WC-1097 FINAL PLANS r2 Signed.pdf

PDF 21 MB Posted May 7, 2025

Attached to: Waterline Replacement
Solicitation number: OCWUT WC-1097
Issued by: Oklahoma County, Oklahoma City, Oklahoma

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File	Type	Posted
Anti Noncollusion Affidavit.pdf	PDF	May 7, 2025
WC-1097_Specs Signed_.pdf	PDF	May 7, 2025
Business Relationship Affidavit.pdf	PDF	May 7, 2025

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WATERLINE

NOTES

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LEGEND

PROPOSED WATER MAIN

EXISTING SANITARY SEWER

EXISTING SANITARY SEWER MANHOLE

EXISTING POWER POLE

EXISTING COMMUNICATIONS PEDESTAL

EXISTING PULL BOXPB

EXISTING STORM SEWER MANHOLEST.S

EXISTING GAS METER

EXISTING GAS MARKERG

EXISTING FIRE HYDRANT

EXISTING WATER VALVE

EXISTING WATER METER

PUG

EXISTING STORM SEWER

EXISTING FIBER OPTIC MARKER

EXISTING TUG MARKER

EXISTING SPRINKLER VALVE

EXISTING GAS VALVE

EXISTING BENCH MARK

CBL

EXISTING WATER

EXISTING GAS

EXISTING UNDERGROUND TELECOMMUNICATION

EXISTING UNDERGROUND FIBER OPTIC

EXISTING OVERHEAD ELECTRIC

EXISTING UNDERGROUND ELECTRIC

EXISTING RIGHT-OF-WAY

EXISTING UNDERGROUND CABLE LINE

PROPOSED GATE VALVE

PROPOSED CONCRETE

DRIVEWAY REPAIR

REMOVE AND REPLACE

CONCRETE ROADWAY

EXISTING FENCE

EXISTING ROADWAY

TUG

SCV

PROPOSED STEEL CASING

EXISTING WATER (TO BE ABANDONED)

PROPOSED FIRE HYDRANT (W/ VALVE)

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL CONFORM TO OKLAHOMA CITY STANDARD SPECIFICATIONS AND DETAILS.

2. ALL WORK SHALL BE PERFORMED IN COMPLIANCE WITH THE OCCUPATION SAFETY AND HEALTH

ADMINISTRATION RULES & REGULATIONS AND OTHER APPLICABLE CITY, STATE, AND FEDERAL

CONSTRUCTION SAFETY REQUIREMENTS.

3. CONTRACTOR SHALL PROVIDE CONSTRUCTION ACTIVITY NOTICE TO OWNERS OF PROPERTIES ADJACENT

TO CONSTRUCTION 48 HOURS IN ADVANCE.

4. ANY CONTRACTOR / SUBCONTRACTOR PERFORMING WORK ON THIS PROJECT SHALL FAMILIARIZE HIMSELF WITH THE SITE AND SHALL BE SOLELY RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES RESULTING DIRECTLY OR INDIRECTLY FROM HIS OPERATION. SAID EXISTING FACILITIES SHALL INCLUDE BUT NOT BE LIMITED TO BERMS, DITCHES, FENCES, MAIL BOXES, SIGN POLES, TRAFFIC SIGNAL RELATED STRUCTURES, SPRINKLER SYSTEMS, ANY REMOVAL OR DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED OR REPAIRED BY THE CONTRACTOR AT HIS EXPENSE AND SHALL BE APPROVED BY THE CITY OF OKLAHOMA

CITY.

5. THE CENTERLINE AS NOTED ON THE PLANS IS THE CENTERLINE OF PAVING, UNLESS OTHERWISE NOTED.

SUMMARY OF WORK

6. THE WORK TO BE PERFORMED INCLUDES ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES NECESSARY FOR THE COMPLETE CONSTRUCTION AND OWNER APPROVAL OF THE UTILITY RELOCATIONS AS SHOWN IN

THE DRAWINGS.

7. 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.

8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL LANDSCAPING, TREES AND IRRIGATION SYSTEMS IN AS GOOD OR BETTER CONDITION AS THEY WERE PRIOR TO CONSTRUCTION. WHERE POSSIBLE THE CONTRACTOR SHALL BORE UNDER TREES, IRRIGATION SYSTEMS, MAIL BOXES, AND APPURTENANCES.

THE COST OF THE BORE OR REPLACEMENTS OF THESE ITEMS IS CONSIDERED INCIDENTAL AND INCLUDED IN

THE COST OF OTHER ITEMS.

9. THE CONTRACTOR SHALL VIDEO RECORD ALL AREAS POTENTIALLY IMPACTED BY WORK PRIOR TO

CONSTRUCTION IN COMPLIANCE WITH ALL SPECIFICATIONS.

10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION STAKING. THE STAKING MUST BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF OKLAHOMA WHICH WILL

BE VERIFIED AT PRE-WORK CONFERENCE.

11. THE CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" MARKED UP SET OF DRAWINGS TO BE SUBMITTED TO THE

OWNER AND ENGINEER AT THE END OF THE PROJECT.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE GPS "AS-BUILT" SURVEY, FOLLOWING THE COMPLETION OF CONSTRUCTION, FOR EVERY 100' ALONG THE INSTALLED PIPELINE WITH COORDINATES OF THE VALVES, FIRE HYDRANTS, EXISTING WATER METERS, AND SIMILAR APPURTENANCES. COMPLETE AS-BUILT PLANS, AUTOCAD DRAWING, AND COORDINATES DATA SHEET SHALL BE SUBMITTED TO THE PROJECT ENGINEER FOR APPROVAL. THIS TASK MUST BE PERFORMED BY A PROFESSIONAL LAND SURVEYOR REGISTERED IN THE STATE OF OKLAHOMA. DATA SUBMITTED SHALL BE TIED TO OKLAHOMA STATE PLANE COORDINATE

SYSTEM (NAD 1983 CORS 96).

EROSION CONTROL

13. CONSTRUCTION ACTIVITIES THAT RESULT IN LAND DISTURBANCE OF EQUAL TO OR GREATER THAN ONE(1) ACRE, OR LESS THAN ONE(1) ACRE IF THEY ARE PART OF A LARGER COMMON PLAN OF DEVELOPMENT OR SALE THAT TOTALS AT LEAST ONE (1) ACRE MUST ALSO OBTAIN A PERMIT FROM ODEQ (FORM 605-002A) FOR STORM WATER DISCHARGES FROM CONSTRUCTION ACTIVITIES. THIS MEANS THAT LAND DISTURBING OF ONE (1) ACRE OR MORE MUST PERMIT WITH ODEQ AND THE CITY OF OKLAHOMA CITY, STORM WATER

QUALITY.

14. THE COST OF DEVELOPING A STORM WATER POLLUTION PREVENTION PLAN, OBTAINING A STORM WATER DISCHARGE PERMIT AND ANY OTHER STATE OR FEDERAL LAND OR WATER DISTURBING PERMITS SHALL BE INCLUDED IN THE BID ITEM EROSION AND SEDIMENT CONTROL. A STORM WATER DISCHARGE PERMIT IS REQUIRED BEFORE ANY LAND DISTURBING ACTIVITIES CAN BEGIN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ALL EROSION CONTROL MEASURES REQUIRED TO

OBTAIN THE PERMITS.

15. A COPY OF THE EROSION CONTROL SITE PLAN MUST BE ON SITE AT ALL TIMES AND MADE AVAILABLE TO THE

INSPECTOR UPON REQUEST.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF ALL EROSION CONTROL

DEVICES DAMAGED DUE TO CONSTRUCTION.

17. THE CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL EROSION CONTROL DEVICES BEFORE FLUSHING WATERLINE TO MINIMIZE EROSION AND TO REMAIN IN COMPLIANCE WITH LOCAL AND FEDERAL

N.P.D.E.S. PERMIT REQUIREMENTS.

