2-Addendum 1 I-35 NEX Sewer Relocation Project.pdf

CITY OF SCHERTZ, TEXAS

ADDENDUM NO. 1

PROJECT NAME: I-35 NEX Sewer Relocation Project

PROJECT NUMBER # 2025-010

ISSUE DATE: August 12, 2025

TO: Prospective Respondents

Be advised that this Addendum No 1 affects the following changes in the Procurement Documents:

a. Upload of Stamped Plans for Project

The Project is hereby modified as set forth in this Addendum. The original Project Documents and any previously issued addenda remain in full force and effect, except as modified by this Addendum, which is hereby made part of the Project. Respondent shall take this Addendum into consideration when preparing and submitting its submission.

Acknowledgement by Bidder

Each bidder is requested to acknowledge receipt of this Addendum No.1 by his/her signature affixed hereto and to file it with and attached to his/her bid.

The undersigned acknowledges receipt of this Addendum No.1, and that the bid submitted herewith is in accordance with the information and stipulations set forth.

Date Signature of Bidder

Typed or Printed Name

END OF ADDENDUM NO. 1

ENGINEERING & PUBLIC WORKS

N

N.T.S.

LOCATION MAP

Councilmember (Place 1)…….….Mark E. Davis

Councilmember (Place 7)…….….Tim Brown

Mayor………………………………Ralph Gutierrez

Councilmember (Place 6)…….….Allison Heyward

Councilmember (Place 2)…….….Michelle Watson

City Manager……………………...Steve Williams

City Engineer……………………...Kathryn J. Woodlee, P.E., CFM

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EASTING 2215050.09

NORTHING 13780884.22

= STA 5158+10.01 42.64 LT EXT 1809.14 [I35 FRNB]

= STA 6171+36.76 242.37 RT EXT 314.77 [I35 FRSB]

IH-35 NEX STA 4175+00 [I35 CL]

END PROJECT

EASTING 2193151.30

NORTHING 13765435.03

= STA 4905+91.50 123.00 LT [I35 FRNB]

= STA 5904+53.07 113.15 RT [I35 FRSB]

IH-35 NEX STA 3905+00 [I35 CL]

BEGIN PROJECT

Councilmember (Place 3)…….….Paul Macaluso

Councilmember (Place 4)…….….Tiffany Gibson

Councilmember (Place 5)…….….Robert Westbrook

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PREPARED BY:

FAX (210) 798-1896

TEL (210) 798-1895

SAN ANTONIO, TEXAS 78216

100 NE LOOP 410, SUITE 701

TBPELS FIRM REGISTRATION #312

CITY OF SCHERTZ SANITARY SEWER RELOCATION

FROM SCHERTZ PARKWAY TO COUNTRY CLUB BOULEVARD

IH-35 NEX NORTH

S T

ATE

OF TEXA

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P R O

FESSIONAL ENGI

NE

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107722

L E

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CENS

I

NOAH S. SHAFFER

SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312.

OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410

THE RECORD COPY OF THE DRAWING IS ON FILE AT THE

OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN

ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER

BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024.

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED

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ENGINEERING AND PUBLIC WORKS

TEXASCITY OF SCHERTZ

TBPELS FIRM REGISTRATION #312

Texas Department of Transportation

2021C

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312.

OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410

THE RECORD COPY OF THE DRAWING IS ON FILE AT THE

OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN

ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER

BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024.

