ESBD_448718_1761766582391_RFB 2025-066 Addendum 2 - REDUCED.pdf

Project Name:

Project No.:

Owner:

Engineer:

ADDENDUM 2

Franklin Avenue Utility Relocation

60WA2102D / 61 WW2003I

City of Waco STY Incorporated

This addendum forms a part of the Contract Documents and modifies the original Project Manual issue date of August 8, 2025. Bidder shall acknowledge receipt of this addendum in the space provided below and in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification.

BID OPENING:

Bids will be received on NOVEMBER 21, 2025 at 2:00 PM.

CLARIFICATIONS:

1. The following sheets have been revised and/or added to address TxDOT comments:

C100 - Drawing Index

C200 - Wastewater Abandonment Overall Layout

C208 - Wastewater Removal and Abandonment Plan Cheddar's Dr.

C211 - Wastewater Bypass Pumping Plan

C400 - Wastewater Overall Layout

C401 - Wastewater Line 'A' Plan and Profile, STA. 0+00 to 4+00

C413 - Wastewater Line 'H' Plan and Profile

C451 - Water Line 'A' Plan and Profile

2. The following sheet has been revised to include additional direction to the contractor:

C210 - Wastewater Bypass Pumping Plan

3. The Recorded Easements as of the time of this Addendum are:

October 2025 Project:

N1 - Vanowen Canoga Apartments, LLC

N2 - 5050 W Waco Dr Owner, LLC

N3 - BPD Family LTD

S5 - Texas Waco Industrial, LLC

S8 - ZGSKL Acquisition Waco DST

Addendum No. 2

60WA2102D / 61WW2003I 00 91 13 - 1

CONTRACTOR QUESTIONS:

No. Question Answer

1. Can Tunnel Liner Plate be an alternative No. All casing pipe shall be steel pipe as to casing pipe on this project? indicated in the drawings.

Will polymer concrete be considered as Yes, see attached specification S5506

2. an alternative to Portland cement for Polymer Concrete Manholes. The Polymer the wastewater manholes? Concrete Manholes are considered an approved equal.

3. Is there a Geotech report available for Yes, a Geotech report is attached for the this project? Contractor's use.

October 2025 Project:

60WA2102D / 61WW2003I

00 9113 - 2

CHANGES TO CONTRACT DOCUMENTS:

1. REPLACE: Bid Proposal Form

CHANGES TO SPECIFICATIONS/ DRAWINGS:

1. Special Project Provisions have been modified as indicated below.

5. SAFETY:

5.4 Fire Watch shall be added to the document as a new

subsection. Page 9 of 34.

ADD Exhibit B to page 29 for reference of 5.4

6. EROSION CONTROL: entire section, should be replaced with STORMWATER POLLUTION AND PREVENTION PLAN including all subsequent information as shown on revised page 9 of 34.

7. PERMITS:

7 .2 Fire Line Permits shall be added to the document as a new subsection. Page 9 of 34.

8. SCHEDULE:

8.11. Rights of Entry and Easements shall be modified as indicated below:

8.11.1 As of the time of this addendum date, 5 easements

have been obtained and 4 are in the process. Page 11 of 34.

8.12. BPD Family LTD:

8.12.1 shall be removed in entirety and replaced as shown on revised pages 11 & 12 of 34.

ADD Exhibit C to page 34 for reference of 8.12

8.13. ZGSKL Acquisition Waco DST shall be added to the document as a new subsection along with:

8.13.1. Notification times to Landowner and contact

information. Page 12 of 34.

13. CONNECTION TO EXISTING UTILITY MAINS:

13.4. Water Line Tie-Ins and Temporary Service Disruptions -

13.4.10. shall be added to the document as a new subsection. Page 18 of 34.

REPLACE: Special Project Provisions

October 2025 Project:

60WA2102D / 61WW2003I

00 91 13 - 3

2. REPLACE: Drawing Set with the attached revised drawings

3. ADD: Geotechnical Report, ETTL - CSJ Number 0055-08-120, Spur 298 - From Lake Air Drive to Cheddar's Drive (64 pages) for contractor's reference only.

4. ADD: Technical Specification SS506 Polymer Concrete Manholes.

Please acknowledge receipt of this Addendum No. 2 by signing below and submitting with the Bid.

Acknowledged:

By:

Title:

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October 2025 Project:

60WA2102D / 61 WW2003I

00 9113 - 4

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60WA2102D

61WW2003I

SHEET NO.

CHECKED:

DESIGN:

DRAWN:

PROJECT NO:

ISSUE DATE:

NAME

8/8/2025

CONSULTANT:

UTILITY RELOCATION

FRANKLIN AVE

GENERAL NOTES

LEGEND

KEY NOTES (SEE SHT C103-C105)

TEXAS REGISTERED ENGINEERING FIRM

TBPE F-204

AUGUST 2025

1. CAUTION: GAS IN AREA

2. CAUTION: EXISTING OVERHEAD UTILITIES IN

VICINITY. CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING NEAR

ELECTRIC FACILITIES

3. WARNING: THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATION AND AVOIDING ALL EXISTING

UTILITIES BY CALLING THE 'ONE CALL'

LOCATOR SERVICE AT (800)344-8377 AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION.

R

DATE

INFRASTRUCTURE SERVICES

DRAWING INDEX

DLM

CDG

DLM

C100

SHEET INDEX

* THE STANDARD SHEETS SPECIFICALLY IDENTIFIED ON

THIS SHEET PLUS SHEET C692 HAVE BEEN SELECTED BY

THE ENGINEERS OF RECORD AND ARE APPLICABLE TO

THIS PROJECT.

NAME DATE

C100 DRAWING INDEX

C101 CITY OF WACO GENERAL NOTES

C102 ABBREVIATIONS & SURVEY BASIS

C103 KEY NOTES

C104 KEY NOTES

C105 KEY NOTES

C150 SUE LEVEL 'A' INFORMATION

C151 SUE LEVEL 'A' INFORMATION

C152 SUE LEVEL 'A' INFORMATION

C153 SUE LEVEL 'A' INFORMATION

C200 WASTEWATER ABANDONMENT OVERALL LAYOUT

C201 WASTEWATER REMOVAL AND ABANDONMENT STA. 219+00 TO 227+00

C202 WASTEWATER REMOVAL AND ABANDONMENT STA. 227+00 TO 235+00

C203 WASTEWATER REMOVAL AND ABANDONMENT STA. 235+00 TO 248+00

C204 WASTEWATER REMOVAL AND ABANDONMENT STA. 248+00 TO 254+25

C205 WASTEWATER REMOVAL AND ABANDONMENT NORTH NEW ROAD

C206 WASTEWATER REMOVAL AND ABANDONMENT SOUTH NEW ROAD

C207 WASTEWATER REMOVAL AND ABANDONMENT PRECISION DRIVE

C208 WASTEWATER REMOVAL AND ABANDONMENT CHEDDARS DRIVE

C210 WASTEWATER BYPASS PUMPING PLAN

C211 WASTEWATER BYPASS PUMPING PLAN

C250 WATER REMOVAL AND ABANDONMENT OVERALL LAYOUT

C251 WATER REMOVAL AND ABANDONMENT STA. 220+68.94 TO 225+00

C252 WATER REMOVAL AND ABANDONMENT STA. 225+00 TO 229+50

C253 WATER REMOVAL AND ABANDONMENT STA. 229+50 TO 233+50

C254 WATER REMOVAL AND ABANDONMENT STA. 233+50 TO 238+00

C255 WATER REMOVAL AND ABANDONMENT STA. 238+00 TO 242+50

C256 WATER REMOVAL AND ABANDONMENT STA. 242+50 TO 246+75

C257 WATER REMOVAL AND ABANDONMENT STA. 246+75 TO 255+50

C258 WATER REMOVAL AND ABANDONMENT SOUTH NEW ROAD

C259 WATER REMOVAL AND ABANDONMENT NORTH NEW ROAD

C260 WATER REMOVAL AND ABANDONMENT STA. 261+21.08 TO 267+57.63

C261 WATER REMOVAL AND ABANDONMENT PRECISION DRIVE

C270 EASEMENT EXHIBIT OVERALL LAYOUT

C271 EASEMENT EXHIBIT STA. 218+00 TO 222+50

C272 EASEMENT EXHIBIT STA. 225+50 TO 227+00

C273 EASEMENT EXHIBIT STA. 227+00 TO 231+00

C274 EASEMENT EXHIBIT STA. 239+00 TO 242+50

C275 EASEMENT EXHIBIT STA. 251+00 TO 255+50

C276 EASEMENT EXHIBIT SOUTH NEW ROAD

C277 EASEMENT EXHIBIT NORTH NEW ROAD

C278 EASEMENT EXHIBIT NORTH NEW ROAD

C400 OVERALL WASTEWATER LAYOUT

C401 WASTEWATER IMPROVEMENTS LINE 'A' PLAN & PROFILE STA. 0+00 TO 4+00

C402 WASTEWATER IMPROVEMENTS LINE 'A' & 'A1'