18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR GRADING ALL DISTURBED AREAS TO DRAIN AS WELL AS OR

BETTER THAN EXISTING CONDITIONS.

TRAFFIC CONTROL

19. 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.

20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SETUP AND MAINTENANCE OF BARRICADES AND OTHER TRAFFIC WARNING DEVICES AS NECESSARY AROUND THE CONSTRUCTION AREA AND ADJACENT TO OPEN TRENCHES. ALL BARRICADES, WARNING SIGNS, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS MUST CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, LATEST

EDITION. CONTRACTOR SHALL OBTAIN APPROVAL BY THE CITY PRIOR TO ANY ROAD CLOSURE.

21. 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.

22. THE CONTRACTOR SHALL MAINTAIN ACCESS ON ALL STREETS AND TO BUSINESS DURING REGULAR

BUSINESS HOURS FOR EACH ESTABLISHMENT.

23. TRENCHING OPERATION ACROSS DRIVEWAYS AND MINOR ROADWAYS SHALL BE ACCOMPLISHED 1/2 WIDTH

AT A TIME WHENEVER POSSIBLE SO THAT NO ROADWAY IS COMPLETELY CLOSED.

UTILITIES

24. THE CONTRACTOR SHALL CONTACT THE OKLAHOMA "OKIE" ONE-CALL SYSTEM PRIOR TO CONSTRUCTION

AND AS NECESSARY THROUGHOUT THE PROJECT.

25. 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 AVAILABLE DATA

AND ARE APPROXIMATE.

26. LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN APPROXIMATE LOCATIONS ONLY AND

HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE ENGINEER, THE OWNER OR THE OWNER'S

REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING FABRICATION OF MATERIALS OR ERECTION OF THE WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL FRANCHISE AND CITY UTILITIES PRIOR TO CONSTRUCTION.

27. THE CONTRACTOR SHALL EXERCISE CAUTION IN THE PROGRESS OF WORK IN ORDER TO PREVENT INTERRUPTION OF EXISTING UTILITIES. THE CONTRACTOR SHALL COORDINATE WITH UTILITY COMPANIES TO RESTORE INTERRUPTED SERVICES AS QUICKLY AS POSSIBLE. THE CONTRACTOR SHALL ENSURE POLES

AFFECTED BY TRENCHING ARE BRACED BY THE UTILITY OWNER OR CONTRACTOR.

PIPELINES

28. WATER AND SEWER TRENCHED AT DRIVEWAYS, SIDEWALK, AND PAVEMENT CUT AND REPAIR LOCATIONS SHALL BE BACKFILLED WITH TYPE A ROCK AGGREGATE PER OKC STANDARD SPECIFICATION 923.01 AND

SPECIAL PROVISIONS, FULL COMPACTION OF 95% STANDARD PROCTOR DENSITY.

29. PRICE BID FOR PAVEMENT CUT AND PERMANENT REPAIR (CONCRETE) TO INCLUDE ALL CONCRETE, REBAR, TYPE A AGGREGATE BACKFILL, AND ANY OTHER NECESSARY WORK OR MATERIALS NECESSARY FOR THE

REPAIR AS SHOWN ON OKC STANDARD D-800.

30. ALL P.C. CONCRETE PAVEMENT, CURBS, DRIVEWAYS AND SIDEWALKS DISTURBED BY THIS PROJECT SHALL

BE REPLACED WITH HIGH EARLY STRENGTH (HES) CONCRETE, 4000 P.S.I. MINIMUM.

31. CONTRACTOR SHALL PROVIDE ANY AND ALL DEWATERING REQUIRED FOR CONSTRUCTION ACTIVITIES, ALL

ASSOCIATED COSTS SHALL BE INCLUDED IN OTHER PAY ITEMS.

32. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH POLYETHYLENE ENCASEMENT, INCIDENTAL

TO THE COST OF THOSE PAY ITEMS.

WATERLINES

33. STANDARD DEPTH OF COVER SHALL BE A MINIMUM OF 4.0 FEET, UNLESS OTHERWISE NOTED.

34. BACKFILL AND BEDDING 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 SPECIAL

PROVISIONS.

35. THE CONTRACTOR SHALL COORDINATE OPERATION OF ALL EXISTING VALVES WITH THE OKC LINE MAINTENANCE DIVISION. OPERATION OF VALVES BY CONTRACTORS IS NOT ALLOWED. THE CONTRACTOR

SHALL SUBMIT A SHUTDOWN REQUEST FORM AS INCLUDED IN THE SPECIFICATIONS.

36. EXISTING VALVES, PIPELINES AND STRUCTURES MAY LEAK IN THE CLOSED POSITION. CONTRACTOR SHALL PROVIDE REASONABLE MEANS AND EQUIPMENT TO CONTROL WATER LEAKING DURING CONSTRUCTION

ACTIVITY.

37. ALL CROSSINGS AND PROPOSED TIE-IN LOCATIONS SHALL BE EXCAVATED AHEAD OF CONSTRUCTION TO

VERIFY THE FLOWLINE ELEVATION OF EXISTING WATER MAINS.

38. WATER MAIN TEMPORARILY TAKEN OUT OF SERVICE: ANY WATER MAIN THAT IS REQUIRED TO BE TEMPORARY TAKEN OUT OF SERVICE MUST HAVE AN APPROVED SHUTDOWN FORM AND MUST BE AT LOW DEMAND TIMES BETWEEN 5PM AND 6AM FOR COMMERCIAL AND INDUSTRIAL AREAS AND BETWEEN 10 PM AND 6 AM FOR RESIDENTIAL AREAS, OR AS DETERMINED AND APPROVED BY THE OCWUT GENERAL MANAGER, OR DESIGNEE. NO ADDITIONAL COMPENSATION OR CONTRACT TIME WILL BE PROVIDED RESULTING FROM A WATER MAIN TEMPORARILY TAKEN OUT OF SERVICE.THE CONTRACTOR IS REQUIRED TO PROVIDE TEMPORARY WATER TO ANY WATER CUSTOMERS WHEN WATER CANNOT BE PROVIDED DUE TO

THE WATER MAIN BEING TEMPORARILY TAKEN OUT OF SERVICE.

39. ALL CUT, PLUG AND ABANDON OF WATERLINES SHALL BE INCIDENTAL TO THE CONNECTION OF THE NEW

WATERLINE.

40. REMOVAL OF ANY ABANDONED WATERLINE IS INCIDENTAL TO THE COST OF OTHER ITEMS.

41. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLIANCE WITH ALL APPLICABLE REGULATIONS FOR THE REMOVAL & DISPOSAL OF TRANSITE PIPE. ALL COSTS SHALL BE INCLUDED IN THE PRICE BID FOR

OTHER ITEMS.

42. THE CONTRACTOR SHALL BORE ALL DRIVEWAYS AND OTHER AFFECTED STRUCTURES WHERE POSSIBLE UNLESS OTHERWISE NOTED. IF NECESSARY THE DRIVEWAYS SHALL BE REMOVED AND REPLACED WITH THE REQUIRED TYPE A BACKFILL. ALL CONCRETE DRIVEWAYS TO BE REPLACED SHALL BE REMOVED AND REPLACED FROM THE PAVING GUTTER LINE TO THE JOINT ALONG THE PROPERTY LINE. ALL COST ASSOCIATED WITH DRIVEWAY BORING OR REPLACEMENT SHALL BE INCLUDED IN THE BORE BID ITEM OR

DRIVEWAY BID ITEM.

43. THE 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 THE COST OF WHICH SHALL BE INCLUDED IN OTHER ITEMS.

44. PAYMENT FOR FIRE HYDRANTS SHALL INCLUDE 1 FIRE HYDRANT, 1-12" EXTENSION, 1 TO 3 LF OF 6" WATER LINE, AND ALL ASSOCIATED FITTINGS. ALL HYDRANT PARTS SHALL BE OEM. PAYMENT DOES NOT INCLUDE A

6" GATE VALVE.

