F-1907C - Addendum No 2.pdf

Project:

Project Number:

Bid Closing Date:

Company:

Name:

Signature:

Tile:

Date:

December 12, 2019

F-1907C

400 Block E Randolph Avenue over North Boggy Creek Bridge Replacement

ADDENDUM NO. 2

ACKNOWLEDGEMENT PAGE

December 5, 2019

1 201 (A) 102 LSUM 1

2 202 (A) 183 CY 430

3 202 (D) 184 CY 840

4 230 (A) 2806 SY 232

5 240 (A) - EA 4

6 611 (A) 2657 EA 2

7 611 (B) 2680 VF 7

8 619 (B) 2500 LSUM 1

9 619 (B) 4726 LF 140

10 619 (B) 4741 EA 1

11 619 (B) 4742 EA 2

12 619 (B) 5918 LF 17

13 619 (B) 5918 LF 45

14 619 (B) - SY 599

15 619 (B) - SY 445

16 641 1552 LSUM 1

17 642 (B) 96 LSUM 1

18 855 (A) 8812 LF 158

19 855 (A) 8825 LF 63

20 880 (J) 8905 LSUM 1

21 303 (A) 2100 CY 207

22 414 (B / G) 5275 / 5725 SY 583

23 609 (B) 383 LF 80

24 610 (A) 602 SY 36

25 610 (B) 604 SY 387

26 610 (I) 4610 SF 20

27 611 (G) 5112 EA 5

28 - - EA 12

29 613 (A) 403 LF 17

30 613 (A) 491 LF 85

31 613 (A) 492 LF 45

32 303 (A) 2100 CY 514

33 501 (G) 6315 CY 27

34 509 (A) 1326 CY 224

35 511 (A) 1332 LB 36540

36 616 (A) 5122 LF 290

37 616 (D) 1080 EA 2

38 616 (G) 1195 LSUM 1

39 616 (O) 400 EA 6

40 616 (T) 560 EA 2

41 616 (T) 570 EA 1

42 616 (R) 565 EA 1

43 202 (A) 183 CY 750

BID ALTERNATE

FIRE HYDRANT AND ASSEMBLY

8" 45 DEGREES FITTING

8" X 8" TEE

8" X 6" TEE

8" X 6" REDUCER

8" GATE VALVE

TACTILE WARNING DEVICE - NEW (TYPE B)

INLET CI DES. 2 (STD)

INLET - NEENAH GRATE R-3501-U

15" STORM SEWER

18" STORM SEWER

24" STORM SEWER

AGGREGATE BASE TYPE A

CLSM BACKFILL

CLASS AA CONCRETE

REINFORCING STEEL

8" DUCTILE IRON PIPE

6" CONCRETE DRIVEWAY

MOBILIZATION

CONSTRUCTION STAKING LEVEL II

TRAFFIC STRIPE (PLASTIC) (4" WIDE)

TRAFFIC STRIPE (PLASTIC) (24" WIDE)

TRAFFIC CONTROL

AGGREGATE BASE TYPE A

DOWEL JOINTED P.C.C. FOR PAVEMENT (9")

COMBINED CURB & GUTTER (6" BARRIER)

4" CONCRETE SIDEWALK

UNCLASSIFIED EXCAVATION

UNCLASSIFIED BORROW

REMOVAL OF CONCRETE

SOLID SLAB SODDING

RELOCATING TREES 6" TO 12" IN DIAMETER

MANHOLE (4' DIAMETER)

ADDITIONAL DEPTH IN MANHOLE (4' DIAMETER)

REMOVAL OF BRIDGE ITEMS

REMOVAL OF CURB AND GUTTER

REMOVAL OF DRAINAGE INLETS

REMOVAL OF MANHOLES

REMOVAL OF EXISTING PIPE (15" STRM. SEW.)

REMOVAL OF EXISTING PIPE (24" STRM. SEW.)

REMOVAL OF PAVEMENT

BID PROPOSAL FORM 12/5/2019

CITY OF ENID

400 BLOCK E. RANDOLPH AVE OVER NORTH BOGGY CREEK BRIDGE REPLACEMENT

PROJECT NO. F-1907C

CALENDAR DAYS FOR CONSTRUCTION ______________________________________________________________________________________________

ITEM NO. ODOT SPEC. NO. BID ITEM DESCRIPTION

PAY QUANTITIES

UNIT QUANTITY UNIT PRICE TOTAL PRICE

ALL ITEMS TO INCLUDE ANY OTHER APPUTENANCES NECESSARY TO PROVIDE A COMPLETE AND OPERABLE

SYSTEM AS DESCRIBED IN THE SPECIFICATIONS.

TOTAL BASE BID $_________________________________________________________________________________________________________________

TOTAL BASE BID IN WORDS ________________________________________________________________________________________________________

UNCLASSIFIED EXCAVATION

CLEARING AND GRUBBING

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PROCTOR DENSITY.

TRENCH BACKFILL MATERIAL SHALL BE CRUSHED STONE BACKFILL COMPACTED TO 100% STANDARD

16. WATER AND SEWER MAIN TRENCH INSTALLATIONS SHALL CONFORM TO CITY STANDARD DETAILS. ALL

OTHER COSTS SHALL BE CONSIDERED INCIDENTAL.

BE SEALED WITH NON-SHRINK GROUT. FITTINGS SHALL BE PAID AT THE CONTRACT BID PRICE AND ALL

COMPLETELY REMOVED AND A NEW LINE SEGMENT SLEEVED IN. THE END OF ABANDONED PIPE SHALL

LINES BY PLUGGING THE LIVE LINE CROSS OR TEE WITH AN M.J. PLUG. LEAD JOINT FITTINGS SHALL BE

15. ALL LINES WHICH ARE TO REMAIN IN SERVICE SHALL BE COMPLETELY DISCONNECTED FROM ABANDONED

IN THE PRICE BID FOR “SANITARY SEWER PIPE (PVC C900 DR18 OR POLYBOND D.I. PIPE CLASS 51).

FOLLOW SPECIFICATIONS AS SET IN SECTION 0300 “SEWERLINE CONSTRUCTION”. COST SHALL BE INCLUDED

LOCATIONS AS DIRECTED BY THE ENGINEER. MATERIALS AND METHODS FOR TRENCHING/BACKFILL SHALL

CONTRACTOR SHALL FURNISH AND INSTALL (COMPLETE) THE REQUIRED TYPE AND LENGTH OF PIPE AT

LOCATIONS WHERE THE MINIMUM SPACING REQUIREMENT WITH WATER MAINS CANNOT BE ACHIEVED. THE

14. PVC (AWWA C900 DR18) OR POLYBOND LINED D.I. (CLASS 51) SANITARY SEWER PIPE MAY BE REQUIRED AT

FOR SERVICE TAPS OR TAPPING SADDLE AND VALVE.