C403 WASTEWATER IMPROVEMENTS LINE 'B' PLAN & PROFILE STA. 0+00 TO 4+00

C404 WASTEWATER IMPROVEMENTS LINE 'B' PLAN & PROFILE STA. 4+00 TO END

C405 WASTEWATER IMPROVEMENTS LINE 'C' PLAN & PROFILE

C406 WASTEWATER IMPROVEMENTS LINE 'D' PLAN & PROFILE

C407 WASTEWATER IMPROVEMENTS LINE 'E' PLAN & PROFILE

C408 WASTEWATER IMPROVEMENTS LINE 'F' PLAN & PROFILE STA. 0+00 TO 4+00

C409 WASTEWATER IMPROVEMENTS LINE 'F' PLAN & PROFILE STA. 4+00 TO 8+00

C410 WASTEWATER IMPROVEMENTS LINE 'F' PLAN & PROFILE STA. 8+00 TO END

C411 WASTEWATER IMPROVEMENTS LINE 'G' PLAN & PROFILE STA. 0+00 TO 4+00

C412 WASTEWATER IMPROVEMENTS LINE 'G' PLAN & PROFILE STA. 4+00 TO END

C413 WASTEWATER IMPROVEMENTS LINE 'H' PLAN & PROFILE

C450 OVERALL WATER LAYOUT

C451 WATER LINE 'A' PLAN & PROFILE

C452 WATER LINE 'B' PLAN & PROFILE

C453 WATER LINE 'B1' PLAN & PROFILE

C454 WATER LINE 'C' PLAN & PROFILE STA. 0+00 TO 3+25

C455 WATER LINE 'C' PLAN & PROFILE STA. 3+25 TO END

C456 WATER LINE 'C1' PLAN & PROFILE

C457 WATER LINE 'D' PLAN & PROFILE

C458 WATER LINE 'E' PLAN & PROFILE STA. -0+03.74 TO 4+00 PHASE I

C459 WATER LINE 'E' PLAN & PROFILE STA. 4+00 TO 8+00

C460 WATER LINE 'E' PLAN & PROFILE STA. 8+00 TO 12+00

C461 WATER LINE 'E' PLAN & PROFILE STA. 12+00 TO 16+00

C462 WATER LINE 'E' PLAN & PROFILE STA. 16+00 TO 20+00

C463 WATER LINE 'E' PLAN & PROFILE STA. 20+00 TO 24+00

C464 WATER LINE 'E' PLAN & PROFILE STA. 24+00 TO 28+00

C465 WATER LINE 'E' PLAN & PROFILE STA. 28+00 TO 32+00

C466 WATER LINE 'E' PLAN & PROFILE STA. 32+00 TO END

C467 WATER LINE F' PLAN & PROFILE STA. 0+00 TO 3+75

C468 WATER LINE 'F' PLAN & PROFILE STA. 3+75 TO 7+50

C469 WATER LINE 'F' PLAN & PROFILE STA. 7+50 TO 11+50

C470 WATER LINE 'F' PLAN & PROFILE STA. 11+50 TO 15+25

C471 WATER LINE 'F' PLAN & PROFILE STA. 15+25 TO 19+50

C472 WATER LINE 'F' PLAN & PROFILE STA. 19+50 TO 23+50

C473 WATER LINE 'F' PLAN & PROFILE STA. 23+50 TO END

C474 WATER LINE 'G' PLAN & PROFILE

C475 WATER LINE 'E1', 'E2', & 'E3' PLAN & PROFILE

C476 WATER LINE 'E4' & 'E5' PLAN & PROFILE

C477 WATER LINE 'F1', 'F2', & 'F3' PLAN & PROFILE

C478 WATER LINE 'H' PLAN & PROFILE

C479 WATER LINE 'H1' & 'I' PLAN & PROFILE

C500 STORM PLAN & PROFILE STA. 0+00 TO 4+00

C501 STORM PLAN & PROFILE STA. 4+00 TO END

C600 *G-1A CONSTRUCTION MATERIAL SAMPLING AND TESTING MATRIX - 1 OF 2

*G-1B CONSTRUCTION MATERIAL SAMPLING AND TESTING MATRIX - 2 OF 2

C601 *G-1C MATERIAL COMPACTION REQUIREMENTS

C602 *G-2B FIXED (6 IN. DIAMETER) BOLLARD

*G-5 BUILDING WACO PROJECT DESIGNATION SIGN

C603 *G-7 GENERAL CONCRETE & REINFORCEMENT NOTES

*G-8 STANDARD EMBEDMENT AND CONCRETE ENCASEMENT

C604 *G-9 PAVEMENT/SURFACE REPLACEMENT DETAILS

*G-10 TRENCH BACKFILL GUIDELINES

C605 *G-12 DELINEATOR POST

*G-13 TYPE 'A' SIGN

C610 *S-1 SANITARY SEWER GENERAL NOTES AND SERVICE TAP NOTES

*S-4 SANITARY SEWER SERVICE - COMMERCIAL

C611 *S-5 MANHOLE NOTES

*S-6 MANHOLE CONFIGURATION

C612 *S-7 SANITARY SEWER MANHOLE COVER AND FRAME

*S-8 WATERTIGHT/AIRTIGHT SANITARY SEWER MANHOLE COVER AND

FRAME

C613 *S-9 SANITARY SEWER MANHOLE COMPOSITE COVER AND FRAME

*S-10 SANITARY SEWER MANHOLE COMPOSITE BOLT COVER AND FRAME

C614 *S-11 PRECAST REINFORCED CONCRETE MANHOLE

*S-16 MANHOLE EXTERNAL DROP FIXTURE

C615 *S-18 MANHOLE ABANDONMENT

*S-19 EMBEDMENT FOR NEW SEWER CROSSING UNDER NEW OR EXISTING

WATER LINE

C616 *S-20 EMBEDMENT FOR NEW SEWER CROSSING OVER NEW OR EXISTING

WATER LINE

*S-21 MANHOLE LID HEIGHT ADJUSTMENT A

C617 *S-22 MANHOLE LID HEIGHT ADJUSTMENT B

*S-23 EMBEDMENT FOR SEWER CROSSING UNDER NEW OR EXISTING

STORMWATER DRAINAGE CONDUIT OR FRANCHISE UTILITY LINE

C630 *W-1 WATER GENERAL NOTES / WATER SERVICE TAP NOTES

*W-2 FIRE HYDRANT SETTING

C631 *W-2A LIMITED SPACE FIRE HYDRANT SETTING

*W-3A GENERAL NOTES: THRUST BLOCKS

C632 *W-3B TYPICAL HORIZONTAL THRUST BLOCK

*W-3C TYPICAL HORIZONTAL THRUST BLOCK

C633 *W-3D TEE AND PLUG THRUST BLOCKS

*W-3E TYPICAL VERTICAL BEND THRUST BLOCK

C634 *W-4 VERTICAL BEND DETAIL

*W-6 GATE VALVE AND VALVE BOX

C635 *W-7 WATER VALVE BOX EXTENSION INSTALLATION

*W-8 WATER VALVE BOX / WATER VALVE BOX COVER

C636 *W-12 TYPICAL COMMERCIAL OR LARGE RESIDENTIAL WATER METER

SERVICE CONNECTION

*W-16 CONCRETE WATER METER BOX LID DETAILS (DFW132C)

C637 *W-18 CONCRETE WATER METER BOX FOR 1-1/2 IN. METER (CHRISTY B65)

*W-19 WATER METER VAULT AND LID-NOTES

C638 *W-20 TYPICAL WATER METER DETAIL FOR 2 IN. AND LARGER

*W-21 DOUBLE CHECK VALVE VAULT

C639 *W-22 AIR RELEASE VALVE AND MANHOLE VAULT (OFF STREET)

*W-23 AIR RELEASE VALVE AND MANHOLE VAULT ( IN STREET)