45. HYDRANTS SHALL CONFORM TO AWWA STANDARD C502 LATEST REVISION.

46. ALL WATER METERS AND VALVE BOXES SHALL BE INSTALLED OR RELOCATED TO A LOCATION WITHIN CITY RIGHT-OF-WAY ONLY AND OUTSIDE OF EXISTING OR PROPOSED A.D.A. RAMPS, DRIVEWAYS,SIDEWALKS AND

PAVED SURFACES WHERE FEASIBLE.

47. 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.

48. INSTALLATION OF A STEEL VALVE EXTENSION TO WITHIN 1'-0" OF THE FINISHED GRADE IS REQUIRED. THE

EXTENSION SHALL BE ATTACHED TO THE VALVE NUT PER MANUFACTURER'S RECOMMENDATION.

49. TEMPORARY SERVICE LINES MAY BE REQUIRED TO PROVIDE WATER SERVICE TO CUSTOMERS. TEMPORARY WATER SERVICE LINES MUST BE DISINFECTED PRIOR TO USE AND ALL MATERIALS SHALL MEET NSF/ANSI 61 CERTIFICATION FOR POTABLE WATER USE. COSTS ARE CONSIDERED INCIDENTAL TO WORK. ANY WATER

MAIN THAT IS OPENED AND THE INTERIOR SURFACE OF THE WATER SYSTEM EXPOSED TO THE

ENVIRONMENT MUST OBTAIN A BACTERIOLOGICAL TESTING IN ACCORDANCE WITH AWWA C651-14. THE CONTRACTOR MAY BE REQUIRED TO INSTALL ADDITIONAL EROSION CONTROL DEVICES BEFORE FLUSHING WATERLINE TO MINIMIZE EROSION AND TO REMAIN IN COMPLIANCE WITH LOCAL AND FEDERAL N.P.D.E.S.

PERMIT REQUIREMENTS.

50. THRUST BLOCKS ARE NOT REQUIRED FOR FITTINGS ON THIS PROJECT.

51. RESTRAINED JOINTS SHALL BE REQUIRED WITHIN THE AREAS DIMENSIONED ON THE PLANS, OR A MINIMUM

OF 30 FEET OF ALL BENDS AND TEES.

52. THE COST OF PERFORMING TAPS SHALL BE INCLUDED WITH THE TAPPING SLEEVE OR SADDLE.

53. ALL STEEL TAPPING SLEEVES MUST HAVE FUSION-BONDED EPOXY COATING AND TYPE 316 STAINLESS STEEL BOLTS AND NUTS OR XYLAN COATED NUTS AND BOLTS. ALL STAINLESS STEEL TAPPING SLEEVES MUST BE TYPE 316 STAINLESS STEEL, AND TYPE 316 STAINLESS STEEL BOLTS AND NUTS OR XYLAN COATED

NUTS AND BOLTS.

54. TAPPING PVC PIPE - AWWA C-900, PRESSURE CLASS 200, DR 14 - FOR 34" 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 2" AND SMALLER WILL REQUIRE TAPPING SADDLES.

55. 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, BOLTS, AND FUSION BONDED EPOXY COATING, OR APPROVED EQUAL. WHEN TAPPING AN EXISTING DUCTILE IRON PIPE, TAPPING SADDLE WILL BE REQUIRED FOR 2" AND SMALLER TAP, SLEEVES WILL BE REQUIRED FOR TAPS GREATER THAN 2". 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 TAPPING SADDLE.

THESE REQUIREMENTS SUPERCEDE THE REQUIREMENTS STATED WITHIN "THE CITY OF OKLAHOMA CITY SPECIFICATIONS FOR WATER METERS AND WATER SERVICE INSTALLATION" PAGE 15 ITEM D TAPPING

SADDLES.

56. ALL SERVICES ARE TO BE CONNECTED TO EXISTING METER WITH NEW TYPE "K" COPPER OR PEX-A FROM PROPOSED WATER MAIN. PEX-A SHALL BE INSTALLED PER OKC STANDARDS ON OKC.GOV. BORED SERVICES WITH PEX-A SHALL REQUIRE A PVC CASING. ALL NEW LONG AND EXTRA LONG SERVICE CONNECTIONS

SHALL BE BORED UNDER THE ROADWAY.

57. ALL EXISTING METERS SHALL BE RECONNECTED AT EXISTING LOCATION, UNLESS EXISTING LOCATION IS OUTSIDE RIGHT-OF-WAY, IN A DRIVEWAY, IN AN ADA RAMP, ON A SIDEWALK OR PAVED SURFACE, WHEREIN THE METER SHALL BE RELOCATED WHERE FEASIBLE, UNLESS OTHERWISE INDICATED IN PLANS.

58. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ALL EXISTING WATER METER BOXES THAT ARE TO REMAIN WITHIN A PAVED AREA, OR TO BE RELOCATED TO A PAVED AREA, OR THOSE AREAS CONTAINING DECORATIVE PAVERS WITH AN APPROVED LOAD BEARING WATER METER BOX . LOAD BEARING WATER METER BOXES SHALL BE MANUFACTURED BY CARSON INDUSTRIES LLC., MODELS MSBCF 1730-18XL METER BOX, MSBCF 1118-18XL METER BOX, OR APPROVED EQUAL. LOAD BEARING WATER METER BOX COVERS SHALL BE MANUFACTURED BY EAST JORDAN IRON WORKS INC., MODELS MSCBC1730-R-DD DUCTILE IRON COVER W/FLIP READER LID, MSCBC 1118R-DD DUCTILE IRON COVER W/FLIP READER LID, OR APPROVED

EQUAL.

59. ALL FITTINGS SHALL HAVE JOINT RESTRAINT GLANDS INSTALLED WITH THEM, AND THE COST OF THIS SHALL BE INCLUDED IN THE COST OF EACH BEND OR FITTING. JOINT RESTRAINT GLANDS SHALL BE MEGALUG AND MANFACTURED BY EBBA IRON SALES, INC, OR APPROVED EQUAL. PVC FITTINGS SHALL BE MEGALUG, SERIES

2000PV. DUCTILE IRON PIPE FITTINGS TO BE MEGALUG, SERIES 1100.

REMOVE AND REPLACE

CONCRETE SIDEWALK

SUMMARY OF

PAY QUANTITIES

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TUG TUG TUG TUG TUG

TUG

FOCFOC

TUG TUG TUG TUG TUG TUG

TUGTUGTUGTUG

TUG TUG TUG TUG TUG

G G

G G G G G

G G G G G G G G G G

G G G G G G

G G G

P U

PUG PUG

PUG PUG PUG

P U

G P

U G

P U

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G P

G PUG

PUG PUG PUG PUG PUG PUG

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PUG PUG PUG

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PUG

FOC FOC

FOC

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SE 87TH STREET

SE 85TH STREET

SE 87TH STREET

SE 86TH STREET

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SEE SHEET NO. 9

SEE SHEET NO. 10 SEE SHEET NO. 11

. 1

LINE B

LINE C

LINE B LINE B

BM #204 BM #205

BM #206

BM #207

CP #3

CP #4

PROJECT

LOCATION 1

100' 200'

SCALE 1"=100'

SHEET

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LOCATION MAP

R-2-W

T-

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1"=2000'

VICINITY MAP

SE 74TH STREET

SE 89TH STREET

R D

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PROJECT

LOCATION

Control Point Table

Point #

CP 3

CP 4

Description

CP / SET 5/8IN IP W/CEC CP CAP

Northing

139011.6460

138720.8380

Easting

2140500.9868

2142341.0598

Elevation

1295.98'

1277.245'

Benchmark Table

Point #

BM 204

BM 205

BM 206

BM 207

Description

BM / SET CUT X TOC

Northing

138753.9

138753.6

138613.4

138643.2

Easting

2140756.6

2141171.8

2141546.0

2141943.2

Elevation

1293.70'

1289.41'

1285.91'

1279.74'

