S H
T W
M A
TC
H
LI
N
E
S
TA
6+
S
E E
S H
T W
M
A
TC
H
LI
N E
S
TA
6+
S E
E S
H T
W
M A
TC
H
LI
N
E
S
TA
4+
S
E E
S H
T W
EXIST 2" WATER METER
W
SS SS SS SS SS SS SS SS SS SS SS SSMH MH
W W W W W W W W W WW W W W W WW W W
GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
G
AS
G
AS
GAS GAS GAS GAS GAS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE
OHE
OHEOHE
OHE
11611162
60 11
67 11
EXIST 2" PVC GAS MAIN
EXIST 2" PVC GAS MAIN
EXIST DETENTION POND
EXIST 12" SANITARY SEWER
(SC-0416)
EXIST POWER POLE - TYP
EXIST OVERHEAD
ELECTRICAL
EXIST 12" WATERLINE
(WF-2053)
GASGASGASGASGASGASGAS
ATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATT
COXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOX
C O
X C
O X
C O
X C
O X
C O
X C
O X
C O
X C
O X
C O
X
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
+0
+0
+0
+0
+0
+0
+0
+0
FO
FO
FO
FO
FOFOFOFOFOFOFOFOFOFOFOFO
FO
FO
FO
FO
STA 26+12.06
INSTALL
1 - 12''X12'' TEE
1-12"X90° BEND
1-12"X12" TAPPING SLEEVE (MJ)
1-12" TAPPING VALVE & BOX
12 LF 12" WATERLINE
N: 224732.7829 E: 2117281.8137
1-12" CUT & PLUG
STA 28+26.15
INSTALL
1 - 12''X6'' TEE
1-6" GATE VALVE & BOX
1-FIRE HYDRANT
1-12" RISER (IF REQ'D)
10 LF 6" WATERLINE
N: 224732.8445 E: 2117495.9031
REMOVE EXIST FH & VALVE
1-ABANDON 12" VALVE
1-ABANDON 12" VALVE
.7
EXIST 12" WATERLINE TO
BE ABANDONED IN PLACE
ST
A
6+
.0
IN
ST
A
LL
''X
TE
E 1-
"X
° B
EN
D
1-
"X
TA
PP
IN
G S
LE
EV
E (M
J) 1-
TA
PP
IN
G
V A
LV
E
B
O X
L
F
W
A
TE
R
LI
N E
FL
6.
ST
A
8+
.1
IN
ST
A
LL
''X 6'
' T
EE
1- 6"
G A
TE
V
A
LV
E
B O
X 1-
FI
R
E H
YD
R
A N
T 1-
R
IS
ER
(I
F R
EQ
'D
L F
6" W
A
TE
R
LI
N E
FL
8.
6' M
IN
EXIST CL OF CONST
CONST 700.00 LF - 12" FUSIBLE C-900
BY HORIZONTAL DIRECTIONAL DRILLING
25+00
E G
2.
26+00
E G
3.
27+00
E G
4.
28+00
E G
6.
29+00
E G
7.
30+00
E G
8.
31+00
E G
9.
32+00
E G
0.
FL
4.
FL
6.
FL
7.
FL
8.
FL
9.
FL
0.
FL
1.
FL
2.