C640 *W-28A ABOVE GROUND BLOW OFF ASSEMBLY

*W-28B ABOVE GROUND BLOW OFF ASSEMBLY

C641 *W-31 BORE DETAIL

*W-32 PIPE THROUGH CASING DETAIL

C642 *W-33 EMBEDMENT FOR NEW WATER LINE CROSSING OVER EXISTING

SEWER LINE

*W-34 TRACER WIRE DETAILS

C643 *W-35 VALVE BOX HEIGHT ADJUSTMENT A

*W-36 VALVE BOX HEIGHT ADJUSTMENT B

C644 *W-37 EMBEDMENT FOR NEW STORMWATER DRAINAGE CONDUIT OR

FRANCHISE UTILITY LINE CROSSING OVER NEW OR EXISTING WATER LINE

*W-38 FIRE LINE CONNECTION TO WATER MAIN

C645 PRESSURE REDUCING VALVE ASSEMBLY DETAIL

C650 *WP-1 STORMWATER POLLUTION PREVENTION

*WP-2 SILT FENCE & STONE OVERFLOW STRUCTURE

C660 *ST-1 STREET - GENERAL NOTES

*ST-15 STANDARD CURB AND GUTTER DETAILS

C661 *ST-7 CONCRETE STREETS CURB DETAILS

*ST-8 CONCRETE KEYWAY CONSTRUCTION JOINT DETAIL

C662 *ST-9 CONCRETE EXPANSION & SAWED CONTRACTION JOINT DETAILS

*ST-16 RIBBON CURB DETAIL

C663 *ST-20 STANDARD CURB & GUTTER REPLACEMENT DETAILS

*ST-24A STANDARD COMMERCIAL DRIVE APPROACH

C664 *ST-24B COMMERCIAL DRIVE APPROACH GENERAL NOTES

*ST-30 CLASS A B C PAVEMENT REPLACEMENT, TRENCH BACKFILL, &

EMBEDMENT

C665 *ST-31 TRENCH BACKFILL WITH CONTROLLED LOW STRENGTH MATERIAL &

EMBEDMENT

*ST-32 CONCRETE PAD MODIFICATION EXAMPLES

C666 *ST-37 CONC PAVEMENT REPLACEMENT

*ST-38 STEEL PLATE DETAIL

C667 *SW-1 SIDEWALK GENERAL NOTES

*SW-2 SIDEWALK DETAILS LEGEND

C668 *SW-3 SIDEWALK DETAILS

*SW-4 SIDEWALK DETAILS

C669 *SW-5 CURB RAMPS GENERAL NOTES 1 OF 2

*SW-6 CURB RAMPS GENERAL NOTES 2 OF 2

C670 *SW-7 CURB RAMPS TYPES 1, 2, 3, 5, & 6

*SW-8 CURB RAMPS TYPES 7, 10, 20, 21, & 22

C671 *SW-9 DETECTABLE WARNING SURFACE DETAILS

*SW-10 VERTICAL & HORIZONTAL CLEARANCE REQUIREMENTS

C680 *SD-1 STORMWATER DRAINAGE GENERAL NOTES

C681 STORM DRAIN DETAILS

C682 STORM DRAIN DETAILS

C683 *TxDOT FW-0 CONCRETE WINGWALL

C690 *T-1 TRAFFIC CONTROL PLANS

*T-6 SIGN POST INSTALLATION

C691 *TxDOT TCP (2-1)-18 - TRAFFIC CONTROL PLAN C692 TxDOT TCP (2-2)-18 TRAFFIC CONTROL PLAN (MOD)

C693 *TXDOT TCP (2-3)-23 TRAFFIC CONTROL PLAN

C694 *TxDOT TCP (2-4)-18 - TRAFFIC CONTROL PLAN C695 *TxDOT TCP (2-5)-18 - TRAFFIC CONTROL PLAN C696 *TxDOT TCP (2-6)-18 - TRAFFIC CONTROL PLAN

8/8/2025

1 ADDENDUM #2 9/12/25

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60WA2102D

61WW2003I

SHEET NO.

CHECKED:

DESIGN:

DRAWN:

PROJECT NO:

ISSUE DATE:

NAME

8/8/2025

CONSULTANT:

UTILITY RELOCATION

FRANKLIN AVE

GENERAL NOTES

LEGEND

KEY NOTES (SEE SHT C103-C105)

TEXAS REGISTERED ENGINEERING FIRM

TBPE F-204

AUGUST 2025

1. CAUTION: GAS IN AREA

2. CAUTION: EXISTING OVERHEAD UTILITIES IN

VICINITY. CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING NEAR

ELECTRIC FACILITIES

3. WARNING: THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATION AND AVOIDING ALL EXISTING

UTILITIES BY CALLING THE 'ONE CALL'

LOCATOR SERVICE AT (800)344-8377 AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION.

R

DAVID L. MAREK

#83327

AXET

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END WASTEWATER ABANDONMENT

BEGIN WASTEWATER REMOVAL

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STA. 275+59.61, 131.27'R

END WASTEWATER REMOVAL

N: 10533958.7140 E: 3284287.1190

STA. 273+96.26, 130.80'R

BEGIN WASTEWATER ABANDONMENT

N: 10533839.0077 E: 3284170.6547

0 20 40

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0/

/2

60WA2102D

61WW2003I

SHEET NO.

CHECKED:

DESIGN:

DRAWN:

PROJECT NO:

ISSUE DATE:

NAME

8/8/2025

CONSULTANT:

UTILITY RELOCATION

FRANKLIN AVE

GENERAL NOTES

LEGEND

KEY NOTES (SEE SHT C103-C105)

TEXAS REGISTERED ENGINEERING FIRM

TBPE F-204

AUGUST 2025

1. CAUTION: GAS IN AREA

2. CAUTION: EXISTING OVERHEAD UTILITIES IN

VICINITY. CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING NEAR

ELECTRIC FACILITIES

3. WARNING: THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATION AND AVOIDING ALL EXISTING

UTILITIES BY CALLING THE 'ONE CALL'

LOCATOR SERVICE AT (800)344-8377 AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION.

R

DAVID L. MAREK

#83327

AXET

S

TE O

STA

F

REE

GNE

DERE NI

I O

G I S

PROFESS

RE

T

NAL

DATE

INFRASTRUCTURE SERVICES

EXISTING WASTE WATER LINE (ALL

SIZES≤12") (ALL DEPTHS) TO BE

REMOVED AND DISPOSED OFF SITE.

INSTALL GRAVEL TRENCH BACKFILL

IN EXCAVATED AREAS.

EXISTING WASTE WATER MANHOLE

(ALL SIZES) (ALL DEPTHS) TO BE

REMOVED AND DISPOSED OFFSITE.

INSTALL GRAVEL TRENCH BACKFILL

IN EXCAVATED AREAS.

WASTEWATER REMOVAL AND

ABANDONMENT PLAN

CHEDDARS DRIVE

DLM

CDG

DLM

C208

WASTEWATER CALLOUTS

MISCELLANEOUS CALLOUTS

CLASS "F" SURFACE REPLACEMENT

(SOLID BLOCK SOD), INCLUDING

NECESSARY WATERING

LEGEND

UTILITY TO BE

REMOVED

UTILITY TO BE

ABANDONED

X X X X X X

GROUT FILL EXISTING 6" WASTE

WATER LINE TO BE ABANDONED

60 6

9/12/2025

12"W

12"W

12"W

12"W

12"W

12"W

12"W

12"W

12"W

12"W

12"W

12"W

W

8"W

8"W

12"W

12"W

12"W

12"W

8"W

8"W

12"W 12"W

8"SS

8"SS

8"SS

10"SS

10"SS

6"SS

6"SS

10"SS

10"SS

10"SS

10"SS

18"SD

AT&T

FO

FO

FO

FO

FO

FO

FO

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GASOHE

WV

WV

WW WW

D

D

WW

WW

UBT

WV

W WV

TS

BOX

TS

BOX

TS

BOX

E

TS

BOX

/////////////X

X X

X

10"SS

10"SS

10"SS

10"SS

10"SS

10"SS

10"SS

10"SS

10"SS

10"SS

10"SS

10"SS

X X

FRANKLIN AVE

SS298

2.538 ACRES

CHEDDAR'S LOT 3 BLOCK 1

BDC PROPERTIES INC

PARCEL ID: 327984

O.P.R.M.C.T. 2021026877

FRANKLIN

AVE

EXIST R.O.W.

PRECISIO

N

DR

LOWES

12"W

12"W

12"W

12"W

12"W

"W

"W

"W

"W

"W

"S

D

"S

D

"S

D

"S

D

"S

D

"S

D

"S

D

"S

D

"S

D

"S

D

W

1"W

8"W

8"W

8"W

8"W

1"W

GAS

FO

8"

SS

"S

S

"S

S

"S

S

"S

S

18"SS

18"SS 27"SS

27"SS

GAS

GAS

GAS

GAS

GAS

G

AS

2" W

2" W

WW

EJB

WW

WW

WW

EJB EJB

EEJB

"S

S

"S

S

"S

S

XXXXX

X

30"SS

30"SS

30"SS

30"SS

30"SS

30"SS

30"SS

30"SS

30"SS

30"SS 30

"S

S

"S

S

"S

S

"S

S

TRAV #8

N:10532902.27

E:3282479.96

ELEV:535.48

TRAV #31

N:10533039.60 E:3282523.74

ELEV:541.02

6+

MATCHLINE C205

12"W 12"W

12"W

12"W

12"W

"W

"W

"W

"W

"W

"W

"W

"W

"W

S 24"SS

8"

SS

24"SS

24"SS

24"SS

24"SS

24"SS

24"SS

24"SS

24"SS

24"SS

24"SS

24"SS

24"SS

18"SS

D

W

AT

&T

AT

&T

AT

&T

AT

&T

AT

&T

AT

&T

AT

&T

AT

&T

AT

&T

AT

&T

AT

&T

6"

SS

6"

SS

6"

SS

6"

SS

"S

D

"S

D

GAS

"W

"W

"W

"W

UGE

UGE

TV

U B

W

EJ

B U

B

WWU

B

WWGG

V

C

W V

C

C

EJ

B

GTGT

C

E

EJ

B

C

"S

S

"S S

"S

S

30"SS

30"SS

30"SS

30"SS

30"SS

"S

S

TRAV #19

N:10532653.03 E:3282589.45

ELEV:533.94

TRAV #34

N:10532605.26 E:3282685.99

ELEV:537.05

0 20 40

SCALE IN FEET

I:\ Pr oj ec ts \C

W

AC

- F R

AN

KL

IN

U

TI

LI

TY

\0

8_ Pl an s_

D ra w in gs \2

0_ Sh ee ts

\C W

AC

4- C

-S

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ER

-A

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N D

O N

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9/

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ED

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/2

60WA2102D

61WW2003I

SHEET NO.