W W W W W W W W W

FOC

P U

G P

U G

TUG TUG TUG

TUG TUG TUG TUG TUG TUG

P U

G P

G PUG PUG PUG PUG PUG PUG PUG

PUG PUG

SS SS SS SS SS SS SS SS

SS SS SS SS

G G G G G G G G G G G

WWWWWWWWW

W W

W W W W W W W W W W

W W

P U

FOCFOCFOCFOCFOCFOCFOCFOCFOC

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

210037 1264.223

THRESHOLD

TH18/4IN PVC ELECTRIC /4.18FT

210038 1264.357

ELECTRICAL UNDERGROUND

EUG/DOP

SEE SHEET NO. 13

SEE SHEET NO. 14

SW 91ST STREET

SW 92ND STREET

S M

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BM #201

BM #202

BM #203

CP #2

CP #1

PROJECT

LOCATION 2

50' 100'

SCALE 1"=50'

SHEET

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LOCATION MAP

R-3-W

T-

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1"=2000'

VICINITY MAP

SW 89TH STREET

SW 104TH STREET

S W

R N

N N

PROJECT

LOCATION

Benchmark Table

Point #

BM 201

BM 202

BM 203

Description

BM / CUT X TOC

Northing

137144.3

137001.6

136827.6

Easting

2106470.2

2106086.8

2106468.0

Elevation

1261.33'

1266.88'

1261.89'

Control Point Table

Point #

CP 1

CP 2

Description

CP / SET 5/8IN IP W/CEC CP CAP

CP / SET 5/8IN IP WITH CEC CONTROL CAP

Northing

137113.5808

136803.4538

Easting

2106855.0809

2106753.7269

Elevation

1258.984'

1260.12'

W W

W W W W W

W W W W W W

W W

W W W W

FO VL

VLT

FO VL

VLT

TUG TUG TUG TUG TUG

TUG

FOCFOC

TUG TUG TUG TUG TUG TUG

TUGTUGTUGTUG

TUG TUG TUG TUG TUG

G G

G G G G G

G G

G G G G G G G G

G G G G G G

G G G

P U

PUG PUG

PUG PUG PUG

P U

G P

U G

P U

G P U

G P

G PUG

PUG PUG PUG PUG PUG PUG

P U

G P

G PUG

PUG

PUG PUG PUG

P U

FOC

PUG

FOC FOC

FOC

W W

W W W

W W W W

SE 87TH STREET

SE 85TH STREET

SE 87TH STREET

SE 86TH STREET

O N

M U

G E

R O

A D

FIRE HYDRANT

COVERAGE

LOCATION 1

100' 200'

SCALE 1"=100'

SHEET

W C

-1

E R

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-2

0% S

EXISTING FIRE HYDRANT RANGE

(500 FOOT RADIUS)

PROPOSED FIRE HYDRANT RANGE

(500 FOOT RADIUS)

LEGEND

HYDRANT

VALVE

W W W W W W W

FOC

P U

TUG TUG

TUG TUG TUG TUG TUG

P U

PUG PUG PUG PUG PUG PUG

PUG PUG

SS SS SS SS SS SS SS SS SS SS

G G G G G G G G G

WWWWWWWW

W W

W W W W W W W W

W W

P U

FOCFOCFOCFOCFOCFOCFOCFOC

FOC

FOC FOC FOC FOC FOC FOC FOC FOC

210037 1264.223

THRESHOLD

TH18/4IN PVC ELECTRIC /4.18FT

210038 1264.357

ELECTRICAL UNDERGROUND

EUG/DOP

SW 91ST STREET

SW 92ND STREET

S M

C K

Y A

U E

S B

K W

U E

FIRE HYDRANT

COVERAGE

LOCATION 2

60' 120'

SCALE 1"=60'

SHEET

W C

-1

E R

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-2

0% S

EXISTING FIRE HYDRANT RANGE

(500 FOOT RADIUS)

PROPOSED FIRE HYDRANT RANGE

(500 FOOT RADIUS)

LEGEND

HYDRANT

VALVE

8+50 9+00 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

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

E G

. C L=

EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "A"

4' M

LINE "A" - INSTALL 584 LF OF 8" C900

EXISTING CL PROFILE

OF MUZNY LANE

PROPOSED 8" C900

WATERLINE "A"

EXISTING 8" WATERLINE

PROJECT NO. WA-0525

EXISTING 8" WATERLINE

PROJECT NO. WA-0724

W L

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

EXISTING 10" SANITARY SEWER

7T H

S T.

6T H

S T.

5T H

S T.

INSTALL TYPE "A" BACKFILL

STEAMER NOZZLE

ELEV.=1298.44

STEAMER NOZZLE

ELEV.=1295.78

76 LF OF RESTRAINED

JOINT PIPE

90 LF OF RESTRAINED

JOINT PIPE

16'

BORE 18'

BORE 17'

BORE 19'

BORE

2' M

SERVICE LINES

SEVEN(7) - 1" SINGLE SHORT SERVICE (SSS)

THREE(1) - 1" METER RELOCATE

DRIVEWAY BORE TOTAL LENGTH = 88 L.F.

PIPE LEGEND

8" PVC (PUSH ON JOINT)

8" PVC (RESTRAINED JOINT)

W ABANDON WATERLINE

PROPOSED WATERLINE

97 LF OF

RESTRAINED

JOINT PIPE

ONG 2" GASLINE

2' M

ONG 2" GASLINE

ATT FOC LINE

2' M

.COX TUG LINE

A1 STA. 9+83.00 - 17.00' LT.

N=138478.33, E=2140521.70

1-8" X 8" TAPPING SLEEVE, M.J.

1-8" TAPPING VALVE AND BOX

1-MEGALUG SERIES 2008PV

FL=1295.16

A2 STA. 12+30.68 - 17.00' LT.

N=138726.00, E=2140519.71

1-8" X 6" TEE, M.J.

1-6" GATE VALVE AND BOX, M.J.

1-FIRE HYDRANT

2-MEGALUG SERIES 2008PV

3-MEGALUG SERIES 2006PV

FL=1291.45

A3 STA. 12+97.04 - 17.00' LT.

N=138792.36, E=2140519.18

1-8" GATE VALVE AND BOX, M.J.

2-MEGALUG SERIES 2008PV

FL=1290.65

A4 STA. 13+01.83 - 17.00' LT.

N=138797.15, E=2140519.14

1-8" X 8" TEE, M.J.

3-MEGALUG SERIES 2008PV

FL=1290.59

A7 STA. 15+10.72 - 8.00' LT.

N=139006.10, E=2140526.47

1-8" GATE VALVE AND BOX, M.J.

2-MEGALUG SERIES 2008PV

FL=1289.42

A8 STA. 15+14.74 - 8.00' LT.

N=139010.12, E=2140526.44

1-8" X 6" TEE, M.J.

1-6" GATE VALVE AND BOX, M.J.

1-FIRE HYDRANT

2-MEGALUG SERIES 2008PV

3-MEGALUG SERIES 2006PV

FL=1289.42

A9 STA. 15+67.00 - 8.00' LT.

N=139062.38, E=2140526.02

1-8" X 8" TAPPING SLEEVE, M.J.

1-8" TAPPING VALVE AND BOX

1-MEGALUG SERIES 2008PV

FL=1289.42

INSTALL TYPE "A" BACKFILL

STEEL ENCASEMENT

FOR 8" WATERLINE

BEGIN STA. 11+00.92

END STA. 11+10.92

A5 STA. 13+55.48 - 17.00' LT.

N=138850.80, E=2140518.71

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1290.08

A6 STA. 13+64.48 - 8.00' LT.