13. ALL TAPS SHALL BE ACCOMPLISHED BY THE CONTRACTOR. COST SHALL BE INCLUDED IN THE PRICE BID

GROUND TO THE TOP OF THE PIPE UNLESS SPECIFIED OTHERWISE.

12. MINIMUM COVER FOR THE WATERLINE INSTALLATION SHALL BE THIRTY INCHES (30") FROM THE TOP OF

SALVAGING, IMPORTING, AND PLACING TOPSOIL SHALL BE INCLUDED IN THE UNIT PRICE FOR “GRASSING”.

11. THE CONTRACTOR SHALL PLACE A 4" THICK LAYER OF TOPSOIL ON ALL AREAS TO BE GRASSED. THE PRICE OF

SERVICE LINES. COST TO BE INCLUDED IN THE UNIT PRICE FOR PIPE.

10. ALL BACKFILL FOR WATERLINE TRENCHING SHALL BE WATER JETTED AFTER THE CONNECTION OF ALL

9. ALL LINES AND FITTINGS SHALL BE THRUST BLOCKED IN ACCORDANCE WITH CITY WATER STANDARDS.

TO THE CITY YARD.

WITH CONCRETE. SALVAGED VALVE BOXES AND LIDS SHALL BE DELIVERED BY THE CONTRACTOR

CANNOT BE EASILY REMOVED, THE CONTRACTOR SHALL REMOVE THE LID AND FILL THE BOX

PAVED AND BACKFILL HOLE WITH SUITABLE MATERIAL. IN PAVED AREAS WHERE THE VALVE BOX

8. THE CONTRACTOR SHALL REMOVE VALVE BOXES FROM VALVES TO BE ABANDONED IN AREAS NOT

BY THE ENGINEER. COSTS TO BE INCLUDED WITH PRICE BID FOR OTHER ITEMS.

CONDITION AND DELIVERED TO THE CITY YARD DURING NORMAL WORKING HOURS AS DIRECTED

7. EXISTING FIRE HYDRANTS AND RELATED VALVES SHALL BE REMOVED AND SALVAGED IN GOOD

OPERATIONAL.

6. ALL NEW FIRE HYDRANTS SHALL BE COVERED WITH A BURLAP BAG UNTIL SUCH TIME AS THEY ARE

PERSONS PRIOR TO SHUTTING OFF A WATER MAIN.

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DOOR-TO-DOOR NOTIFICATION OF ALL AFFECTED

CITY.

4. THE CONTRACTOR SHALL COORDINATE TIE-INS OF NEW WATERLINES TO EXISTING LINES WITH THE

96 HOURS IN ADVANCE OF REQUIRED VALVE OPERATIONS.

NOTIFY THE PUBLIC WORKS/ENGINEERING DEPARTMENT A MINIMUM OF

3. ALL WATER MAIN VALVES SHALL BE OPERATED ONLY BY CITY PERSONNEL. THE CONTRACTOR SHALL

REQUIRED BY FIELD ENGINEER.

2. FENCES AND MAILBOXES SHALL BE REMOVED AND REINSTALLED BY THE CONTRACTOR IF

1. WATER MAINS SHALL BE CAPPED IF REQUIRED FOR TESTING, PRIOR TO ESTABLISHING TIE-INS.

UTILITY NOTES:

THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STREET CLOSURE PER MUTCD, ODOT AND CITY STANDARDS.

1. E RANDOLPH AVE AND N 4TH ST INTERSECTION WILL BE CLOSED DURING CONSTRUCTION. DURING THAT TIME

TRAFFIC CONTROL NOTES:

ENGINEER. ALL COSTS TO REMOVE/REPLACE SHEDS SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS.

LOCATED ON EXISTING EASEMENTS. SHEDS SHALL NOT BE MOVED UNLESS AUTHORIZED BY THE CITY

24. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE ANY SHEDS OR OTHER STRUCTURES

AS DIRECTED BY THE CITY ENGINEER.

CLOSE TO THE REMAINING WATERLINE AS POSSIBLE AND A MECHANICAL JOINT CAP OR PLUG INSTALLED

23. ALL WATER MAINS OR SERVICE LINES THAT ARE TO BE ABANDONED SHALL BE PHYSICALLY SEVERED AS

SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS.

ON THE PROPERTY OWNER'S LAND OR DISPOSED OF OFF-SITE AS DIRECTED BY THE ENGINEER. ALL COSTS

SHALL NOT BE REMOVED UNLESS SO DIRECTED BY THE ENGINEER. SHRUBS SO REMOVED SHALL BE PLACED

22. THE CONTRACTOR SHALL TAKE SPECIAL CARE NOT TO DAMAGE TREES AND SHRUBS. TREES AND SHRUBS

SHALL BE REMOVED.

APPEARANCE. COST SHALL BE INCLUDED IN THE PRICE BID FOR OTHER ITEMS. ALL LARGE STONES

21. THE CONTRACTOR SHALL LEVEL ALL DISTURBED AREAS WITH TOPSOIL AND HAND RAKE TO A UNIFORM

IN OTHER ITEMS OF WORK.

BACKFILL BEHIND CURBS AND DRIVES. THIS IS NOT A PAY ITEM, BUT COST OF SAME IS TO BE INCLUDED

20. THE CONTRACTOR SHALL REMOVE AND STOCKPILE ALL SALVAGED TOPSOIL TO BE USED LATER AS

BID FOR OTHER ITEMS.

AND PROPER MAINTENANCE IS CONSIDERED TO BE INCIDENTAL AND SHALL BE INCLUDED IN THE PRICE

CONSTRUCTION. THE METHOD OF APPLICATION SHALL BE SOLID SLAB SOD. THE PRICE FOR WATERING

19. THE CONTRACTOR SHALL ESTABLISH A HEALTHY STAND OF TURF OVER AREAS DISTURBED DURING

COMPACTED TO 95% STANDARD PROCTOR DENSITY.

18. ALL EXCAVATION WITHIN 2' OF PAVEMENT, DRIVEWAY, OR SIDEWALK SHALL BE BACKFILLED AND

STANDARD SPECIFICATIONS AND DETAILS.