CHECKED:

DESIGN:

DRAWN:

PROJECT NO:

ISSUE DATE:

NAME

8/8/2025

CONSULTANT:

UTILITY RELOCATION

FRANKLIN AVE

GENERAL NOTES

LEGEND

KEY NOTES (SEE SHT C103-C105)

TEXAS REGISTERED ENGINEERING FIRM

TBPE F-204

AUGUST 2025

1. CAUTION: GAS IN AREA

2. CAUTION: EXISTING OVERHEAD UTILITIES IN

VICINITY. CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING NEAR

ELECTRIC FACILITIES

3. WARNING: THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATION AND AVOIDING ALL EXISTING

UTILITIES BY CALLING THE 'ONE CALL'

LOCATOR SERVICE AT (800)344-8377 AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION.

R

DAVID L. MAREK

#83327

AXET

S

TE O

STA

F

REE

GNE

DERE NI

I O

G I S

PROFESS

RE

T

NAL

DATE

INFRASTRUCTURE SERVICES

WASTEWATER BYPASS PUMPING PLAN

DLM

CDG

DLM

C210

PROP. 4' DIA MANHOLE

INSTALLED ON 10" SEWER LINE

CONTRACTOR TO INSTALL

BYPASS PUMP IN MANHOLE

FL IN = 528.75

RIM = 538.85

CONTRACTOR TO REMOVE

MANHOLE, BACKFILL

EXCAVATED AREA W/SELECT

FILL, & INSTALL 6" SOLID

BLOCK SOD AFTER

COMPLETION OF BYPASS

PUMPING

COST TO BE SUBSIDIARY TO

BYPASS PUMPING BID ITEM

CONTRACTOR TO PROVIDE HMAC

PROTECTION OVER TEMPORARY

BYPASS FORCEMAIN. BYPASS

FORCEMAIN TO BE BURIED.

INSTALL PERMANENT SURFACE

REPLACEMENT IN DISTURBED

AREA UPON ACCEPTANCE

PROP. 30" WASTEWATER

LINE 'B' SEE SHEET C404

RECEIVING

MANHOLE

RIM =531.91

FL =525.99

NORTH NEW ROAD

FR

ANKLI

N A

VE

SE

RVIC

E

RD

RECEIVING

MANHOLE

#1041044

RIM = 536.28

FL = 526.50

BYPASS

FORCE MAIN

EXISTING MANHOLE

#1041003

CONTRACTOR TO PLUG

OUTFLOW & INSTALL

BYPASS PUMP

RIM = 534.20

FL = 528.52

NEW MAIN INSTALLED,

TESTED, & APPROVED PRIOR

TO BYPASS ACTIVITIES

PROP. 30" WASTEWATER

LINE 'B' SEE SHEET C403

BYPASS

FORCE MAIN

LEGEND

UTILITY TO BE

REMOVED

UTILITY TO BE

ABANDONED

X X X X X X

SOUTH NEW ROAD

FRANKLIN VILLAGE AW, LLC &

FRANKLIN VILLAGE MANAGER

PV,LLC

101-109 S NEW ROAD

LOT 6 BLOCK 1

FR

A

N K

LI

N

A V

E

SE

R

V

IC

E R

D FRANKLIN VILLAGE

MANAGER PV, LLC

LOT 5, BLOCK 1

EXISTING MANHOLE

#1042027

CONTRACTOR TO

PLUG OUTFLOW &

INSTALL BYPASS PUMP

RIM = 534.86

FL = 525.05

BYPASS

FORCE MAIN

PROP. 10" WASTEWATER

LINE 'A1' SEE SHEET C402

RECEIVING

MANHOLE

#1042035

RIM = 537.00

FL = 522.25

1 ADDENDUM #2 9/12/25

LINE 'B-2'

LINE 'A1' LINE 'B-1'

"W

12"W

12"W

12"W

12"W

12"W

12"W

12"W

12"W

8"W

8"W

8"W

8"W

8"W

8"SS

8"SS

8"SS

8"SS

6"

SS

8"SS

8"SS

6"SS

6"SS

6"SS

6"SS

6"SS

6"SS

6"SS

6"SS

6"SS

6"SS

6"SS

24"SD

24"SD

24"SD

24"SD

30"SD

30"SD

24"SD

24"SD

24"SD

24"SD

24"SD

24"SD

24"SD

24"SD

24"SD

24"SD

24"SD

24"SD

24"SD

W

12"W

12"W

12"W

12"W

8"W

12"W

12"W

12"W

12"W

12"W

OHE

OHE

OHE

OHE

OHE

OHE

OHE LP

LP

GAS

GAS

GAS

GAS

GAS

GAS

GAS

TV

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

FO

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

GAS

6"SS

6"SS

6"SS

6"SS

6"SS

6"SS

6"SS

6"SS

"S

D

"S

D

8"W

8"W

8"W

8"W 12"W

12"W

12"W

12"W

12"W

12"W

12"W

12"W

6"SS

D

WW

WW

UBT

WVWWV

TS

BOX

D

D

WV

WV

W

UB

WW

D

EWW

WW

TS

BOX

UB

TSBOX

EEJBTS

BOX

TS

BOX

TS

BOX

WW

D

C

ROCKROCK

TS

BOX

10"SS

X X

8"SS

8"SS

8"SS

8"SS

8"SS

8"SS

X

X X X X X X X X

CHEDDAR'S LOT 3 BLOCK 1

EXIST R.O.W.

TBM 12

ELEV=541.80

TRAV #14

N:10534147.41 E:3284450.89

ELEV:535.76

TRAV #15

N:10533730.81 E:3284072.01

ELEV:543.22

CHEDDARS DR

SS29

FR

ANKLI

N A

VE

0 20 40

SCALE IN FEET

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W

AC

- F R

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R

EV

IS

ED

0/

/2

60WA2102D

61WW2003I

SHEET NO.

CHECKED:

DESIGN:

DRAWN:

PROJECT NO:

ISSUE DATE:

NAME

8/8/2025

CONSULTANT:

UTILITY RELOCATION

FRANKLIN AVE

GENERAL NOTES

LEGEND

KEY NOTES (SEE SHT C103-C105)

TEXAS REGISTERED ENGINEERING FIRM

TBPE F-204

AUGUST 2025

1. CAUTION: GAS IN AREA

2. CAUTION: EXISTING OVERHEAD UTILITIES IN

VICINITY. CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING NEAR

ELECTRIC FACILITIES

3. WARNING: THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATION AND AVOIDING ALL EXISTING

UTILITIES BY CALLING THE 'ONE CALL'

LOCATOR SERVICE AT (800)344-8377 AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION.

R

DAVID L. MAREK

#83327

AXET

S

TE O

STA

F

REE

GNE

DERE NI

I O

G I S

PROFESS

RE

T

NAL

DATE

INFRASTRUCTURE SERVICES

WASTEWATER BYPASS PUMPING PLAN

DLM

CDG

DLM

C211

LEGEND

UTILITY TO BE

REMOVED

UTILITY TO BE

ABANDONED

X X X X X X

9/12/2025

EXISTING MANHOLE

(NO ID)

CONTRACTOR TO

PLUG OUTFLOW &

INSTALL BYPASS PUMP

RIM = 543.08

FL = 534.83

CONTRACTOR TO

DIRECTIONAL DRILL

FORCEMAIN

BENEATH DRIVEWAY

RECEIVING

MANHOLE

#1041030

RIM = 534.42

FL = 529.43

BYPASS

FORCE MAIN

PROP. 8" WASTEWATER

LINE 'H' SEE SHEET C413

BYPASS

FORCE MAIN

CONTRACTOR TO

DIRECTIONAL DRILL

FORCEMAIN

BENEATH DRIVEWAY

LINE 'H'

GTGT

GTGT

8"SS

10"SS

8"SS

8"SS

"S

S

30"SS

SD

SD

SCALE IN FEET

500 250

I:\ Pr oj ec ts \C

W

AC

- F R

AN

KL

IN

U

TI

LI

TY

\0

8_ Pl an s_

D ra w in gs \2

0_ Sh ee ts

\C W

AC

4- C

-S

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ER

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T D

AT

E:

9/

/2

8:

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, C

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NO. REVISION DATE

R

EV

IS

ED

0/

/2

60WA2102D

61WW2003I

SHEET NO.

CHECKED:

DESIGN:

DRAWN:

PROJECT NO:

ISSUE DATE:

NAME

8/8/2025

CONSULTANT:

UTILITY RELOCATION

FRANKLIN AVE

GENERAL NOTES

LEGEND

KEY NOTES (SEE SHT C103-C105)

TEXAS REGISTERED ENGINEERING FIRM

TBPE F-204

AUGUST 2025

1. CAUTION: GAS IN AREA

2. CAUTION: EXISTING OVERHEAD UTILITIES IN

VICINITY. CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING NEAR

ELECTRIC FACILITIES

3. WARNING: THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATION AND AVOIDING ALL EXISTING

UTILITIES BY CALLING THE 'ONE CALL'

LOCATOR SERVICE AT (800)344-8377 AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION.