N=138859.87, E=2140527.64

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1290.00

35 LF OF RESTRAINED

JOINT PIPE

W W

W W W W W W W W W W W W W

W W

VLT

C P

W W

TUG TUG TUG TUG

TUG TUG TUG

TUG TUG TUG TUG TUG TUG TUG

G G G G G G G G G G G G G G G G G G G

G G

P U

PUG PUG

PUG

PUG PUG PUG

P U

G P

U G

P U

G P

U G

P U

FOC FOC FOC FOC FOCFOC

FOC FOC FOC FOC

TUG TUG TUG TUG TUG TUG TUG

PUG PUG P

U G

P U

G P

U G

EXISTING 10" SANITARY SEWER

EXISTING 8" WATERLINE

PROJECT NO. WA-0525

EXISTING 8" WATERLINE

PROJECT NO. WA-0724SE

H S

MUZNY LN.

6T H

S T.

5T H

S T.

PROPOSED 8" C900

WATERLINE "A"

PROPOSED 8" C900

WATERLINE "B"

RE: SHEET 9

EXISTING 6" WATERLINE

PROJECT NO. WA-0525

STA. 10+96.62

SSS - METER

STA. 11+38.86

SSS - METER

STA. 11+66.75

SSS - METER

STA. 12+27.68

SSS - METER

STA. 13+39.72

SSS - METER

STA. 13+84.22

SSS - METER

STA. 14+62.05

SSS - METER

86018605 86098701870587098713

5613 5612 5613 5612

252 S.Y. OF

PAVEMENT REPAIR

(CONCRETE)

CAP/ABANDON

EX. 6" DIP (N) REMOVE FIRE

HYDRANT

REMOVE FIRE

HYDRANT

CAP/ABANDON EX.

6" DIP (S)

ABANDON 6" WATERLINE

CP #3

ABANDON 6" WATERLINE

' U

' B

20' B/L 15' U/E

' B

' U

15' U/E

20' B/L

' B

15' B/L

' U

' B

15' B/L

' U

/E 20 ' B

15' B/L

' U

' B

15' B/L

' B

20' B/L

15' U/E

' B

PRES. RW PRES. RW PRES. RW

P R

E S

. R W

P R

E S

. R W

50'

P R

E S

. R W

P R

E S

. R W

60'

P R

E S

. R W

P R

E S

. R W

50'

P R

E S

. R W

P R

E S

. R W

50'

P R

E S

. R W

P R

E S

. R W

60'

PRES. RW

ATT FOC LINE

REMOVE 6" GATEVALVE

ONG 2" GASLINE ONG 2" GASLINE

COX TUG LINE

STEEL ENCASEMENT

FOR 8" WATERLINE

BEGIN STA. 11+00.92

END STA. 11+10.92

A2 A3 A4

A7 A8

15' U/E

REMOVE TREE IF NECESSARY

38 S.Y. OF PAVEMENT

REPAIR (CONCRETE)

REMOVE & REPLACE

21 L.F. CURB & GUTTER

REMOVE & REPLACE 12 L.F.

CURB & GUTTER

REMOVE & REPLACE

8 L.F. CURB & GUTTER

RELOCATE METER

REMOVE & REPLACE 142

L.F. CURB & GUTTER

PLAN & PROFILE

MUZNY LANE

WATERLINE A

CP #3 - CP/SET 5/8" IRON PIN W/CEC CP CAP

STA. 15+16.47 - 33.44' LT.

N=139011.65, E=2140500.97, ELEV=1295.98

30' 60'

SCALE 1"=30'

E PROFILE

H 1"=30' V 1"=3'

SHEET

W C-

LIN

E R

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-2

0% S

W W

W W W W W W W W W W W W W W W

FO VL

VLT

FO VL

VLT

TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG

TUG

TUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUGTUG

G G G G G G G G G G G G G G G

G G G G G G G G G G G G G G G G G G

G P U

PUG PUG PUG PUG PUG PUG PUG PUG PUG

PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG

P U

G P

U G

P U

G P

U G

P U

G P

U G

PUGPUGPUG

PUG

P U

G PUG PUG

PUG

FOC

FOC FOC FOC FOC FOC FOC FOC FOC FOC

FOC

TUGTUG

P U

G P

U G

PUG PUG PUG PUG

PUG

120011 0.000

THRESHOLD

TH15/0.5IN ELECTRIC/?

120012 0.000

ELECTRICAL UNDERGROUND

EUG/DOP120020

0.000

ELECTRICAL UNDERGROUND

EUG/OGE BURIED CABLE MONUMENT

120021 0.000

THRESHOLD

TH9/0.5IN ELECTRI CABLE/?

120022 0.000

ELECTRICAL UNDERGROUND

EUG/DOP

120023 0.000

THRESHOLD

TH9A/2.0IN TELEPHONE/3.90FT

120024 0.000

TELEPHONE UNDERGROUND

TUG/DOP

120025 0.000

THRESHOLD

TH3/GAS LANE (DNF)/5.90FT

120026 0.000

THRESHOLD

TH5/2.0IN CABLE TV/2.21FT

120027 0.000

CABLE TV

CTV/DOP

120028 0.000

THRESHOLD

TH4/5.0IN ATT FIBER/2.74FT

120029 0.000

FIBER OPTIC

FO/DOP

120041 0.000

UTILITY TEST HOLE

TEST10/4IN PVC OGE POWER MAIN/4.06

120042 0.000

ELECTRICAL UNDERGROUND

EUG/DOP

210043 0.000

ELECTRICAL UNDERGROUND

EUG/OGE CURB MONUMENT

M U

SE 86TH ST.

EXISTING 6" WATERLINE

PROJECT NO. WA-0525

PROPOSED 8" C900

WATERLINE

RE: "C" SHEET 12

17'

' 21

STA. 10+96.07

SSS - METER

STA. 11+02.31

SSS - METER STA. 12+15.36

SSS - METER STA. 12+23.35

SSS - METER

STA. 13+41.32

SSS - METER

STA. 13+35.40

SSS - METER

STA. 14+56.06

SSS - METER

STA. 14+61.79

SSS - METER

STA. 15+82.46

SSS - METERSTA. 15+77.55

SSS - METER

STA. 16+86.09

SSS - METER

STA. 16+78.56

SSS - METER STA. 17+44.28

SSS - METER

STA. 10+95.17

SLS - METER

STA. 11+01.32

SLS - METER

STA. 12+23.62

SLS - METER

STA. 12+19.58

SLS - METER STA. 13+38.17

SLS - METER

STA. 13+43.23

SLS - METER

STA. 14+55.52

SLS - METER

STA. 14+62.85

SLS - METER

STA. 15+84.04

SLS - METER

STA. 15+76.04

SLS - METER

STA. 17+38.94

SLS - METER

STA. 17+44.47

SLS - METER

27 S.Y. OF PAVEMENT

CUT AND PERMANENT

REPAIR (CONCRETE)

5701 5705 5709 5713 5717 5721 5725 5801

580057245720

5708570457005616

REMOVE

GATE VALVE

REMOVE

GATE VALVE

ABANDON 6" WATERLINE

BM #204

BM #205ATT FOC LINE

ATT FOC LINE

' B

20' U/E

' B

20' B/L

20' U/E

20' B/L

20' B/L 20' B/L

' B

20' U/E

P R

E S

. R W

P R

E S

. R W

P R

E S

. R W

P R

E S

. R W

50'

PRES. RW

' B

. R

PROPOSED 8" C900

WATERLINE "B"

PROPOSED 8"

C900 WATERLINE "A"

RE: SHEET 8

COX TUG LINE

A4 B1

B3 B4

RELOCATE METER

RELOCATE METER RELOCATE METER

RELOCATE METER

17 L.F. CURB &

GUTTER REPAIR AND

REPLACEMENT

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

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "B"

EXISTING CL PROFILE

OF SE 86 TH ST.

4' M

M U

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

W L

INSTALL

TYPE "A" BACKFILL

PROPOSED 8" C900

WATERLINE "B"

LINE "B" - INSTALL 782 LF OF 8" C900

60 LF OF RESTRAINED

JOINT PIPE

56 LF OF RESTRAINED

JOINT PIPE

SERVICE LINES

TWELVE(12) - 1" SINGLE LONG SERVICE (SLS)

THIRTEEN(13) - 1" SINGLE SHORT SERVICE (SSS)

THIRTEEN(13) - 1" SSS METER RELOCATE

DRIVEWAY BORE TOTAL LENGTH = 202 L.F.