17. ALL GRADING AND SURFACING SHALL BE IN ACCORDANCE WITH THE PLAN SHEETS AND THE CITY'S

FOR THE PROJECT.

16. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SURVEYING AND CONSTRUCTION STAKING

PASSES PER LOAD.

SHALL BE THE CONTRACTOR'S RESPONSIBILITY AT NO ADDITIONAL COST. CITY WILL ISSUE LANDFILL

15. ANY SURPLUS EXCAVATION SHALL BECOME THE PROPERTY OF THE CONTRACTOR, AND DISPOSAL

14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ELEVATIONS PRIOR TO THE START OF WORK.

THE CONTRACTOR UNIT PRICE FOR FENCES AS DIRECTED BY THE CITY ENGINEER.

DISPOSE OF THE ITEMS AS DIRECTED BY THE CITY ENGINEER. FENCES SHALL BE REINSTALLED AT

CONSTRUCTION AND ARE IN THE WAY OF CONSTRUCTION, THE CONTRACTOR SHALL REMOVE AND

PROPERTY WHICH THEY INTEND TO KEEP. IF THE ITEMS ARE NOT REMOVED AT THE TIME OF

BE THE OWNER'S RESPONSIBILITY TO REMOVE OR RELOCATE FENCES, TREES, SHRUBS OR OTHER

13. PROPERTY OWNERS WILL BE NOTIFIED BY THE CITY, PRIOR TO CONSTRUCTION, THAT IT WILL

SPECIFIED ON THE PLAN DOCUMENTS. IN ACCORDANCE WITH THE CITY'S STANDARD DETAILS.

12. EXISTING CONCRETE DRIVES WILL BE REPLACED WITH 6" MIN. CLASS 3500 PSI CONCRETE AS

SHALL ACCOMODATE DISABLED RESIDENTS.

THE RESPECTIVE PROPERTY OWNERS AND TENANTS, IF PROPERTY IS RENTED. CONTRACTOR

11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL DRIVEWAY CLOSINGS WITH

10. ALL SIDEWALK AND PAVED DRIVEWAY REMOVALS SHALL BE BOUNDED BY JOINTS OR SAWCUTS.

LOCATION PER MUTCD (CITY TO PROVIDE LOCATION).

9. ALL POST-MOUNTED SIGNS SHALL BE RESET IN CONCRETE AND AT THE PROPER HEIGHT AND

MATERIALS SHALL BE APPROVED BY THE CITY ENGINEER.

DAMAGED OR LOST BY THE CONTRACTOR SHALL BE REPLACED AT NO COST TO THE CITY.

IT WILL BE ASSUMED THAT THEY WERE IN GOOD CONDITION AT THE TIME OF REMOVAL. ANY SIGNS

SCHEDULED FOR REMOVAL PRIOR TO THERE REMOVAL. ONCE SAID SIGNS HAVE BEEN REMOVED,

BE THE CONTRACTOR'S RESPONSIBILITY TO ARRANGE FOR THE CITY TO INSPECT ALL SIGNS

WHOSE REMOVAL IS REQUIRED BY HIS CONSTRUCTION WORK IN THE PROJECT AREA. IT SHALL

8. THE CONTRACTOR SHALL CAREFULLY REMOVE, STORE AND REINSTALL ALL CITY-OWNED SIGNS

RESTRICTED TO LOCAL TRAFFIC ONLY WITH APPROVAL OF THE CITY ENGINEER.

PUBLIC PROPERTIES IN THE PROJECT AREA. DURING CONSTRUCTION, TRAFFIC MAY BE

7. THE CONTRACTOR SHALL PROVIDE REASONABLE ACCESS TO RESIDENTIAL, COMMERCIAL AND

THE CONTRACTOR SHALL IMMEDIATELY NOTIFY ALL PARTIES PREVIOUSLY NOTED.

24 HOURS IN ADVANCE OF WHEN TRAFFIC IS TO BE RESTRICTED ON ANY STREET. IF AN EMERGENCY ARISES,

6. THE CONTRACTOR SHALL NOTIFY THE CITY AND ALL PRIVATELY OWNED AMBULANCE COMPANIES

PERIOD.

CONTROL DEVICES AND OTHER RELATED ITEMS FOR THE PROJECT AREA, DURING THE CONSTRUCTION

INCIDENTAL ITEMS NEEDED TO PROVIDE ADEQUATE CONSTRUCTION SIGNING, BARRICADES, TRAFFIC

5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING ALL LABOR, MATERIAL; EQUIPMENT AND

AND THAT OF THE INVOLVED UTILITIES IN THE PROJECT AREA.

WORK IN THE PROJECT AREA. LIKEWISE, THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING HIS WORK

4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING ALL UTILITY COMPANIES PRIOR TO COMMENCING

THE CITY ENGINEER.

ACCOMPLISHED BY THE CONTRACTOR, SUBCONTRACTOR OR LICENSED PLUMBER AS APPROVED BY

THE PLANS, SHALL BE REPAIRED OR REPLACED AT NO COST TO THE CITY OF ENID AND SHALL BE

3. ANY CONTRACTOR-CAUSED DAMAGE TO UTILITY AND/OR SERVICE LINES, SHOWN OR NOT SHOWN ON

CONTACT CITY OF ENID AND AFFECTED UTILITY COMPANY.

LOCATIONS SHOWN ARE APPROXIMATE, EXCEPT AS NOTED. IF CONFLICT IS FOUND, CONTRACTOR TO

2. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO BIDDING PROJECT. ALL UTILITY

AN INCIDENTAL ITEM AND IT'S COST TO BE INCLUDED IN OTHER ITEMS.

NECESSARY FOR A COMPLETE PROJECT, BUT NOT SHOWN IN THE BID SCHEDULE SHALL BE CONSIDERED

1. PAY ITEMS LISTED IN THE BID SCHEDULE ARE THE ONLY PAY ITEMS FOR THE PROJECT. ANY OTHER ITEMS

GENERAL NOTES:

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(4) TO BE USED AT THE DISCRETION OF THE ENGINEER.

ITEM SHOULD BE BID ACCORDINGLY.

(3) REMOVAL OF PAVEMENT MAN INCLUDE ASPHALT OR CONCRETE PAVEMENTS OR A COBINATION OF BOTH MATERIALS.

(2) CLSM PAY QUANTITY HAD BEEN APPROXIMATED FOR THE INSTALLATION OF A MUD MAT.