R

DAVID L. MAREK

#83327

AXET

S

TE O

STA

F

REE

GNE

DERE NI

I O

G I S

PROFESS

RE

T

NAL

DATE

INFRASTRUCTURE SERVICES

WASTEWATER

OVERALL LAYOUT

DLM

CDG

DLM

C400

FRANKLIN AVE - S

S298

W

ACO D

R - U S 84

LAKE AIR DR

FACTO

RY DR

INDUSTRIAL DR CO

M

M

ERCE ST

NEW

RD

CHEDDERS DR

VALLEY MILLS DR

C401 - LINE A

C

- L

IN

E

D

C407 - LINE E

C405 - L

INE CC403 - LINE B

C410

C411 - L

INE G

C412

C408 - L

INE F

C409

C404

C402

C41 3 -

LI

NE H C402 - LINE A1

D

WW

DWV

WV

WW

WW

D

WW

TS

BOX

TS

BOX

E

D

TS

BOX

18"SD

W

8"W 8"W

"W

"W

8"W 8"W

"W

"W

8"SS 8"SS 8"SS 8"SS

"S

S

"S S

10"SS 10"SS 10"SS 10"SS 10"SS

"S

D

"S D

"S

D

"S D

18"SD

"S

D

AT&T

FO

FO

FO

FO

FO

G

AS

G

AS

GAS GAS

G

AS

G

AS

G

AS

O

HE

O

HE

8" W

8" W

XXXX////////////

10"SS 10"SS 10"SS 10"SS 10"SS 10"SS 10"SS 10"SS 10"SS 10"SS 10"SS 10"SS 10"SS 10"SS

"S

S

"S

S

"S S

"S

S

"S S

"S

S

"S S

XX

W

"W

12"W 12"W

X X

X X

X X

X

"W

"W

"W

"W

X

B

1TEMP

0+00 1+00 2+00 3+00

4+

PROP. 10" WASTEWATER

WESTWOOD LOT 26 BLOCK 2

PARCEL ID: 327984

O.P.R.M.C.T. 2021026877

LI

NE

A

FR

A

N K

LI

N

A V

E

S S

FR

A

N K

LI

N

A V

E

S S

8EX

IS

T

R .O

.W

PRESCISION DR

STA. 3+73.89

=TxDOT STA. 280+01.25

PROP. 5' DIA MANHOLE

N 10534445.8646 E 3284406.4972

STA. 1+08.27

=STA. 0+10.00 LINE 'A1'

=TxDOT STA. 279+81.65

PROP. 5' DIA MANHOLE

N 10534258.6797 E 3284594.9550

STA. 0+10.00

PROP. 5' DIA MANHOLE

N 10534186.7449 E 3284658.2760

STA. 0+19.09

PROP. 5' DIA MANHOLE

N 10534195.8390 E 3284658.2231

PROP. 15'X30'

BORE PIT

TO

R

EM

AI

N

EX. 8" CLAY

WASTEWATER

6'

9+

0+

1+

EX

. 4

'X 2'

R

BC

B

EX

. 1

8" S

TO

R

M D

R

AI

N

TO

R

EM

AI

N

ABANDONMENT/REMOVAL WASTEWATER, SEE SHEET C207

STA: 3+68.89

END BORE & ENCASE

N: 10534442.3423 E: 3284410.0434

STA: 1+66.50

BEGIN BORE & ENCASE

N: 10534299.7178 E: 3284553.6379

MATCHLINE STA. 4+00

STA: 2+72.20

= STA: 279+93.75 TxDOT

N: 10534374.2055 E: 3284478.6436

STA: 1+13.27

BEGIN INSTALLATION OF

24" ENCASEMENT BY OPEN CUT

BEGIN 10" SDR-26 PVC ASTM D3034

N: 10534262.2052 E: 3284591.4055

.9

8'

8'

EX

IS

T R

.O .W

PROP. 15'X30'

BORE PIT

265.62' of 10" PVC @ 0.29%

5.

5.

6.

6.

6.

6.

6.

202.39' BORE & ENCASE IN 24"

STEEL ENCASEMENT PIPE

31.11' TRENCH

SAFETY156.5' TRENCH SAFETY

ST

A:

1+

.5

EL

EV

:5

.7

STA:3+68.89

ELEV:528.27

1.

1.

89.17' of 10" PVC @ 0.30%

0.

5'

9.09' of 10" PVC @ 0.30%

QMAX = 0.78 MGD

VMAX = 2.2 FPS

QMAX = 0.78 MGD

VMAX = 2.2 FPS

EX. 8" PVC

WASTEWATER

ST

A:

1+

.2

EL

EV

:5

.5

53.23' ENCASEMENT IN 24"

STEEL ENCASEMENT PIPE

EX. GAS

(DEPTH UNKNOWN)(MAT'L UNKNOWN)

EX. FIBER

(DEPTH UNKNOWN)

EX. 12" WATER

TP = 526.70

POTHOLE: TH-1A

EX. 18" RCP

(DEPTH CALC'D)

EX. 4'X2' BOX CULVERT

(DEPTH CALC'D)

ST

A.

+7

3.

PR

O

P.

' D

IA

M

AN

H O

LE

R

IM

E

L:

.9

" P

VC

F L

IN

(S

W

6.

" P

VC

F L

O U

T (S

E) : 5

.8

ST

A.

+0

8.

PR

O

P.

' D

IA

M

AN

H O

LE

R

IM

E

L:

.9

" P

VC

F L

IN

(W

6.

" P

VC

F

L

IN

(N W

6.

" P

VC

F

L O

U T

(S E)

: 5

.9

ST

A.

+1

0.

PR

O

P.

' D

IA

M

AN

H O

LE

R

IM

E

L:

.2

" P

VC

F L

IN

(N

5.

8" P

VC

F

L O

U T

(S E)

: 5

.5

ST

A.

+1

9.

PR

O

P.

' D

IA

M

AN

H O

LE

R

IM

E

L:

.3

" P

VC

F L

IN

(N

W

5.

" P

VC

F L

O U

T (S

5.

PROP. 12" WATER

SCALE IN FEET

VERT

HORZ 20 40

2 4

I:\ Pr oj ec ts \C

W

AC

- F R

AN

KL

IN

U

TI

LI

TY

\0

8_ Pl an s_

D ra w in gs \2

0_ Sh ee ts

\C W

AC

4- C

-S

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ER

.d

T D

AT

E:

9/

/2

8:

R O

TH

, C

H R

IS

TI

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E E

T S

IZ

E

: 1 1x

NO. REVISION DATE

R

EV

IS

ED

0/

/2

60WA2102D

61WW2003I

SHEET NO.

CHECKED:

DESIGN:

DRAWN:

PROJECT NO:

ISSUE DATE:

NAME

8/8/2025

CONSULTANT:

UTILITY RELOCATION

FRANKLIN AVE

GENERAL NOTES

LEGEND

KEY NOTES (SEE SHT C103-C105)

TEXAS REGISTERED ENGINEERING FIRM

TBPE F-204

AUGUST 2025

1. CAUTION: GAS IN AREA

2. CAUTION: EXISTING OVERHEAD UTILITIES IN

VICINITY. CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING NEAR

ELECTRIC FACILITIES

3. WARNING: THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATION AND AVOIDING ALL EXISTING

UTILITIES BY CALLING THE 'ONE CALL'

LOCATOR SERVICE AT (800)344-8377 AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION.

R

DAVID L. MAREK

#83327

AXET

S

TE O

STA

F

REE

GNE

DERE NI

I O

G I S

PROFESS

RE

T

NAL

DATE

INFRASTRUCTURE SERVICES

10" SDR-26 PVC ASTM D3034 WASTE

WATER (STREET TRENCH)

24" STEEL ENCASEMENT PIPE,

MINIMUM THICKNESS: 0.375 IN,

INSTALLED BY DRY BORE (ALL

DEPTHS)

CONNECTION TO EXISTING WASTE

WATER LINE (ALL SIZES≤12") (ALL

DEPTHS), INCLUDING NECESSARY

REPLACEMENT OF EXISTING PIPE

POTHOLE EXISTING WASTE WATER

LINE TO DETERMINE LOCATION AND

ELEVATION PRIOR TO

CONSTRUCTION

POTHOLE EXISTING STORM DRAIN

TO DETERMINE LOCATION AND

ELEVATION PRIOR TO

CONSTRUCTION

ADJUST MANHOLE COVER TO

GRADE AND INSTALL CONCRETE

DIAMOND

CLASS "F" SURFACE REPLACEMENT

(SOLID BLOCK SOD), INCLUDING

NECESSARY WATERING

0+00

2+001+00 3+00

540 540

WASTEWATER LINE 'A'

PLAN & PROFILE

STA. 0+00 TO 4+00

DLM

CDG

DLM

C401

2 91

FLOWLINE

ELEVATION

PROFILE LEGEND

PROP. GROUND ~ CENTERLINE PIPE

EXIST. GROUND ~ CENTERLINE PIPE

4+00

5' DIA. MANHOLE WITH STANDARD

RING & COVER

POTHOLE EXISTING WATER LINE TO

DETERMINE LOCATION AND

ELEVATION PRIOR TO

CONSTRUCTION

POTHOLE EXISTING FIBER OPTIC

UTILITY TO DETERMINE LOCATION

AND ELEVATION PRIOR TO

CONSTRUCTION

POTHOLE EXISTING UNDERGROUND

GAS LINE UTILITY TO DETERMINE

LOCATION AND ELEVATION PRIOR

TO CONSTRUCTION

WASTEWATER CALLOUTS

EXISTING CONCRETE CURB &

GUTTER TO BE SAWCUT, REMOVED

AND REPLACED, INCLUDING

CONNECTION TO EXISTING CURB

AND GUTTER

M

AT

C H

LI

N

E

ST

A.