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED

ATE

OF TEXA

S

P R O

FESSIONAL ENGI

NE

E R

107722

L E

INDEX OF SHEETS

SHEET GENERAL

1 TITLE SHEET

2 INDEX OF SHEETS

3 - 5 GENERAL NOTES

SHEET SANITARY SEWER UTILITY SHEETS

STANDARDS

- SANITARY SEWER STANDARD AND DETAILS

I35 SANITARY SEWER CROSSING PLAN AND PROFILE

NORTHBOUND SANITARY SEWER PLAN AND PROFILE

SEWER PROJECT LAYOUTS

8 11

12 14

15 22

23 28

SANITARY SEWER QUANTITY SUMMARY6 7

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ENGINEERING AND PUBLIC WORKS

TEXASCITY OF SCHERTZ

TBPELS FIRM REGISTRATION #312

Texas Department of Transportation

2021C

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

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ENGINEERING AND PUBLIC WORKS

TEXASCITY OF SCHERTZ

TBPELS FIRM REGISTRATION #312

Texas Department of Transportation

2021C

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

/1

2/

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SPECIAL NOTES (PAY ITEMS):

3) SEWER BYPASS PUMPING SHALL BE SUBSIDIARY TO COST OF SEWER INSTALLATION. NO SEPARATE PAY ITEM.

SHALL BE A NO SEPARATE PAY ITEM.

2) TESTING OF SEWER ELEMENTS SHALL BE SUBSIDIARY TO THE COST OF THE ITEM. TESTING

1) ALL MATERIALS CALLED OUT ON PLANS TO BE SALVAGED SHALL BE A NO SEPARATE PAY ITEM (NSPI)

18) DEWATERING, IF NECESSARY, SHALL BE SUBSIDIARY TO COST PIPE.

ETC. TO BE DONE IN A LEGAL MANNER AT CONTRACTOR'S EXPENSE.

17) DEMOLITION, REMOVAL & DISPOSAL OF ALL EXCESS CONCRETE, RUBBLE, WATER OR SEWER STRUCTURES, D) ALL EXPOSED CONCRETE WORK TO BE CHAMFERED.

C) ALL REINFORCING STEEL TO BE ASTM A-615, GRADE 60, UNLESS OTHERWISE SHOWN.

DETERMINED BY CYLINDER BREAK TEST.

B) ALL CONCRETE TO BE 3000-PSI MINIMUM AT 28 DAYS, UNLESS OTHERWISE SHOWN. STRENGTH TO BE

A) ALL CONCRETE WORK TO BE FORMED, UNLESS OTHERWISE APPROVED.

16) CONCRETE NOTES:

UNLESS DIFFERENT FINISHED ELEVATIONS ARE SHOWN ON PLANS.

15) UPON COMPLETION OF CONSTRUCTION CONTRACTOR SHALL RETURN THE SITE TO ORIGINAL CONTOURS

THE CONTRACTORS EXPENSE.

14) ALL EXCESS EARTHEN MATERIAL SHALL BE DISPOSED OFFSITE IN A LEGAL MANNER AT

UTILITIES AS REQUIRED PRIOR TO CONSTRUCTION.

LOCATIONS. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION AND LOCATION OF THESE UNDERGROUND

13) INFORMATION ON EXISTING UTILITIES IS FROM BEST AVAILABLE INFORMATION OF RECORD AND SPOT FIELD

12) CONTRACTOR TO EXERCISE CAUTION WHEN WORKING NEAR EXISTING FACILITIES AND/OR UTILITIES.

GENERAL INSPECTION.

11) CONTRACTOR TO COORDINATE WITH THE CITY OF SCHERTZ ON WORK SCHEDULES, TESTING, WORK. NOTIFY TEXAS ONE CALL FOR UTILITY LOCATIONS PRIOR TO ANY AND ALL EXCAVATIONS.

CHARGE OF PRIVATE AND PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCEMENT OF

10) CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN

ENACTED BY THE TEXAS LEGISLATURE IN THE 70-TH LEGISLATURE REGULAR SESSION."