(1) PAY ITEM TO INCLUDE CONCRETE AND DOWEL BARS.

THE LINEAR FOOT OF FOUR INCH (4") WIDE TRAFFIC STRIPE.

63 L.F. TRAFFIC STRIPE(MULTI-POLYMER)(YELLOW) AND WILL BE MEASURED BY

(TS-24) QUANTITY SHOWN INCLUDED 0 L.F. TRAFFIC STRIPE (MULTI-POLYMER)(WHITE) AND

THE MANUFACTURER'S SPECIFICATIONS AND APPROVAL BY ENGINEER.

THIS STRIPE SHALL BE APPLIED AT A THICKNESS OF 70 MILS, IN ACCORDANCE WITH

MEASURED BY THE LINEAR FOOT OF TWENTY-FOUR INCH (24") WIDE TRAFFIC STRIPE.

(TS-14) QUANTITY SHOWN INCLUDES 63 L.F. TRAFFIC STRIPE (PLASTIC)(WHITE) AND WILL BE

INSTALLATION AND SHALL BE INCLUDED IN THE BID PRICE. DETECTABLE WARNING DEVICES SHALL BE CAST-IRON.

(TR-1) PAY ITEM INCLUDES 2 WHEELCHAIR RAMPS AND ALL OTHER MISCELLANEOUS WORK NEEDED TO COMPLETE THE RAMP

NEW UTILITES AND THE RCB.

THIS ITEM ALSO INCLUDES THE REMOVAL OF WATERLINE AS REQUIRED FOR THE CONSTRUCTION OF UNCLASSIFIED EXCAVATION. THIS ITEM INCLUDES VARIOUS THICKNESS OF ASPHALT OVER CONCRETE.

(R-50) MATERIALS REMOVED SHALL NOT BE MEASURED FOR PAYMENT UNDER SECTION 202.06

APPROVED BY THE ENGINEER. THIS INCLUDES ALL ITEMS ON PAGE 9.

(R-49) TO BECOME THE PROPERTY OF AND BE DISPOSED OF BY THE CONTRACTOR IN A MANNER

GALLONS PER SY.

(R-8) FOR SOLID SLAB SODDING PRICE BID TO INCLUDE COST OF WATERING, ESTIMATED AT 40

ESTIMATED AT 150 POUNDS PER AC.

(R-7) FOR SOLID SLAB SODDING PRICE SHALL INCLUDE THE REQUEIRED TOPSOIL AND INCLUDE COST OF 18-46-0 FERTILIZER, AREA WITHIN THE REMOVED BRIDGE SECTION.

(R-3) UNCLASSIFIED BORROW INCLUDES AN ESTIMATED QUANTITY FOR THE BACKFILLING OF THE EXISTIN

(R-3) UNCLASSIFIED EXCAVATION INCLUDES DRIVEWAYS, RETURNS, AND MISCELLANEOUS EARTHWORK.

OF THE STANDARD SPECIFICATIONS.

(R-1) PAYMENT FOR THIS ITEM WILL BE BASED ON PLAN QUANTITY ONLY. SEE SECTION 109.01B

PAY ITEM NOTES K

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PAY QUANTITIES

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ITEM

ODOT SPEC. NO. BID ITEM DESCRIPTION UNIT

Y

QUANTIT

1 201 (A) 102 CLEARING AND GRUBBING LSUM 1

2 202 (A) 183 UNCLASSIFIED EXCAVATION (R-3) CY 430

3 202 (D) 184 UNCLASSIFIED BORROW (R-3) CY 840

4 230 (A) 2806 SOLID SLAB SODDING (R-7)(R-8) SY 232

5 240 (A) - RELOCATING TREES 6" TO 12" IN DIAMETER EA 4

6 611 (A) 2657 MANHOLE (4' DIAMETER) EA 2

7 611 (B) 2680 ADDITIONAL DEPTH IN MANHOLE (4' DIAMETER) VF 7

8 619 (B) 2500 REMOVAL OF BRIDGE ITEMS (R-49)(R-50)LSUM 1

9 619 (B) 4726 REMOVAL OF CURB AND GUTTER (R-49)(R-50) LF 140

10 619 (B) 4741 REMOVAL OF DRAINAGE INLETS (R-49)(R-50) EA 1

11 619 (B) 4742 REMOVAL OF MANHOLES (R-49)(R-50) EA 2

12 619 (B) 5918 REMOVAL OF EXISTING PIPE (15" STRM. SEW.) (R-49)(R-50) LF 17

13 619 (B) 5918 REMOVAL OF EXISTING PIPE (24" STRM. SEW.) (R-49)(R-50) LF 45

14 619 (B) - REMOVAL OF PAVEMENT (R-49)(R-50)(3) SY 599

15 619 (B) - REMOVAL OF CONCRETE (R-49)(R-50) SY 445

16 641 1552 MOBILIZATION LSUM 1

17 642 (B) 96 CONSTRUCTION STAKING LEVEL II LSUM 1

18 855 (A) 8812 TRAFFIC STRIPE (PLASTIC) (4" WIDE) (TS-14)(TS-24) LF 158

19 855 (A) 8825 TRAFFIC STRIPE (PLASTIC) (24" WIDE) (TS-14)(TS-24) LF 63

20 880 (J) 8905 TRAFFIC CONTROL LSUM 1

21 303 (A) 2100 AGGREGATE BASE TYPE A CY 207

22 414 (B / G) 5275 / 5725 DOWEL JOINTED P.C.C. FOR PAVEMENT (9") (1) SY 583

23 609 (B) 383 COMBINED CURB & GUTTER (6" BARRIER) LF 80

24 610 (A) 602 4" CONCRETE SIDEWALK (TR-1) SY 36

25 610 (B) 604 6" CONCRETE DRIVEWAY SY 387

26 610 (I) 4610 TACTILE WARNING DEVICE - NEW (TYPE B) SF 20

27 611 (G) 5112 INLET CI DES. 2 (STD) EA 5

28 - - INLET - NEENAH GRATE R-3501-U EA 12

29 613 (A) 403 15" STORM SEWER LF 17

30 613 (A) 491 18" STORM SEWER LF 85

31 613 (A) 492 24" STORM SEWER LF 45

32 303 (A) 2100 AGGREGATE BASE TYPE A CY 514

33 501 (G) 6315 CLSM BACKFILL (2) CY 27

34 509 (A) 1326 CLASS AA CONCRETE (R-1) CY 224

35 511 (A) 1332 REINFORCING STEEL (R-1) LB 36540

36 616 (A) 5122 8" DUCTILE IRON PIPE LF 290

37 616 (D) 1080 8" GATE VALVE EA 2

38 616 (G) 1195 FIRE HYDRANT AND ASSEMBLY LSUM 1

39 616 (O) 400 8" 45 DEGREES FITTING EA 6

40 616 (T) 560 8" X 8" TEE EA 2

41 616 (T) 570 8" X 6" TEE EA 1

42 616 (R) 565 8" X 6" REDUCER EA 1

BID ALTERNATE

43 202 (A) 183 UNCLASSIFIED EXCAVATION (4) CY 750

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W V

W V

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P lo t t e r

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T R

T P

L

R O

A D

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IN

A N .d g n

.0 in

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S t a t e r

Date: Dec. 05, 2019 - 04:28:52 PM User:02505File:On SiteOffice:

e O f f ic e

N:\IF\Drawings\1. General\CV-TRT-PL-ROADWAY PAVING PLAN.dgn

P r o j e c t :O k la h o

T

D e f a u lt

M o d e l:

FH

11+00 13+00

1+

F

N

J

D A

T E

D E S

IG

N E

D

D R

A W

N

R E

V

IS

E D

C H

E C

K E

D

D A

T E

B Y

N O

V E

R

A L

E

SHEET

SEQ.

F

M E

C V

T R

T P

L

R O

A D

W

V

A N .d g n

IS

S

U E S

E N

D

C

ID

N

B O

G

E

ID

P

L A

C E

M E

N T

O

R A

N D

O L is s h e e t a d j u s t s c a le d r a w in g t o n e in c h o n

B a r is o n e in c h o n o r ig in a l

SS

WV

CP

TVLT

WV

WV

SS

FH

TVLT

SS

WM

BK 1440 PG 733

TRUST

ANNA SUE

LUCKINBILL,

BK 2377 PG 16

STEPHANIE

BEN &

EZZELL

BK 2150 PG 134

INC.

CONTRACTORS

MECHANICAL

DENNIS

BK 1299 PG 817

CITY OF ENID

6" CONCRETE DRIVEWAY

LEGEND

9" CONCRETE PAVEMENT

4" CONCRETE SIDEWALK

K B

E W

S A

H

W

IV

RIM = 1223.25

SS MH 1G004

RIM = 1224.09

SS MH 1G147

R O

A D

W

V

A N

CP #1

RIGHT-OF-WAY

METAL SIDING

CONC. FNDTN

1-STORY BLDG.

RIGHT-OF-WAY

ALIGNMENT RAN01

15" STRM. SEW

RIGHT-OF-WAY

FF = 1226.36

BRICK SIDING

CONC. FNDTN

1-STORY BLDG.

BM #201

BM #202

ALIGNMENT 4001

N

T H S

T R

E E

T

C O

N C

R E

T E

RIGHT-OF-WAY

E. RANDOLPH AVENUE

COVERED CONCRETE

ASPHALT

24" STRM. SEW.

36" S-FL=1205.14

18" -E-FL=1205.24

36"-NW-FL=1205.29

12"-E-FL=1209.59

RIM = 1220.59'

SS MH

3. REMOVE AND REPLACE ALL SIGNS PER CITY REQUIREMENTS.

PROPOSED ELEVATION AS SUBSIDIARY ITEMS.

2. ALL MANHOLES AND VALVES WILL BE ADJUSTED TO

ODOT STANDARD PRECAST INLET.

1. NEENAH GRATE R-3501-U SHALL BE CONSTRUCTED ON

NOTES:

20'10'0

SCALE IN FEET

N

6" CONCRETE DRIVEWAY

CONSTRUCT 385 SY

4" CONCRETE SIDEWALK

CONSTRUCT 22 SY

CONCRETE PAVEMENT

CONSTRUCT 583 SY

SOD AREA

4" CONCRETE SIDEWALK

CONSTRUCT 14 SY

6" CONCRETE DRIVEWAY

CONSTRUCT 2 SY

CL STA N. 4TH ST = 20+00

CL STA RANDOLPH = 12+00

YELLOW BARRIER LINE

17 LF 4" SOLID

YELLOW BARRIER LINE

36 LF 4" SOLID

TYPE B RAMP

INSTALL

(PLASTIC) (24" WIDE)

TRAFFIC STRIPE

(PLASTIC) (24" WIDE)

TRAFFIC STRIPE

TYPE B RAMP

INSTALL

K E

IT

H B

E A

T T

Y P .E

T H

IS

D

O C

U M

E N

T W

A S O

R

IG

IN

A L L Y

S

IG

N E

D S E

A L E

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L A

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D A

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N

IC

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L S A

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A Y B

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E V

IE

W E

D U

P O

N R

E Q

U E S T

A R

E M

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IN

T A

IN

E D I

N T

H E O

F F

IC

E O

F F

R E E S E A

E S

E A

L E

D S

IG

N E

D A

N D D

A T E

D D

O C

U M

E N

K B

A

D D

E N

D

30' t e

P lo t t e r

D e c

:2

:2

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M

J

C L

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S

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Date: Dec. 05, 2019 - 04:29:27 PM User:02505File:On SiteOffice:

e O f f ic e

N:\IF\Drawings\1. General\CV-TRT-PP-RCB LAYOUT.dgn

P r o j e c t :O k la h o

T

D e f a u lt

M o d e l:

1,210

1,215

1,220

1,225

1,230

1,235

1,200

1,205

1,200

1,205

1,210

1,215

1,220

1,225

1,230

1,235

30+00

31+00

F

N

J

D A

T E

D E S

IG

N E

D

D R

A W

N

R E

V

IS

E D

C H

E C

K E

D

D A

T E

B Y

N O

V E

R

A L

E

SHEET

SEQ.