PIPE LEGEND

8" PVC (PUSH ON JOINT)

8" PVC (RESTRAINED JOINT)

W ABANDON WATERLINE

PROPOSED WATERLINE

16'

BORE

16'

BORE

17'

BORE

16'

BORE 26'

BORE

16'

BORE

16'

BORE 17'

BORE 16'

BORE

14'

BORE

16'

BORE

A4 SEE SHEET 8

FOR STR. A4 DETAILS

B1 STA. 9+87.75 - 31.83' LT.

N=138797.19, E=2140523.89

1-8" GATE VALVE AND BOX, M.J.

2-MEGALUG SERIES 2008PV

FL=1290.49

B2 B3

B2 STA. 10+25.17 - 31.83' LT.

N=138797.49, E=2140561.31

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1289.65

B3 STA. 10+36.00 - 21.00' LT.

N=138786.74, E=2140572.23

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1289.62

B4 STA. 16+05.25 - 21.19' LT.

N=138791.31, E=2141142.36

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1283.16

B5 STA. 16+53.37 - 19.75' LT.

N=138781.35, E=2141194.61

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1283.16

2' M

COX TUG LINE

OGE PUG LINE

2' M

OGE PUG LINE

16'

BORE

SHEET

W C

-1

E R

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-2

0% S

30' 60'

SCALE 1"=30'

E PROFILE

H 1"=30' V 1"=3'

BM #204 - SET CUT "X" TOP OF CURB

STA. 12+20.09 - 13.27' RT.

N=138753.90, E=2140756.60, ELEV=1293.70

BM #205 - SET CUT "X" TOP OF CURB

STA. 16+38.35 - 12.80' RT.

N=138753.60, E=2141171.80, ELEV=1289.41

PLAN & PROFILE

SE 86TH STREET

WATERLINE B

W W W W W W W W W W W W W W W

W W

VLT

TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG

TUG

TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG

G G G G G G G G G G G G G G G G G G

G G G G G G G G G G G G

PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG

PUG

PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG

FOC

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

PUG

120011 0.000

THRESHOLD

TH15/0.5IN ELECTRIC/?

120012 0.000

ELECTRICAL UNDERGROUND

EUG/DOP

120015 0.000

ELECTRICAL UNDERGROUND

EUG/OGEBURIED CABLE MONUMENT

SE 86TH ST.

PROPOSED 8" C900

WATERLINE

RE: "C" SHEET 12

' 21

SSS - METER

STA. 20+25.84

SSS - METER STA. 21+46.72

SSS - METER

STA. 21+53.29

SSS - METER

STA. 22+65.57

SSS - METER

STA. 22+70.63

SSS - METER

STA. 23+90.46

SSS - METER

STA. 23+86.89

SSS - METER

STA. 25+11.14

SSS - METER

STA. 25+06.65

SSS - METER

STA. 25+71.18

SSS - METER

STA. 17+38.94

SLS - METER

STA. 17+44.47

SLS - METER

STA. 19+58.08

SLS - METER

STA. 19+33.25

SLS - METER

STA. 20+47.96

SLS - METER

STA. 20+95.73

SLS - METER

STA. 22+04.21

SLS - METER

STA. 21+74.86

SLS - METER

STA. 22+95.17

SLS - METER STA. 23+22.43

SLS - METER

STA. 24+24.39

SLS - METER

STA. 24+30.90

SLS - METER

STA. 25+49.45

SLS - METER

STA. 25+44.18

SLS - METER

5925 6001 6005 6009

600059285924

STA. 18+63.09

SLS - METER

REMOVE FIRE

HYDRANT AND

GATE VALVES

REMOVE

GATE VALVE

ABANDON 6" WATERLINEBM #206

BM #207

ATT FOC LINE

15' U/E

' B

20' U/E

20' B/L

' B /L

20' U/E

' B

20' B/L 20' B/L

20' U/E

20' B/L

20' U/E

. R W

50'

PRES. RW

PROPOSED 8" C900

WATERLINE "B"

ABANDON 8" WATERLINE

COX TUG LINE

BORE & STEEL ENCASEMENT

FOR 8" WATERLINE

BEGIN STA. 18+17.35

END STA. 18+69.35

B8 B9

B10 B11

B6 B7

RELOCATE METER

RELOCATE METER RELOCATE METER

17+50 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 G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "B"

EXISTING CL PROFILE

OF SE 86 TH ST.

4' M

N Y

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

W L

COX TUG LINE

PROPOSED 8" C900

WATERLINE "B"

LINE "B" - INSTALL 790 LF OF 8" C900

220 LF OF RESTRAINED

JOINT PIPE

STEAMER NOZZLE

ELEV.=1290.30

BORE

19'

BORE

17'

BORE 28'

BORE

16'

BORE 27'

BORE

16'

BORE 17'

BORE 27'

BORE 16'

BORE

17'

BORE

PIPE LEGEND

8" PVC (PUSH ON JOINT)

8" PVC (RESTRAINED JOINT)

W ABANDON WATERLINE

PROPOSED WATERLINE

SERVICE LINES

THIRTEEN(13) - 1" SINGLE LONG SERVICE (SLS)

NINE(9) - 1" SINGLE SHORT SERVICE (SSS)

EIGHT(8) - 1" SLS METER RELOCATE

NINE(9) - 1" SSS METER RELOCATE

DRIVEWAY BORE TOTAL LENGTH = 216 L.F.

2' M

STA. 18+17.35

BEGIN BORE & STEEL

ENCASEMENT

FOR 8" WATERLINE

STA. 18+69.35

END BORE & STEEL

ENCASEMENT

FOR 8" WATERLINE

B6 STA. 18+00.47 - 21.00' LT.

N=138713.45, E=2141329.69

1-8" GATE VALVE AND BOX, M.J.

2-MEGALUG SERIES 2008PV

FL=1282.98

B7 STA. 18+05.47 - 21.00' LT.

N=138711.02, E=2141334.06

1-8" X 8" CROSS, M.J.

4-MEGALUG SERIES 2008PV

FL=1282.93

B8 STA. 18+88.30 - 21.00' LT.

N=138670.79, E=2141406.46

1-8" X 6" TEE, M.J.

1-6" GATE VALVE AND BOX, M.J.

1-FIRE HYDRANT

2-MEGALUG SERIES 2008PV

3-MEGALUG SERIES 2006PV

FL=1282.93

B9 STA. 18+93.05 - 21.00' LT.

N=138668.48, E=2141410.62

1-8" GATE VALVE AND BOX, M.J.

2-MEGALUG SERIES 2008PV

FL=1282.92

B10 B11

B10 STA. 19+31.08 - 20.02' LT.

N=138653.96, E=2141441.34

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1282.78

B11 STA. 19+75.01 - 20.33' LT.

N=138646.62, E=2141479.83

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1282.46

SHEET

W C

-1

E R

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-2

0% S

. 2 5+

30' 60'

SCALE 1"=30'

E PROFILE

H 1"=30' V 1"=3'

BM #206 - SET CUT "X" TOP OF CURB

STA. 20+42.78 - 12.75' RT.

N=138613.40, E=2141546.00, ELEV=1285.91

BM #207 - SET CUT "X" TOP OF CURB

STA. 24+40.21 - 13.92' LT.