SYSTEMS, INCLUDING THE PLANS AND SPECIFICATIONS REQUIRED BY THE HOUSE BILLS 622 AND 665

THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY

DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED IN

THE PERFORMANCE OF THE WORK. THE SEAL OF HALFF REGISTERED PROFESSIONAL ENGINEER (S) HEREON

THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN

9) "THESE PLANS, PREPARED BY HALFF DO NOT EXTEND TO OR INCLUDE DESIGN OR SYSTEMS PERTAINING TO

CONSTRUCTION CONDITION AT NO ADDITIONAL EXPENSE TO THE OWNER

8) ANY DAMAGE TO EXISTING PAVEMENT, DRAINAGE OR EXISTING STRUCTURES SHALL BE REPAIRED TO PRE-

PERMITS REQUIRED PRIOR TO COMMENCEMENT OF CONSTRUCTION.

7) CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH OWNER FOR ALL CITY, STATE, AND FEDERAL

6) ALL DIMENSIONS ARE BASED ON PROPOSED ROADWAY CENTER LINE UNLESS SHOWN OR OTHERWISE NOTED.

SUBCONTRACTORS, MATERIALS AND/OR EQUIPMENT.

5) CONTRACTOR TO BE RESPONSIBLE FOR PROTECTION AND/OR SAFETY OF THE WORK SITE, WORKERS, OF THE PUBLIC AND WORKERS, AS REQUIRED.

4) CONTRACTOR SHALL PROVIDE PROTECTIVE DEVICES SUCH AS SIGNS, LIGHTS, AND SIGNALS FOR THE SAFETY

MOVEMENT ON ALL STREETS AND DRIVEWAYS AFFECTED BY CONSTRUCTION OF UTILITIES.

3) CONTRACTOR TO PLAN AND PERFORM HIS WORK IN A MANNER THAT WILL PERMIT SAFE PUBLIC TRAFFIC

2) CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR TO CONSTRUCTION.

THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) CRITERIA CURRENT CONDITIONS.

ALL TRAFFIC CONTROL / TRAFFIC SAFETY SHOULD BE IN ACCORDANCE WITH

1) ALL IMPROVEMENTS TO BE IN ACCORDANCE WITH CITY OF SCHERTZ CODES.

(b) OF THE STATE WASTEWATER CODE NO WATER TEST ALLOWED.

6) CONTRACTOR TO PROVIDE LEAKAGE TEST FOR MANHOLE IN ACCORDANCE WITH TCEQ CHAPTER 217.58 (a), WITH TCEQ REGULATIONS CHAPTER 290 AND 217.

5) ALL CROSSING OF WASTEWATER COLLECTION LINES AND WATERLINES CONSTRUCTED IN ACCORDANCE

CONSTRUCTION.

4) CONTRACTOR TO FIELD VERIFY THE LOCATION OF EXISTING UTILITIES & FACILITIES PRIOR TO

(1). 30 DAYS AFTER INSTALLATION. NO WATER TEST ALLOWED.

3) CONTRACTOR TO PROVIDE LOW PRESSURE AIR TEST IN ACCORDANCE WITH TCEQ CHAPTER 217.57 (a), MANDREL TO BE PULLED IN BOTH DIRECTIONS.

2) CONTRACTOR TO PROVIDE DEFLECTION TEST IN ACCORDANCE WITH TCEQ CHAPTER 217.57 (b).

1) ALL PROPOSED SEWER LINES WILL BE SDR 26 PIPE MATERIAL (UNLESS OTHERWISE NOTED).

BETWEEN THE TEE CONNECTION AND THE FIRE HYDRANT GATE VALVES.

19) CONTRACTOR WILL USE FITTINGS TO RAISE RAISE FIRE HYDRANT LEAD TO MINIMUM DEPTH OF 5 FEET

PAD IN ACCORDANCE WITH STANDARD DRAWINGS DD-828 SERIES.

18) IN HIGH PRESSURE ZONES, ALL VALVES 6 INCHES AND LARGER SHALL BE SUPPORTED ON A CONCRETE

OF THE INSPECTOR AT NO ADDITIONAL PAYMENT.

17) ALL VALVES OUTSIDE OF PAVEMENT AREA MAYBE SUBJECT TO VALVE MARKER AT THE DIRECTION

WORKMANLIKE MANNER.