F

M E

C V

T R

T P

P

R

Y O

U T .d g n

IS

S

U E

S

E N

D

C

ID

N

B O

G

E

ID

P

L A

C E

M E

N T

O

R A

N D

O L is s h e e t a d j u s t s c a le d r a w in g t o n e in c h o n

B a r is o n e in c h o n o r ig in a l

F H

W V

W V

W V

S S

W V

C P

S S

TV

LT

W V

W V

S S

F H

TV

LT

C P

S S

W M

TUG

2-TUG TUG

30+00 31+0029+00 32+00 33+00 34+00

K B

S A

H

E W

C

IV

IL

E W

F L ,2

.2

P R

O P X R

C B

C O

N N

E C

T

R C

P T

O

S D

B

F L ,2

.7

P R

O P X R

C B

C O

N N

E C

T

R C

P T

O

S D

A

F L ,2

.5

P R

O P X R

C B

C O

N N

E C

T

R C

P T

O

S D

D

(F

IE

L D V

E R

IF

Y

F L ,2

.0

P R

O P X R

C B

C O

N N

E C

T

R C

P T

O

S D

E

(F

IE

L D V

E R

IF

Y

F L

,2

.3

P R

O P X R

C B

C O

N N

E C

T

R C

P T

O

S D F

ELEV. = 1,224.44

STA. = 30+78.05

PAVEMENT CROWN

ELEV. = 1,224.09

STA. = 30+00.00

ALIGNMENT BOX01

BEGIN

EXISTING 8" WATER LINE

PROPOSED 8" WATER LINE

! RAN01

ELEV. = 1,223.60

STA. = 31+49.81

ALIGNMENT BOX01

END

R

IG

H T -O

F -W

A Y

E R

A N

D O

L P

H A

V E

N U E

BM #202

FF = 1226.36

BRICK SIDING

CONC. FNDTN

1-STORY BLDG.

N. 4TH STREET

CONCRETE

EXISTING 15' X 7' RCB

CONNECTION TO MATCH

STA. 30+30.50

BEGIN RCB CONSTRUCTION

(SD_A1) TO PROP. RCB

18" STORM SEWER

CONNECT PROP.

(SD_E1)TO PROP. RCB

15" STORM SEWER

CONNECT PROP.

CP #2

FL = 1218.20

12" STRM, SEW

(SD_B1) TO PROP. RCB

18" STORM SEWER

CONNECT PROP.

RIM = 1223.25

SS MH 1G004

12" SE-FL=1212.84

RIM = 1224.09

SS MH 1G147

INSTALL 90 LF OF 15' X 7' RCB

(SD_C1) TO PROP. RCB

18" STORM SEWER

CONNECT PROP.

(SD_D1)TO PROP. RCB

18" STORM SEWER

CONNECT PROP.

FF = 1224.21

METAL SIDING

CONC. FNDTN

1-STORY BLDG.

(SD_F1) TO PROP. RCB

24" STORM SEWER

CONNECT PROP.

R

IG

H T -O

F -W

A Y

E R

A N

D O

L P

H A

V E

N U E

N

CP #1

VERTICAL SCALE

40'20'0 10'

HORIZONTAL SCALE

10'0 5'

O F

IL

E

EXISTING 15' X 7' RCB

CONNECTION TO MATCH

STA. 31+20.56

END RCB CONSTRUCTION

R

IG

H T -O

F -W

A Y

F L ,2

.5

P R

O P X R

C B

C O

N N

E C

T

R C

P T

O

S D

C

B K P

G

C

IT

Y O

F E

N

ID

F L E

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V 1, .3

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E X

IS

T

IN

G R

C B

C O

N N

E C

T T

O

F L E

L E

V 1, .9

S T

A 1+

.5

E X

IS

T

IN

G R

C B

C O

N N

E C

T T

O

ALIGNMENT BOX01

90 LF @ 0.4% ALONG

15' X 7' RCB

EXISTING BRIDGE

EXISTING BRIDGE

EXISTING 15X7 RCB EXISTING 15X7 RCB

B K P

G

T R

U S T

A N

N A S

U E

L U

C K

IN

B

IL

L

B K

P

G

IN

C

C O

N T

R A

C T

O R S

M E C

H A

N

IC

A L

D E

N N

IS

B K P

G

S T E P

H A

N

IE

B E

N

E Z

Z E L L

B K P

G

B K P

G

R E

V T

R U S T

A N

G

IE

M A

U R E R

K E

IT

H B

E A

T T

Y P .E

T H

IS

D

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U M

E N

T W

A S O

R

IG

IN

A L L Y

S

IG

N E

D S E

A L E

D A

N D D

A T E

D B

Y

A U

T H

O R

IZ

E D B

Y

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L A

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D A

T E

N

IC

H O

L S A

N D M

A Y B

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E V

IE

W E

D U

P O

N R

E Q

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E M

A

IN

T A

IN

E D I

N T

H E O

F F

IC

E O

F F

R E E S E A

E S

E A

L E

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IG

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D A

N D D

A T E

D D

O C

U M

E N

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A

D D

E N

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P lo t t e r

D e c

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:3

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C V

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.0 in

P a le

M ic r o

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Date: Dec. 05, 2019 - 04:26:33 PM User:02505File:On SiteOffice:

e O f f ic e

N:\IF\Drawings\5. Drainage\CV-TRT-PP-STORMDRAIN - A1 B1 .dgn

P r o j e c t :O k la h o

T

D e f a u lt

M o d e l:

1,210

1,215

1,220

1,225

1,230

1,235

1,200

1,205

1,200

1,205

1,210

1,215

1,220

1,225

1,230

1,235

90+00 91+00

F

N

J

D A

T E

D E S

IG

N E

D

D R

A W

N

R E

V

IS

E D

C H

E C

K E

D

D A

T E

B Y

N O

V E

R

A L

E

SHEET

SEQ.

F

M E

C V

T R

T P

P S

T O

R M

D R

A

B .d g n

IS

S

U E S

E N

D

C

ID

N

B O

G

E

ID

P

L A

C E

M E

N T

O

R A

N D

O L is s h e e t a d j u s t s c a le d r a w in g t o n e in c h o n

B a r is o n e in c h o n o r ig in a l

FH

WV

W V

W V

ST.S

SS

WV

CP

WV

WV

SS

FH

SS

WM

E W

S A

H

E W

C

IV

IL

N

BM #202

N

T H S

T R

E E

T

C O

N C

R E

T E

N T

H S

T R

E E

T

CP #1

BM #201

90+00 91+00

RIGHT-OF-WAY

RIGHT-OF-WAY

RIGHT-OF-WAY

RIGHT-OF-WAY

1 -INLET DES. (2A)

CONSTRUCT.

STR. CAN-A4

STA. 12+37.37

4 -INLET DES. (2A)

CONSTRUCT.

STR. CAN-A1

STA. 11+58.27

E. RANDOLPH AVENUE

E. RANDOLPH AVENUE

15" STRM. SEW

24" STRM. SEW

6 -NEENAH GRATE R-3501-U

CONSTRUCT.

STR. CAN-A2

STA. 11+61.36

6 -NEENAH GRATE R-3501-U

CONSTRUCT.