N=138643.20, E=2141943.20, ELEV=1279.74

PLAN & PROFILE

W W W W

S S

VLT

TUG TUG TUG

TUG TUG TUG TUG

G G G G G G G G G

G G G G

G G G G G G G

PUG PUG

P U

G P

U G

P U

G P

U G

P U

PUG PUG PUG PUG

FOC FOC FOC FOC

FOC

PUG PUG PUG PUG PUG

CP4

0.000

CONTROL POINT

120000 0.000

THRESHOLD

TH12 /0.5 ELECTRIC CABLE/0.8FT

120001 0.000

ELECTRICAL UNDERGROUND

EUG/DOP

120004 0.000

THRESHOLD

TH11/6IN PVC ELECTRIC MAIN/4.37

120005 0.000

ELECTRICAL UNDERGROUND

EUG/ DOP

120006 0.000

ELECTRICAL UNDERGROUND

EUG

0 28 +0

0 29 +0

SE 86TH ST.

PRAIRIE RIDG

E RD.

PROPOSED 8" C900

WATERLINE "B"

EXISTING 10"

SANITARY SEWER

STA. 25+71.18

SSS - METER

STA. 26+41.30

SSS - METER

STA. 26+72.45

SLS - METER

24 S.Y. OF PAVEMENT REPAIR

(CONCRETE)

REMOVE & REPLACE 16 L.F. CURB

AND GUTTER

6017 6021

60166012

REMOVE GATE VALVE

ABANDON 6" WATERLINE

CP #4

ATT FOC LINE

' U

20' U/E

20' B/L

15' B/L

20' B/L

15' B/L

20' B/L

PRES. RW

50'

ES. R

EXISTING 54" RCP

CAP/ABANDON

EX. 6" DIP (W)

STA. 27+09.17

SLS - METER

STA. 27+30.71

SSS - METER DESIGN

FOR SIDEWALK

STA. 27+37.23

SSS - METER DESIGN

FOR SIDEWALK

32 S.Y. OF PAVEMENT

REPAIR (CONCRETE)

REMOVE & REPLACE 17 L.F.

CURB AND GUTTERREMOVE & REPLACE

19 S.Y. OF SIDEWALK

EXISTING 8" WATERLINE

PROJECT NO. WA-0228

STEEL ENCASEMENT

FOR 8" WATERLINE

BEGIN STA. 26+27.86

END STA. 26+37.86

B16

B17

B18 B19

B20

B21

B24RELOCATE METER

RELOCATE

METER

B22

B23

B13

B14

B15

B12

8 S.Y. OF

REMOVE &

REPLACE

DRIVEWAY

26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50

25+50 26+00 26+50

E G

C L=

E G

C L=

E G

C L=

G E

R D

EXISTING 10"

SANITARY SEWER

EXISTING CL PROFILE

OF SE 86 TH ST.

4' M

EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "B"

6T H

S T.

E G

. W L=

E G

. W L=

E G

. W L=

W L

INSTALL

TYPE "A"

BACKFILL

4' M

EXISTING 54" RCP

PROPOSED 8" C900

WATERLINE "B"

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

W L

INSTALL TYPE "A" BACKFILL

LINE "B" - INSTALL 351 LF

OF 8" C900

BORE

17'

BORE

27'

BORE

72 LF OF RESTRAINED

JOINT PIPE

100 LF OF RESTRAINED

JOINT PIPE

PIPE LEGEND

8" PVC (PUSH ON JOINT)

8" PVC (RESTRAINED JOINT)

W ABANDON WATERLINE

PROPOSED WATERLINE

SERVICE LINES

TWO(2) - 1" SINGLE LONG SERVICE REPLACEMENT (SLS)

FOUR(4) - 1" SINGLE SHORT SERVICE REPLACEMENT (SSS)

FOUR(4) - 1" SSS METER RELOCATE

NOTE: ALL METERS PLACED IN SIDEWALK SHALL BE

TRAFFIC RATED

DRIVEWAY BORE TOTAL LENGTH = 76 L.F.

ATT FOC LINE

2' M

B16

B17

B16 STA. 26+83.63 - 20.92' LT.

N=138652.17, E=2142186.10

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1271.52

B17 STA. 26+86.54 - 18.01' LT.

N=138649.37, E=2142188.95

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1271.51

B18 B19

B18 STA. 26+85.47 - 16.24' RT.

N=138615.10, E=2142189.22

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1270.69

B19 STA. 26+88.07 - 19.16' RT.

N=138612.30, E=2142192.07

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1270.69

B20 B21

B20 STA. 27+79.35 - 21.44' RT.

N=138627.24, E=2142287.10

1-8" X 45 DEGREE BEND, M.J. (ROTATED)

2-MEGALUG SERIES 2008PV

FL=1272.63

B21 STA. 27+94.54 - 36.62' RT.

N=138617.24, E=2142306.10

1-8" X 45 DEGREE BEND, M.J.(ROTATED)

2-MEGALUG SERIES 2008PV

FL=1273.70

B24

B24 STA. 28+54.58 - 35.97' RT.

N=138634.33, E=2142361.19

1-8" X 8" TAPPING SLEEVE, M.J.

1-8" TAPPING VALVE AND BOX

1-MEGALUG SERIES 2008PV

FL=1272.24

2' M

EXISTING 6" WATER LINE

TO BE ABANDONED

B22

B23

B22 STA. 28+11.32 - 36.62' RT.

N=138622.21, E=2142322.13

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1273.70

B23 STA. 28+17.16 - 36.62' RT.

N=138623.94, E=2142327.71

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1272.24

STEEL ENCASEMENT

FOR 8" WATERLINE

BEGIN STA. 26+27.86

END STA. 26+37.86

OGE PUG LINE

ATT FOC LINE

B15

B12

B13 B14

B12 STA. 26+17.51 - 21.00' LT.

N=138651.66, E=2142120.48

1-8" X 22.5 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1273.70

B13 STA. 26+26.07 - 21.00' LT.

N=138651.72, E=2142129.04

1-8" X 22.5 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1269.42

B15 STA. 26+44.08 - 21.00' LT.

N=138651.87, E=2142147.06

1-8" X 22.5 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1271.66

B14 STA. 26+39.61 - 21.00' LT.

N=138651.83, E=2142142.59

1-8" X 22.5 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1269.42

42 LF OF RESTRAINED

JOINT PIPE

SHEET

W C

-1

E R

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-2

0% S

. 2 5+

30' 60'

SCALE 1"=30'

E PROFILE

H 1"=30' V 1"=3'

0CP #4 - CP/SET 5/8" IRON PIN W/CEC CP CAP

STA. 28+55.12 - 52.85' LT.

N=138720.84, E=2142341.06, ELEV=1277.25

PLAN & PROFILE

1272 1273

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

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

E G

C L=

EXISTING GROUND PROFILE

OF PROPOSED WATERLINE "C"

EXISTING CL PROFILE

OF JENNY LANE

7T H

S T.

6T H

S T.

5T H

S T.

4' M

LINE "C" - INSTALL 757 LF OF 8" C900

EXISTING 8" WATERLINE

PROJECT NO. WA-0721

EXISTING 10" SANITARY SEWER

INSTALL

TYPE "A"

BACKFILL

INSTALL

TYPE "A"

BACKFILL

INSTALL TYPE "A"

BACKFILL

EXISTING 8" WATERLINE

PROJECT NO. WC-0724

COX TUG LINE

ONG 2" GASLINE

2' M

COX TUG LINE

2' M

ONG 2" GASLINE

2' M

COX TUG LINE

2' M

COX TUG LINE

16'

BORE 19'

BORE 16'

BORE

17'

BORE

80 LF OF RESTRAINED

JOINT PIPE

125 LF OF RESTRAINED

JOINT PIPE

92 LF OF RESTRAINED

JOINT PIPE

PROPOSED 8" C900

WATERLINE "C"

SERVICE LINES

THREE(3) - 1" SINGLE SHORT SERVICE (SSS)

ONE(1) - 1" SSS METER RELOCATE

DRIVEWAY BORE TOTAL LENGTH = 68 L.F.

PIPE LEGEND

8" PVC (PUSH ON JOINT)

8" PVC (RESTRAINED JOINT)

ABANDON WATERLINE

PROPOSED WATERLINEC1

C2 C3

C1 STA. 9+83.00 - 37.43' LT.