PL
A
N
P R
O
FI
LE
LI
N E
A
SE
AL
OF
TH
E
C
IT
YOF
OK
LA
H O M A
Y
IT
C
SHEET NUMBER
T h e
C it y o f
O k la h o m a
C it y
U ti li ti e s D e p a r tm e n t
E n g in e e r in g
D iv is io n
Project #: WC-1121
W5
SCALE:
HOR: 1"=30'
VER: 1"=3'
N O
D
A
TE
D E
S C
R
IP
TI
O
N
Y:
\D
U
ST
IN
\W
C -1
1\
W C
-1
1-
BA
SE
.D
W G
FI
LE
P
AT
H
PL
O
TT
ED
W ed ne sd ay
, J ul y
, 2
:2 7:
A
M
DATE:
DRAWN BY:
CHECKED BY:
XX/XX/XX
XXX
XXX
N
SCALE IN FEET
030' 30' 60'
M A
TC
H
LI
N
E
S
TA
2+
S
E E
S H
T W
M
A
TC
H
LI
N E
S
TA
2+
S E
E S
H T
W
M A
TC
H
LI
N
E
S
TA
5+
S
E E
S H
T W
M
A
TC
H
LI
N E
S
TA
5+
S E
E S
H T
WW
W W
SS
SS SS SS SS
SS SS SS SS SS SS SS SS SS SS SS
SS
SS
SS
SS
MH MH
MH
ST ST ST ST
W
W W W
W
W W
W W W W W W
W
W
W
14349
G
AS
G
AS
G
AS
G
AS
G
AS
O H
E
OHE
OHE
OHE
OHEOHEOHEOHEOHEOHEOHEOHE
EXIST 12" SANITARY
SEWER (SC-0416)
EXIST 2" PVC GAS MAIN
EXIST 10" WATERLINE
EXIST 4" METER VAULT
EXIST 4" WATERLINE
EXIST GAS SERVICE LINE
EXIST 8" WATERLINE
(WA-0726)
EXIST 8" SANITARY SEWER
(SC-0415)
EXIST 12" WATERLINE
(WF-4517)
EXIST POWER POLE -TYP
OVERHEAD ELECTRIC
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
ATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATTATT
C O
X C
O X
C O
X C
O X
C O
X C
O X
C O
X C
O X
C O
X C
O X
C O
X C
O X
C O
X C
O X
C O
X C
O X
C O
X C
O X
COXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOXCOX
FOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFOFO
+0
+0
+0
+0
FO
FO
FO
ATTATTATTATT
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
AT
T
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
G
AS
STA 34+23.62
INSTALL
1 - 12''X10'' TEE
1-10"x90° BEND
1-10"x10" TAPPING SLEEVE (MJ)
1-10" TAPPING VALVE & BOX
15 LF 10" WATERLINE
N: 224733.0164
E: 2118093.3739
1-10" CUT & PLUG
1-ABANDONED 10" VALVE
STA 35+68.46
INSTALL
1 - 12"x12" TAPPING SLEEVE (MJ)
1-12" TAPPING VALVE & BOX
N: 224740.3900 E: 2118229.2351
STA 35+64.22
INSTALL
1 - 12''X22.5 DEG BEND (ROTATED)
N: 224736.3899 E: 2118230.6552
STA 35+60.89
INSTALL
1 - 12''X90 DEG BEND (ROTATED)
N: 224733.0559 E: 2118230.6387
1-12" CUT & PLUG
EXIST 12" WATERLINE
TO BE ABANDON IN PLACE
N K
E
LL
E Y
A V
E
ST
A
4+
.6
IN
ST
A
LL
''X
TE
E 1-
"x
° B
EN
D
1-
"x
TA
PP
IN
G S
LE
EV
E (M
J) 1-
TA
PP
IN
G
V A
LV
E
B
O X
L
F
W
A
TE
R
LI
N E
FL
3.
1 ST
A
5+
.8
IN
ST
A
LL
''X
D
EG
B
EN
D
FL
3.
ST
A
5+
.2
IN
ST
A
LL
''X
.5 D
EG
B
EN
D
FL
3.
ST
A
5+
.4
IN
ST
A
LL
- 1 2" x1 2"
T A
PP
IN
G S
LE
EV
E (M
J) 1-
TA
PP
IN
G
V A
LV
E
B
O X
FL
3.
EXIST CL OF CONST
6' M
IN
368.46 LF - 12" FUSIBLE C-900
BY HORIZONTAL DIRECTIONAL DRILLING
32+00
E G
0.
33+00
E G
1.
34+00
E G
0.
35+00
E G
9.
FL
2.
FL
2.
FL
2.
FL
2.
PL
A
N
P R
O
FI
LE
LI
N E
A
SE
AL
OF
TH
E
C
IT
YOF
OK
LA
H O M A
Y
IT
C
SHEET NUMBER
T h e
C it y o f
O k la h o m a
C it y
U ti li ti e s D e p a r tm e n t
E n g in e e r in g
D iv is io n
Project #: WC-1121
W6
SCALE:
HOR: 1"=30'
VER: 1"=3'
N O
D
A
TE
D E
S C
R
IP
TI
O
N
Y:
\D
U
ST
IN
\W
C -1
1\
W C
-1
1-
BA
SE
.D
W G
FI
LE
P
AT
H
PL
O
TT
ED
W ed ne sd ay
, J ul y
, 2
:2 7:
A
M
DATE:
DRAWN BY:
CHECKED BY:
XX/XX/XX
XXX
XXX
N
SCALE IN FEET
030' 30' 60'
M A
TC
H
LI
N
E
S
TA
2+
S
E E
S H
T W
M A
TC
H
LI
N
E
S
TA
2+
S
E E
S H
T
File details come from the government source that posted it. Updated .