+0

2 92

3 14

CLASS "C" SURFACE REPLACEMENT3

ADJUST MANHOLE COVER TO

GRADE

MISCELLANEOUS CALLOUTS

45°

45°

122°

58° 93

EXISTING CONCRETE RIBBON TO BE

SAWCUT, REMOVED AND REPLACED,

INCLUDING CONNECTION TO

EXISTING CONCRETE CONCRETE.

CONTRACTOR TO INSTALL

INTEGRAL COLOR TO MATCH

EXISTING.

INSTALL 6' STEEL POST AND MH

SIGNAGE

24" STEEL ENCASEMENT PIPE,

MINIMUM THICKNESS: 0.375 IN,

INSTALLED BY OPEN CUT (ALL

DEPTHS) (STREET TRENCH)

125 18

10" SDR-26 PVC, TYPE PSM, ASTM

D2241 WASTEWATER (STREET

TRENCH)

POTHOLE TH-1A

9/12/25ADDENDUM #21

WV WV

W

UB

WW

D

WW

WW

TS

BOX

UB TS BO

X

TS

BOX

TS

BOX

TS

BOX WW

D

C

G

AS

G

AS

GAS

GAS

GASGASGAS

12"W 12"W 12"W 12"W

12"W 12"W 12"W 12"W 12"W

12"W 12"W

6"SS 6"SS 6"SS 6"SS 6"SS 6"SS 6"SS

O H

E

O H

E

O H

E

LP

LP

SP

G

AS

G

AS

G

AS

TV

SB

SB

6"

SS

6"

SS

6"

SS

6"

SS

8"SS

8"SS

8"SS

8"SS

24"SD 24"SD 24"SD 24"SD 24"SD 24"SD 24"SD 24"SD

24"SD

24"SD 24"SD 24"SD

FO FO FO FO FO FO FO FO

FO

FO

FOGAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

GAS

6"

SS

X////////////////XXXXXXXX

8"SS 8"SS 8"SS 8"SS 8"SS 8"SS< < < <

"W

2.101 ACRES

CHEDDAR'S LOT 2 BLOCK 1

MDC COAST 26 LLC

PARCEL ID: 327982

O.P.R.M.C.T. 2022001607

TRAV #15

N:10533730.81

E:3284072.01

ELEV:543.22

C H

E D

D A

R S

D R

0+00 1+00 1+97.44

STA. 1+87.44

CONNECT TO

EX. 8" WASTEWATER

N 10533828.1177 E 3284167.0197

STA. 1+65.46

= TxDOT STA. 274+07.69, 135.73'R

PROP. 4' DIA MANHOLE

N 10533843.8326 E 3284182.3881

STA. 0+10.00

= TxDOT STA. 275+59.61, 131.27'R

PROP. 4' DIA MANHOLE

N 10533958.7140 E 3284287.1190

SS298

FRANKLIN AVE

EX

. 6

" W

AS

TE

W

AT

ER

(M

AT

'L : P

VC

EX

. 6

" W

AS

TE

W

AT

ER

(M

AT

'L U

N

KN

O W

N

EX. 6" WASTEWATER

(MAT'L: CLAY)

RIGHT OF WAY

.6

8'

.7 9'

4.

2'

7.

STA. 1+14.85

PROP. 4' DIA MANHOLE

W/6" EXTERNAL DROP FIXTURE

N 10533881.2293 E 3284216.4806

1.

EX. 8" PVC WASTEWATER

@ 1.06%

ST

A.

+8

7.

C O

N N

EC

T

TO

EX

. 8 " W

AS

TE

W

AT

ER

R

IM

E

L:

.0

8"

P

VC

F L

IN

(S

W

3.

8"

P

VC

F L

O U

T (N

E) : 5

.3

21.98' of 8" PVC @ 1.06%

ST

A.

+6

5.

PR

O

P.

' D

IA

M

AN

H O

LE

R

IM

E

L:

.5

8"

P

VC

F L

IN

(S

W

3.

8"

P

VC

F L

O U

T (N

E) : 5

.7

50.60' of 8" PVC @ 0.40%

ST

A.

+1

4.

PR

O

P.

' D

IA

M

AN

H O

LE

W

/6 " E

XT

ER

N

AL

D R

O P

FI

XT

U R

E R

IM

E

L:

.8

8"

P

VC

F L

IN

(S

W

2.

6"

P

VC

F L

IN

(S

E) : 5

.8

6"

P

VC

F L

IN

(S

E) : 5

.7

8"

P

VC

F L

O U

T (N

E) : 5

.4

104.85' of 8" PVC @ 0.40%

ST

A.

+1

0.

PR

O

P.

' D

IA

M

AN

H O

LE

R

IM

E

L:

.4

8"

P

VC

F L

IN

(S

W

2.

6"

P

VC

F L

IN

(S

E) : 5

.0

6"

C

LA

Y

FL

O U

T (N

E) : 5

.9

EX. 6" CLAY WASTEWATER

@ 0.78%

2.

2.

2.

177.44' TRENCH SAFETY

EX. 2" PE GAS LINE

IN 4" STEEL CASING

(DEPTH UNKNOWN)

(TO BE ABANDONED)

PROP. ATMOS GAS

QMAX = 0.49 MGD

VMAX = 2.19 FPS

QMAX = 0.49 MGD

VMAX = 2.19 FPS

QMAX = 0.80 MGD

VMAX = 3.56 FPS

2.

SCALE IN FEET

VERT

HORZ 20 40

2 4

I:\ Pr oj ec ts \C

W

AC

- F R

AN

KL

IN

U

TI

LI

TY

\0

8_ Pl an s_

D ra w in gs \2

0_ Sh ee ts

\C W

AC

4- C

-S

EW

ER

.d

T D

AT

E:

9/

/2

8:

R O

TH

, C

H R

IS

TI

AN

D

S H

E E

T S

IZ

E

: 1 1x

NO. REVISION DATE

R

EV

IS

ED

0/

/2

60WA2102D

61WW2003I

SHEET NO.

CHECKED:

DESIGN:

DRAWN:

PROJECT NO:

ISSUE DATE:

NAME

8/8/2025

CONSULTANT:

UTILITY RELOCATION

FRANKLIN AVE

GENERAL NOTES

LEGEND

KEY NOTES (SEE SHT C103-C105)

TEXAS REGISTERED ENGINEERING FIRM

TBPE F-204

AUGUST 2025

1. CAUTION: GAS IN AREA

2. CAUTION: EXISTING OVERHEAD UTILITIES IN

VICINITY. CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING NEAR

ELECTRIC FACILITIES

3. WARNING: THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATION AND AVOIDING ALL EXISTING

UTILITIES BY CALLING THE 'ONE CALL'

LOCATOR SERVICE AT (800)344-8377 AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION.

R

DAVID L. MAREK

#83327

AXET

S

TE O

STA

F

REE

GNE

DERE NI

I O

G I S

PROFESS

RE

T

NAL

DATE

INFRASTRUCTURE SERVICES

1+000+00

546 546

WASTEWATER LINE 'H'

PLAN & PROFILE

DLM

CDG

DLM

C413

FLOWLINE

ELEVATION

PROFILE LEGEND

PROP. GROUND ~ CENTERLINE PIPE

EXIST. GROUND ~ CENTERLINE PIPE

2+00

MISCELLANEOUS CALLOUTS

4' DIA. MANHOLE WITH STANDARD

RING & COVER

WASTEWATER CALLOUTS

CLASS "F" SURFACE REPLACEMENT

(SOLID BLOCK SOD), INCLUDING

NECESSARY WATERING

ADJUST MANHOLE COVER TO

GRADE

POTHOLE EXISTING WASTE WATER

LINE TO DETERMINE LOCATION AND

ELEVATION PRIOR TO

CONSTRUCTION

8" PVC TYPE PSM, SDR-26 ASTM

D2241 WASTE WATER (STREET

TRENCH)

POTHOLE EXISTING UNDERGROUND

GAS LINE UTILITY TO DETERMINE

LOCATION AND ELEVATION PRIOR

TO CONSTRUCTION

CONNECTION TO EXISTING WASTE

WATER LINE (ALL SIZES≤12") (ALL

DEPTHS), INCLUDING NECESSARY

REPLACEMENT OF EXISTING PIPE

9/12/2025

EXISTING CONCRETE SIDEWALK TO

BE SAWCUT, REMOVED AND

REPLACED, INCLUDING

CONNECTION TO EXISTING

SIDEWALK

6'

IN

8"

SS

6"

SS

8"

SS

8"

SS

8"

SS

8"SS

8"SS

6"

SS

6"

SS

6"

SS

6"

SS

6"

SS

6"

SS

"S

D

"S D

"S

D

"S

D

"S D

"S

D

"W

8" W

"W

"W

"W

FO

FO

FO

FO

FO

G

AS

G

AS

G

AS

G

AS

G

AS

8" W

8" W

8" W

8" W

6"SS 6"SS

8"W 8"W 8"W 8"W 8"W 8"W

0+00 1+00 2+00 3+00 3+50

STA. 0+20

PROP. 8" GATE VALVE

N: 10534285.5999 E: 3284187.7573

STA. 0+00.87, 7.69'L

PROP. 8" CUT IN GATE VALVE

N: 10534304.3293 E: 3284179.1359

2.168 ACRES

WESTWOOD LOT 26 BLOCK 2

NEETIN LTD

PARCEL ID: 345393

DOC: 9925119

VOL 501 PAGE 57

O.P.R.M.C.T.