N=138326.95, E=2141268.22

1-8" X 8" TAPPING SLEEVE, M.J.

1-8" TAPPING VALVE AND BOX

1-MEGALUG SERIES 2008PV

FL=1286.85

C2 STA. 10+31.91 - 37.43' LT.

N=138375.86, E=2141267.84

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1286.85

C3 STA. 10+52.34 - 17.00' LT.

N=138396.45, E=2141288.11

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1286.53

C4 C5

C4 STA. 11+94.42 - 18.20' LT.

N=138540.28, E=2141286.97

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1284.49

C5 STA. 12+54.03 - 20.19' LT.

N=138603.54, E=2141299.03

1-8" X 11.25 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1284.26

C6 STA. 12+92.07 - 20.29' LT.

N=138641.05, E=2141316.12

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1283.56

C7 STA. 13+10.37 - 38.58' LT.

N=138665.93, E=2141309.01

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1283.11

B7 C10

C8 STA. 13+57.38 - 38.58' LT.

N=138707.03, E=2141331.84

1-8" GATE VALVE AND BOX, M.J.

2-MEGALUG SERIES 2008PV

FL=1282.93

C9 STA. 13+66.43 - 38.58' LT.

N=138714.94, E=2141336.24

1-8" GATE VALVE AND BOX, M.J.

2-MEGALUG SERIES 2008PV

FL=1282.93

B7 SEE SHEET 10

FOR STR. B7 DETAILS

C10 STA. 13+70.95 - 38.58' LT.

N=138718.88, E=2141338.43

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1282.93

C11

C11 STA. 13+92.53 - 17.00' LT.

N=138727.27, E=2141367.78

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1282.93

C12 C13

C12 STA. 16+18.00 - 17.00' LT.

N=138924.36, E=2141477.29

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1278.23

C13 STA. 16+40.71 - 39.71' LT.

N=138955.24, E=2141468.47

1-8" X 45 DEGREE BEND, M.J.

2-MEGALUG SERIES 2008PV

FL=1278.12

C14

C14 STA. 16+96.18 - 39.71' LT.

N=139003.73, E=2141495.41

1-8" X 8" TAPPING SLEEVE, M.J.

1-8" TAPPING VALVE AND BOX

1-MEGALUG SERIES 2008PV

FL=1278.12

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

E G

. W L=

W L

EXISTING PUG LINE EXISTING PUG LINE

EXISTING PUG LINE

W W

W W W W W W W W W

W W

FOVLT

TUG

TUG TUG TUG TUG TUG

G G

PUG

P U

G P

U G

P U

PUG

P U

G P

U G

P U

PUG

TUG

TUG TUG TUG TUG TUG TUG TUG TUG

P U

G P

U G

P U

PUG

PUGPUGPUG

120007 0.000

THRESHOLD

TH16/2IN ELECTRIC/1.91FT

120008 0.000

ELECTRICAL UNDERGROUND

EUG/DOP

120009 0.000

THRESHOLD

TH17/2INPOSSIBLE GAS/3.52FT

120010 0.000

GAS LINE

GL/DOP

120011 0.000

THRESHOLD

TH15/0.5IN ELECTRIC/?

120012 0.000

ELECTRICAL UNDERGROUND

EUG/DOP

120013

0.000

THRESHO

TH14/2IN ELECTRIC M

AIN/4.09

120014

0.000

ELECTRICAL UNDERG

UND

EUG

/DO

120015

0.000

ELECTRICAL UNDERG

UND

EUG

EBURIED CABLE M

NUM

ENT

120039 0.000

UTILITY TEST HOLE

TEST13/2IN POLY/3.02FT

120040 0.000

GAS LINE

GL/DOP

9+50

10+00

11+00

12+00

SE 87TH ST.

SE 86TH ST.

5T H

S T.

JENNY LN.

20' B/L

15' B/L 10' U/E

10' U/E

15' B/L

5' U/E

7.5' U/E

20' B/L

15' B/L

' U

5' U

20' B/L

15' B/L

20' B/L

15' B/L

' U

15' B/L

' B

15' B/L

' U

' B

20' B/L

PRES. RW

50'

PRES. RW

50'

P R

E S

. R W

P R

E S

. R W

50'

PRES. RW

EXISTING 8" WATERLINE

PROJECT NO. WA-0721

EXISTING 10"

SANITARY SEWER

EXISTING 8" WATERLINE

PROJECT NO. WC-0724

ONG 2" GASLINE

COX TUG LINE

17'

PROPOSED 8" WATERLINE "B"

PROPOSED 8" C900

WATERLINE "C"

21'

CAP/ABANDON

EX. 8" DIP (N)

ABANDON 6" WATERLINE

REMOVE 8" GATE VALVE

CAP/ABANDON

EX. 8" DIP (S)ABANDON 8" WATERLINE

C5 C6

C10

C11 C12

C13 C14

25 S.Y. OF PAVEMENT

CUT AND PERMANENT

REPAIR (CONCRETE)

25 S.Y. OF PAVEMENT

REPAIR (CONCRETE)

31 S.Y. OF PAVEMENT

REPAIR (CONCRETE)

REMOVE & REPLACE

9 S.Y. OF SIDEWALK

STA. 10+54.13

SSS - METER

STA. 11+64.78

SSS - METER

STA. 11+68.25

SSS - METER

PROP. 8" WATERLINE "B"

RE: SHEET 10

MOVE AND REPLACE

DECORATIVE BOULDERS

WITH CARE (INCIDENTAL)

RELOCATE METER

REMOVE & REPLACE

16 LF OF CURB AND

GUTTER

REMOVE & REPLACE

16 LF OF CURB AND

GUTTER

REMOVE & REPLACE

16 LF OF CURB AND

GUTTER

PLAN & PROFILE

JENNY LANE

WATERLINE C

30' 60'

SCALE 1"=30'

E PROFILE

H 1"=30' V 1"=3'

SHEET

W C

-1

E R

M A

Y, O

O M

C O

W . M

L R

M A

Y, O

O M

W W

W .C

O N

.C O

E O

F O

K C

O F

O R

C A#

: 3

: 2

-3

C O

D R

P R

O F

Y M

O D

N O

R U

H O

U T

W R

N A

O R

O F

R O

N H

R Y

C R

O N

N O

D R

B Y:

D B

T N

W C

-1

T D

H O

W N

SHEET NAME

-2

0% S

FOC FOC

TUG TUG TUG TUG TUG

TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG TUG

PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG PUG

PUG

PUG PUG

SS SS SS SS SS SS SS SS SS SS SS SS SS SS

SS SS

G G G G G G G G G G G G G G G

G G

W W

W W W W W W W W W W W W W W W W W

W W

P U

G P

U G

FOC

FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC

8+00

9+00

K W

SW 91ST ST.

C K

Y A

ABANDON 6" WATERLINE

PROPOSED 8" C900

WATERLINE "D"

REMOVE FIRE HYDRANT

AND GATE VALVE

STA. 14+46.77

SSS - METER

STA. 13+90.67

SSS - METER

STA. 13+18.19

SSS - METER

STA. 12+36.91

SSS - METER

STA. 11+58.94

SSS - METER

STA. 11+07.76

SSS - METER

STA. 9+97.39

SSS - METER

STA. 8+26.71

SLS - METER

STA. 8+75.54

SXLS - METER

STA. 9+00.30

SXLS - METER

STA. 9+48.47

SXLS - METER

STA. 9+85.81

SXLS - METER STA. 10+27.18

SXLS - METER

STA. 11+06.69

SLS - METER

STA. 11+42.45

SLS - METER

STA. 12+00.88

SLS - METER

STA. 12+78.94

SLS - METER

STA. 13+30.43

SLS - METER

STA. 13+94.48

SLS - METER

STA. 14+66.97

SLS - METER

STA. 15+08.10

SLS - METER

45 S.Y. OF PAVEMENT

REP…

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File details come from the government source that posted it. Updated May 8, 2025.