STR. CAN-A3

STA. 12+12.07

89+00 92+00 93+00

S T

O

A

IN

(S

D

A A

B 1)

88+00

STA 11+09.82

ALIGNMENT RAN01

STA 90+00.00 =

ALIGNMENT LGUT01

BEGIN

STA 12+80.00

ALIGNMENT RAN01

STA 91+70.17 =

ALIGNMENT LGUT01

END

LEFT GUTTER

EXISTING

18" RCP

CONST. 6 LF

SD_A1

15" RCP

CONST. 33 LF

SD_E1

18" RCP

CONST. 20 LF

SD_C1

24" RCP

CONST. 45 LF

SD_F1

18" RCP

CONST. 53 LF

SD_B1

18" RCP

CONST. 5 LF

SD_D1

ALIGNMENT LGUT01

PAVEMENT 1,223.86

TOP OF

STA 90+32.67

PAVEMENT 1,222.47

TOP OF

STA 91+33.51

FL = 1,212.72

EXISTING 36" SAN. SEW.

F L ,2

.7

P R

O P X R

C B

C O

N N

E C

T

R C

P T

O

S D

A S

T A

.7

F L ,2

.2

P R

O P X R

C B

C O

N N

E C

T

R C

P T

O

S D

B S

T A

.2

6 LF 18" RCP @ 2.0%

53 LF 18" RCP @ 1.0%

F L ,2

.1

T O

C ,2

.7

E N

D

R C

P

S

T O

R M D

R A

IN

I

N L E

T

C O

N S

T R

U

A S

T A

.1

F L ,2

.8

T O

C ,2

.7

E N

D

R C

P

S

T O

R M D

R A

IN

I

N L E

T

C O

N S

T R

U

B S

T A

1+ .2

BK 2216 PG 113

AND RAYMOND KONDO

CHARLES

GROTHE,

BK 1440 PG 733

TRUST

ANNA SUE

LUCKINBILL,

BK 1299 PG 817

CITY OF ENID

BK 2150 PG 134

INC.

CONTRACTORS

MECHANICAL

DENNIS

BK 2358 PG 81

LLC

NOLLER

WEBLEY,

BK 2377 PG 16

STEPHANIE

BEN &

EZZELL

BK 1735 PG 730

BK 1719 PG 807

REV TRUST

ANGIE

MAURER

INC.

ASSOCIATION

SUPPORT

DEVELOPMENT

COMMUNITY

VERTICAL SCALE

40'20'0 10'

HORIZONTAL SCALE

10'0 5'

FL = 1,220.26

8" WATERLINE

PROPOSED

K B

A

D D

E N

D

T H

IS

D

O C

U M

E N

T W

A S O

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T A

IN

E D I

N T

H E O

F F

IC

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F F

R E E S E A

E S

E A

L E

D S

IG

N E

D A

N D D

A T E

D D

O C

U M

E N

K E

IT

H B

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T T

Y P .E t e

P lo t t e r

D e c

:3

:5

J

C L

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N T

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C V

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T P

P

W A

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P a le

M ic r o

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Date: Dec. 05, 2019 - 04:30:50 PM User:02505File:On SiteOffice:

e O f f ic e

N:\IF\Drawings\1. General\CV-TRT-PP-WATER LINE LAYOUT.dgn

P r o j e c t :O k la h o

T

D e f a u lt

M o d e l:

1,210

1,215

1,220

1,225

1,230

1,235

1,200

1,205

1,200

1,205

1,210

1,215

1,220

1,225

1,230

1,235

60+00

61+00

F

N

J

D A

T E

D E S

IG

N E

D

D R

A W

N

R E

V

IS

E D

C H

E C

K E

D

D A

T E

B Y

N O

V E

R

A L

E

SHEET

SEQ.

F

M E

C V

T R

T P

P

W A

T

Y O

U T .d g n

IS

S

U E S

E N

D

C

ID

N

B O

G

E

ID

P

L A

C E

M E

N T

O

R A

N D

O L is s h e e t a d j u s t s c a le d r a w in g t o n e in c h o n

B a r is o n e in c h o n o r ig in a l

FH

WV

W V

W V

ST.S

SS

WV

CP

TVLT

WV

WV

SS

FH

TVLT

SS

WM

N

BM #202

N

T H S

T R

E E

T

N T

H S

T R

E E

T

CP #1

BM #201

60+00 61+00

E = 2,006,016.31

N = 508,818.91

CONNECT TO PROP. 8" WL

1 - 8" x 8" TEE

INSTALL:

STA. 61+20.72

RIGHT-OF-WAY RIGHT-OF-WAY

RIGHT-OF-WAYRIGHT-OF-WAY

59+00 62+00 63+00 64+00

E. RANDOLPH AVENUE

S A

H

E W

C

IV

IL

E W

W A

T

E

P

L A

N

S T

A

.3

A 1+

.4

8" WATER LINE

CONST. 130 LF

ALIGNMENT WAT01

6" CONCRETE DRIVEWAY

PROPOSED

ELEV. 1,224.48

STA 60+23.07

BEGIN CONST.

ALIGNMENT WAT01

(F

IE

L D V

E R

IF

Y

F L ,2

1.

S T

A .5

C O

N N

E C

T T

O E

X

W L

STA 11+09.45

ALIGNMENT RAN01

STA 60+00.00 =

ALIGNMENT WAT01

BEGIN

STA 13+00.76

ALIGNMENT RAN01

STA 61+91.31 =

ALIGNMENT WAT01

ENDPAVEMENT 1,221.97

TOP OF

STA 61+11.79

(F

IE

L D V

E R

IF

Y

F L ,2

.3

S T

A .6

C O

N N

E C

T T

O E

X

W L

BK 2216 PG 113

AND RAYMOND KONDO

CHARLES

GROTHE,

BK 1440 PG 733

TRUST

ANNA SUE

LUCKINBILL,

BK 1299 PG 817

CITY OF ENID

INC.

ASSOCIATION

SUPPORT

DEVELOPMENT

COMMUNITY

BK 1735 PG 730

BK 1719 PG 807

REV TRUST

ANGIE

MAURER

BK 2377 PG 16

STEPHANIE

BEN &

EZZELL

BK 2150 PG 134

INC.