2.538 ACRES

CHEDDAR'S LOT 3 BLOCK 1

BDC PROPERTIES INC

PARCEL ID: 327984

O.P.R.M.C.T. 2021026877

TRAV #14

N:10534147.41 E:3284450.89

ELEV:535.76

EX

IS

TI

N

G R

.O .W

EXISTIN

G

R .O

.W

PR

O

P.

2" W

AT

ER

L

IN

E 'B

FR

A

N K

LI

N

A V

E S

S

FR

A

N K

LI

N

A V

E S

S

EX. 4'X2' BOX CULVERT

STA. 3+01.78

PROP. 8" GATE VALVE

N: 10534092.0837 E: 3284392.5846

ABANDONMENT/REMOVAL

WATERLINE SEE SHT. C261

PRO

P. 24" STOR

M

DRAIN (BY O

THER

S)

/ / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / X X X X

12"W

"W

"W

"W

"W

"W

"W

8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W8"W

STA: 2+98.97

END BORE & ENCASE

N: 10534094.0145 E: 3284390.5410

EX

. 3

0" R

C P

ST

O

R M

D R

AI

N

EX

. 2

4" R

C P

ST

O

R M

D R

AI

N

TO

R

EM

AI

N

7+

8+

STA: 1+82.61 LINE 'A'

=STA. 277+29.31 TxDOT CL N: 10534173.9278 E: 3284305.9567

STA: 0+50.00

BEGIN BORE & ENCASE

N: 10534264.9847 E: 3284209.5520

PROP. 8" WATER IN 20"

STL ENCASEMENT PIPE

STA. 0+03.30

PROP. 8" DIP TEE

PROP. 8" 11.25° DIP BEND

PROP. 8" 45° DIP VERT BEND

N: 10534296.4900 E: 3284175.0660

STA. 3+03.97 LINE 'A'

=STA. 0+69.43 LINE 'B'

PROP. 12" X 8" DIP TEE

N: 10534090.5807 E: 3284394.1755

STA. 0+15.18

PROP. 8" 45° DIP BEND

N: 10534288.9178 E: 3284184.2675

PROP. 15'X20'

BORE PIT

92°

PROP. 15'X20'

BORE PIT

ST

A.

+0

3.

PR

O

P.

" D

IP

T

EE

PR

O

P.

" 1 1.

° D

IP

B

EN

D

PR

O

P.

" 4 5°

D

IP

V

ER

T

BE

N D

TP

=5

.3

ST

A.

+2

PR

O

P.

" G

AT

E

VA

LV

E

TP

=5

.4

STA. 3+03.97

PROP. 12" X 8" DIP TEE

TP=529.58

EX. 6" WASTEWATER

(DEPTH CALC'D)

EX. 30" RCP STORM DRAIN

(DEPTH CALC'D)

5' TRENCH SAFETY

9.

9.

9.

9.

9.

9.

5' M

IN

STA:0+50.00

ELEV:529.92 STA:2+98.97

ELEV:529.98

EX. 4" PE GAS

2.

2.

2'

STA. 0+15.18

PROP. 8" 45° DIP BEND

TP=529.41

ST

A.

+0

1.

PR

O

P.

" G

AT

E

VA

LV

E

TP

=5

.5

EX. 24" RCP STORM DRAIN

(DEPTH CALC'D)

PROP. TxDOT STORM

(DEPTH CALC'D)

46.81' TRENCH SAFETY

248.97' BORE & ENCASE IN 20" STEEL ENCASEMENT PIPE

PROP. 8" WATER IN

20" STL ENCASEMENT PIPE PROP. 8" WATER

SCALE IN FEET

VERT

HORZ 20 40

2 4

I:\ Pr oj ec ts \C

W

AC

- F R

AN

KL

IN

U

TI

LI

TY

\0

8_ Pl an s_

D ra w in gs \2

0_ Sh ee ts

\C W

AC

4- C

-W

AT

ER

.d

T D

AT

E:

/1

6/

:1

PM

R O

TH

, C

H R

IS

TI

AN

D

S H

E E

T S

IZ

E

: 1 1x

NO. REVISION DATE

R

EV

IS

ED

0/

/2

60WA2102D

61WW2003I

SHEET NO.

CHECKED:

DESIGN:

DRAWN:

PROJECT NO:

ISSUE DATE:

NAME

8/8/2025

CONSULTANT:

UTILITY RELOCATION

FRANKLIN AVE

GENERAL NOTES

LEGEND

KEY NOTES (SEE SHT C103-C105)

TEXAS REGISTERED ENGINEERING FIRM

TBPE F-204

AUGUST 2025

1. CAUTION: GAS IN AREA

2. CAUTION: EXISTING OVERHEAD UTILITIES IN

VICINITY. CONTRACTOR SHALL EXERCISE

EXTREME CAUTION WHEN WORKING NEAR

ELECTRIC FACILITIES

3. WARNING: THE ENGINEER ASSUMES NO

RESPONSIBILITY FOR THE ACCURACY OF

THE LOCATION OF UNDERGROUND UTILITIES.

THE CONTRACTOR SHALL BE RESPONSIBLE

FOR LOCATION AND AVOIDING ALL EXISTING

UTILITIES BY CALLING THE 'ONE CALL'

LOCATOR SERVICE AT (800)344-8377 AT

LEAST 48 HOURS PRIOR TO CONSTRUCTION.

R

DATE

INFRASTRUCTURE SERVICES

CLASS "F" SURFACE REPLACEMENT

(SOLID BLOCK SOD), INCLUDING

NECESSARY WATERING

0+00

2+001+00 3+00

542 542

WATER LINE 'A'

PLAN & PROFILE

DLM

CDG

DLM

C451

MISCELLANEOUS CALLOUTS

CONCRETE THRUST BLOCKING1

CONNECTION TO EXISTING WATER

LINE (ALL SIZES≤12") (ALL DEPTHS),

INCLUDING NECESSARY

REPLACEMENT OF EXISTING PIPE

8" C-900 PVC WATER LINE (ALL

DEPTHS) (STREET TRENCH)

20" STEEL ENCASEMENT PIPE,

MINIMUM THICKNESS: 0.375 IN,

INSTALLED BY DRY BORE (ALL

DEPTHS)

8" RESILIENT SEAT GATE VALVE,

VALVE BOX AND LID

POTHOLE EXISTING WATER LINE TO

DETERMINE LOCATION AND

ELEVATION PRIOR TO

CONSTRUCTION

POTHOLE EXISTING STORM DRAIN

TO DETERMINE LOCATION AND

ELEVATION PRIOR TO

CONSTRUCTION

ADJUST WATER VALVE COVER TO

GRADE AND INSTALL CONCRETE

DIAMOND

8" CUT IN GATE VALVE, VALVE BOX

AND LID

10 6

11890

TOP OF

PIPE

ELEVATION

PIPE LEGEND (PROFILE)

EXISTING

NON-RESTRAINED

RESTRAINED JOINT

EX. FIRE HYDRANT

TO REMAIN

WATER CALLOUTS

CONTRACTOR TO CENTER THE 18'

SECTION OF PIPE UNDER

CENTERLINE OF PROPOSED STORM

DRAIN.

INSTALL 6' STEEL POST AND GATE

VALVE SIGNAGE

PROFILE LEGEND

F.G. ~ CENTERLINE

N.G. ~ CENTERLINE

10 6

ADJUST WATER VALVE COVER TO

GRADE

R .O

.W

1 ADDENDUM #2 9/12/25

ITEM NO. DESCRIPTION QTY UNIT UNIT PRICE SUB-TOTAL

GENERAL CONDITIONS

1 Mobilization, Permits and Project Incidentals (10% Maximum of Total Bid) 1 LS $ -

2 Bonding & Insurance (2.5% Maximum of Total Bid) 1 LS $ -

3 Stormwater Pollution & Prevention Plan 1 LS $ -

4 Stormwater Pollution & Prevention Plan Implementation 1 LS $ -

Testing of Improvements, including but not limited to all testing required for acceptance of the water & wastewater improvements, and all material, labor, equipment and incidentals, complete and in place.

1 LS $ -

6 Trench Safety Plan 1 LS $ -

7 Confined Space Plan & Implementation 1 LS $ -

Building Waco Signage, including furnishing all materials, construction & placement of signage, removal & disposal and all material, labor, equipment and incidentals, complete and in place.

2 EA $ -

Utility Potholes, including necessary excavation, traffic control plans and implementation, completion of pothole data form, surface material and all material, labor, equipment and incidentals, complete and in place.

1 LS $ -

10 Traffic Control Plan 1 LS $ -

11 Traffic Control Implementation 1 LS $ -

Night Time or After Hours Utility Installation, including all lighting, traffic control, platting, and all material, labor, equipment and incidentals, complete and in place.

1 LS $ -

Fire Watch (All Locations) including all necessary personnel, coordination w/ City of Waco Fire Department, and all material, labor, equipment and incidentals, complete and in place.

1 LS $ -

PRICING INFORMATION - ADDENDUM 02

NOTE: Depending on unit prices, requirements and approved budgeted funds, quantities may be reduced or increased during the contract period.

THE CONTRACTOR IS RESPONSIBLE FOR ALL MATH, CALCULATIONS, AND FORMULAS

SUBTOTAL - GENERAL CONDITIONS

City of Waco Franklin Avenue Utility Relocation

BID PROPOSAL - ADDENDUM 02

Grout Fill & Cap Existing 27" Wastewater Line to be Abandoned, including all necessary installation of caps on existing wastewater line, trust blocking, excavation, gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals complete and in place

122 LF $ -

Grout Fill & Cap Existing 24" Wastewater Line to be Abandoned, including all necessary installation of caps on existing wastewater line, trust blocking, excavation, gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals complete and in place

125 LF $ -

Grout Fill & Cap Existing 18" Wastewater Line to be Abandoned, including all necessary installation of caps on existing wastewater line, trust blocking, excavation, gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals complete and in place

308 LF $ -

Grout Fill & Cap Existing 10" Wastewater Line to be Abandoned, including all necessary installation of caps on existing wastewater line, trust blocking, excavation, gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals complete and in place

748 LF $ -

Grout Fill & Cap Existing 8" Wastewater Line to be Abandoned, including all necessary installation of caps on existing wastewater line, trust blocking, excavation, gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals complete and in place

2,738 LF $ -

Grout Fill & Cap Existing 6" Wastewater Line to be Abandoned, including all necessary installation of caps on existing wastewater line, trust blocking, excavation, gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals complete and in place

520 LF $ -

Removal of Existing 27" Wastewater Line (All Depths) and Disposal Offsite, including any necessary traffic control implementation, excavation, removal, installation of gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals complete and in place

23 LF $ -

Removal of Existing 10" Wastewater Line (All Depths) and Disposal Offsite, including any necessary traffic control implementation, excavation, removal, installation of gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals complete and in place

37 LF $ -

Removal of Existing 8" Wastewater Line (All Depths) and Disposal Offsite, including any necessary traffic control implementation, excavation, removal, installation of gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals complete and in place

70 LF $ -

WASTEWATER IMPROVEMENTS

City of Waco Franklin Avenue Utility Relocation

Removal of Existing 6" Wastewater Line (All Depths) and Disposal Offsite, including any necessary traffic control implementation, excavation, removal, installation of gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals complete and in place

55 LF $ -

Existing Wastewater Manhole (All Sizes) (All Depths) to be Abandoned, including all necessary installation of caps on existing wastewater line, trust blocking, excavation, gravel trench backfill, surface replacement, and all material, labor, equipment, and incidentals complete and in place

3 EA $ -

Existing Wastewater Manhole (All Sizes) (All Depths) to be Removed and Disposed Offsite, including necessary excavation, plugging of existing wastewater lines, removal, transportation and disposal, placement of select fill in excavated areas, necessary traffic control implementation, surface replacement and all material, labor, equipment and incidentals, complete and in place

17 EA $ -

Existing pole & signage to be removed including disposal of pole, delivery of sign to City of Waco, placement of select fill in excavated areas and all material, labor, equipment, and incidentals complete and in place.

1 EA $ -

Connection to existing 27" wastewater line, including necessary pothole investigation, embedment, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place

1 EA $ -

Connection to existing 24" wastewater line, including necessary pothole investigation, embedment, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place

1 EA $ -

Connection to existing 10" wastewater line, including necessary pothole investigation, embedment, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place

1 EA $ -

Connection to existing 8" wastewater line, including necessary pothole investigation, embedment, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place

6 EA $ -

Connection to existing 6" wastewater line, including necessary pothole investigation, embedment, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place

3 EA $ -

City of Waco Franklin Avenue Utility Relocation

Connection to existing 4" force main line, including necessary pothole investigation, embedment, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place

1 EA $ -

Connection to existing wastewater service, including necessary pothole investigation, embedment, gravel trench backfill and all material, labor, equipment, and incidentals complete and in place

1 EA $ -

30" PS46, ASTM F679 Wastewater Line (10'-15' Depth) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

143 LF $ -

30" PS46, ASTM F679 Wastewater Line (15'-20' Depth) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

180 LF $ -

30" PS46, ASTM F679 Wastewater Line (10'-15' Depth) (Off-Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

17 LF $ -

30" PS46, ASTM F679 Wastewater Line (15'-20' Depth) (Off-Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

48 LF $ -

12" SDR-26 PVC ASTM-3034 Wastewater Line (5'-10' Depth) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

316 LF $ -

12" SDR-26 PVC ASTM-3034 Wastewater Line (10'-15' Depth) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

88 LF $ -

12" SDR-26 PVC Type PSM, ASTM-D2241 Wastewater Line (10'-15' Depth) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

32 LF $ -

12" SDR-26 PVC Type PSM, ASTM-D2241 Wastewater Line (10'-15' Depth) (Off Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

42 LF $ -

City of Waco Franklin Avenue Utility Relocation

10" SDR-26 PVC ASTM-3034 Wastewater Line (5'-10' Depth) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

133 LF $ -

10" SDR-26 PVC TYPE PSM, ASTM-D2241 Wastewater Line (5'-10' Depth) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

222 LF $ -

8" SDR-26 PVC ASTM-3034 Wastewater Line (5' - 10' Depth) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

539 LF $ -

8" SDR-26 PVC ASTM-3034 Wastewater Line (10' - 15' Depth) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

149 LF $ -

8" SDR-26 PVC, Type PSM ASTM-2241 Wastewater Line (5' - 10' Depths) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

275 LF $ -

8" SDR-26 PVC, Type PSM ASTM-2241 Wastewater Line (10'-15') Depths) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

409 LF $ -

6" SDR-26 PVC ASTM-3034 Wastewater Line (5'-10' Depth) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

261 LF $ -

6" SDR-26 PVC ASTM-3034 Wastewater Line (10'-15' Depth) (Street Trench) including excavation, surveying, embedment, placement, tracer wire, gravel trench backfill and all material, labor, equipment and incidentals complete and in place

52 LF $ -

30" PS46, ASTM F679 Wastewater Line (All Depths) Installed in 42" Steel Encasement Pipe (All Depths) including tracer wire, installation of utility and all material, labor, equipment, and incidentals complete and in place

352 LF $ -

12" SDR-26 PVC ASTM-3034 Wastewater Line (All Depths) Installed in 24" Steel Encasement Pipe (All Depths) including tracer wire, installation of utility and all material, labor, equipment, and incidentals complete and in place

98 LF $ -

City of Waco Franklin Avenue Utility Relocation

12" SDR-26 PVC ASTM-D2241 Wastewater Line (All Depths) Installed in 24" Steel Encasement Pipe (All Depths) including tracer wire, installation of utility and all material, labor, equipment, and incidentals complete and in place

21 LF $ -

10" SDR-26 PVC ASTM-3034 Wastewater Line (All Depths) Installed in 24" Steel Encasement Pipe (All Depths) including tracer wire, installation of utility and all material, labor, equipment, and incidentals complete and in place

256 LF $ -

8" SDR-26 PVC Type PSM ASTM-2241 Wastewater Line (All Depths) Installed in 16" Steel Encasement Pipe (All Depths) including tracer wire, installation of utility and all material, labor, equipment, and incidentals complete and in place

194 LF $ -

42" Steel Encasement Pipe installed by Dry Bore (All Depths) including necessary excavation, construction of bore pits, jacking of encasement pipe, and all material, labor, equipment, and incidentals complete and in place

352 LF $ -

24" Steel Encasement Pipe installed by Dry Bore (All Depths) including necessary excavation, construction of bore pits, jacking of encasement pipe, and all material, labor, equipment, and incidentals complete and in place.

203 LF $ -

24" Steel Encasement Pipe installed by Open Cut (Street Trench) (All Depths) including necessary excavation, embedment, tracer wire, marking tape, installation of utility, trench backfill and all material, labor, equipment, and incidentals complete and in place

172 LF $ -

16" Steel Encasement Pipe installed by Open Cut (Street Trench) (All Depths) including necessary excavation, embedment, tracer wire, marking tape, installation of utility, trench backfill and all material, labor,…