CONTRACTORS

MECHANICAL

DENNIS

BK 2358 PG 81

LLC

NOLLER

WEBLEY,

(F

IE

L D V

E R

IF

Y

F L ,2

.8

S T

A 1+

.7 x T

E E

C O

N N

E C

T T

O P

R O

P

W L

VERTICAL SCALE

40'20'0 10'

HORIZONTAL SCALE

10'0 5'

E = 2,005,930.56

N = 508,839.11

1 - 8" X 45° BEND, MJ

1 - 8" GV, MJ

INSTALL:

CONNECT TO EX. 8" WL

STA. 60+26.58

E = 2,005,956.71

N = 508,818.84

1 - 8" X 45° BEND, MJ

INSTALL:

STA. 60+61.08

E = 2,006,021.40

N = 508,818.91

1 - 8" X 45° BEND, MJ

INSTALL:

STA. 61+25.78

E = 2,006,043.73

N = 508,839.26

CONNECT TO EX. 8" WL

1 - 8" x 45° BEND, MJ

INSTALL:

STA. 61+56.56

A D

D E

N D

K B

T H

IS

D

O C

U M

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T W

A S O

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IG

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A L L Y

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D S E

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D A

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D A

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D D

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U M

E N

K E

IT

H B

E A

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Y P .E

SEE NOTE 1

THE FIELD ENGINEER.

FUTURE PROJECTS WILL BE ADJUSTED BY

1. WATER LINE FIELD MODIFICATIONS DUE TO

NOTES:

t e

P lo t t e r

D e c

:3

1:

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Date: Dec. 05, 2019 - 04:31:58 PM User:02505File:On SiteOffice:

e O f f ic e

N:\IF\Drawings\1. General\CV-TRT-PP-WATER LINE LAYOUT02.dgn

P r o j e c t :O k la h o

T

D e f a u lt

M o d e l:

1,210

1,215

1,220

1,225

1,230

1,235

1,200

1,205

1,200

1,205

1,210

1,215

1,220

1,225

1,230

1,235

40+00 4 1+

F

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B a r is o n e in c h o n o r ig in a l

F H

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WV

WV

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S S

TVLT

W V

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BM #202

N. 4TH STREET

CONCRETE

BM #201

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F -W

A Y

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F -W

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CP #2

40+00 41+0039+00 42+00 43+00

8" WATER LINE

INSTALL 96 LF

E = 2,006,016.31

N = 508,818.91

CONNECT TO PROP. 8" WL

1 - 8" x 8" TEE

INSTALL:

STA. 40+09.00

K B

E W

S A

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E W

C

IV

IL

W A

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P

L A

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A

.7

A 1+

.0

E R

A N

D O

L P

H A

V E

N U

E

BK 2150 PG 134

INC.

CONTRACTORS

MECHANICAL

DENNIS

BK 2358 PG 81

LLC

NOLLER

WEBLEY,BK 1299 PG 817

CITY OF ENID

BK 1440 PG 733

TRUST

ANNA SUE

LUCKINBILL,

BK 2216 PG 113

AND RAYMOND KONDO

CHARLES

GROTHE,

BK 2377 PG 16

STEPHANIE

BEN &

EZZELL

STA 61+20.72

ALIGNMENT WAT01

STA 40+00.00 =

ALIGNMENT WAT02

BEGIN

STA 41+14.10

ALIGNMENT WAT02

END

ELEV. = 1223.61

STA. = 40.50.80

PAVEMENT CROWN

(F

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VERTICAL SCALE

40'20'0 10'

HORIZONTAL SCALE

10'0 5'E = 2,006,015.56

N = 508,897.39

CONNECT TO PROP. 8" WL

1 - 8" X 8" X 8" TEE

INSTALL:

STA. 40+85.48

E = 2,006,012.31

N = 508,913.89

CONNECT TO EX. 6" WL

1 - 8" X 6" REDUCER

2 - 8" X 45° BENDS

INSTALL:

STA. 41+05.26

E = 2,006,015.56

N = 508,893.39

1 - 8" WATER VALVE

INSTALL:

STA. 40+85.45

T H

IS

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Date: Dec. 05, 2019 - 04:33:53 PM User:02505File:On SiteOffice:

e O f f ic e

N:\IF\Drawings\1. General\CV-TRT-PP-WATER LINE LAYOUT03.dgn

P r o j e c t :O k la h o

T

D e f a u lt

M o d e l:

1,210

1,215

1,220

1,225

1,230

1,235

1,200

1,205

1,200

1,205

1,210

1,215

1,220

1,225

1,230

1,235

70+00 71+00

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B a r is o n e in c h o n o r ig in a l

2-TUG

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CP #1

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70+00 71+00

RIGHT-OF-WAY RIGHT-OF-WAY

RIGHT-OF-WAYRIGHT-OF-WAY

69+00 72+00 73+00 74+00

S A

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W A

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P

L A

N

S T

A 1+

.9

A 1+

.0

ALIGNMENT WAT03

STA 11+10.05

ALIGNMENT RAN01

STA 70+00.00 =

ALIGNMENT WAT03

BEGIN

STA 12+83.08

ALIGNMENT RAN01

STA 71+73.03 =

ALIGNMENT WAT03

END

BK 2216 PG 113

AND RAYMOND KONDO

CHARLES

GROTHE,

BK 1440 PG 733

TRUST

ANNA SUE

LUCKINBILL,

BK 1299 PG 817

CITY OF ENID

INC.

ASSOCIATION

SUPPORT

DEVELOPMENT

COMMUNITY

BK 1735 PG 730

BK 1719 PG 807

REV TRUST

ANGIE

MAURER

BK 2377 PG 16

STEPHANIE

BEN &

EZZELL

BK 2150 PG 134

INC.

CONTRACTORS

MECHANICAL

DENNIS

BK 2358 PG 81

LLC

NOLLER

WEBLEY,

VERTICAL SCALE

40'20'0 10'

HORIZONTAL SCALE

10'0 5' E = 2,006,015.56

N = 508,895.39

CONNECT TO PROP. 8" WL

1 - 8" X 8" X 8" TEE

INSTALL:

STA. 71+10.97

! ALIGNMENT 4001

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62 LF 8" PVC @

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F F

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E A

L E

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D A

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H B

E A

T T

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A D

D E

N D

K B

8" WATER LINE

INSTALL 62 LF

E = 2,006,015.56

N = 508,895.39

1 - FH ASSEMBLY

1 - 8" WATER VALVE

1 - 8" X 8" X 8" TEE

INSTALL:

STA. 71+17.00

E = 2,006,077.61

N = 508,895.46

PROP. 8" WL

END CAP AND BLOCK:

STA. 71+73.03

2019-12-05 - Addendum 2.1_