16) COLLARS AROUND SUCH VALVE BOXES SHALL BE FORMED AND FINISHED OFF NEATLY AND IN A SOUND

WITH CONCRETE COLLARS AS SHOWN IN THESE STANDARD DRAWINGS.

15) VALVE BOXES LOCATED IN STREETS OR OTHER AREA SUBJECT TO VEHICULAR TRAFFIC SHALL BE PROVIDED

ANOTHER LEVEL AS DIRECTED BY THE ENGINEER.

OPERATING NUT WITH THE BOX COVER FLUSH WITH THE FINISHED PAVEMENT SURFACE OR LOCATED AT

14) ADJUSTABLE VALVE BOX AND VALVE KEY EXTENSION SYSTEMS SHALL BE CENTERED OVER THE VALVE’S

ON ALL VALVES LOCATED BETWEEN 6 FEET AND 13 FEET.

THE CONTRACTOR SHALL INSTALL FULLY ADJUSTABLE VALVE BOX AND VALVE KEY EXTENSION SYSTEMS, 13)

ALL VALVES SHALL HAVE OPERATIONAL NUT WITHIN SIX FEET OF FINISH ELEVATION.12)

. BEING TRANSMITTED TO THE VALVE

THE VALVE BOX SHALL BE PLACED IN SUCH A MANNER TO PREVENT SHOCK OR STRESS ) 11

TEXAS PRIOR TO CONSTRUCTION OF ANY SEWER IMPROVEMENTS.

10) CONTRACTOR TO SUBMIT A SEWER BYPASS PLAN, SIGNED AND SEALED BY A LICENSED ENGINEER IN

9) POST CONSTRUCTION VIDEOS SHALL BE SUBSIDIARY TO COST OF PIPE.

8) ALL TESTING OF PIPE AND MANHOLES SHALL BE SUBSIDIARY TO COST OF PIPE.

7) ALL WASTEWATER CONSTRUCTION SHALL BE IN COMPLIANCE WITH TCEQ REGULATIONS 217

GENERAL CONSTRUCTION NOTES:

WASTEWATER COLLECTION LINE CONSTRUCTION NOTES:

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ENGINEERING AND PUBLIC WORKS

TEXASCITY OF SCHERTZ

TBPELS FIRM REGISTRATION #312

Texas Department of Transportation

2021C

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312.

OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410

THE RECORD COPY OF THE DRAWING IS ON FILE AT THE

OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN

ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER

ATE

OF TEXA

S

P R O

FESSIONAL ENGI

NE

E R

107722

L E

/1

2/

:4 7:

A

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B y:

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N . S ch ul ze , P

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F

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D \S h e e ts \I

N E

X -S

S -Q

T Y -0

.d g n

/7 /2

:1

:3

A

M

ENGINEERING AND PUBLIC WORKS

TEXASCITY OF SCHERTZ

TBPELS FIRM REGISTRATION #312

Texas Department of Transportation

2021C

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

QUANTITY SUMMARY 01

SANITARY SEWER SUMMARY

02081 02082 02221 02221 02221 02221 02221 02222 02222 02260 02448 02448 02448 02448 02506 02506

(5' DIA.)

DROP MANHOLE

SEWER INTERNAL

SANITARY

DIA.)

MANHOLE (5'

SEWER

SANITARY

(4")

FORCE MAIN

SANITARY

REMOVE

(14")

FORCE MAIN

SANITARY

REMOVE

(8")

SEWER MAIN

SANITARY

REMOVE

(10")

SEWER MAIN

SANITARY

REMOVE

MANHOLE

SEWER

SANITARY

REMOVE

(8")

SEWER MAIN

SANITARY

ABANDON

(16")

SEWER MAIN

SANITARY

ABANDON

PROTECTION

SAFETY

EXCAVATION

TRENCH

PIPE (PVC)

8" CARRIER

(SEWER)

CASING

24" STEEL

(SEWER)

CASING

30" STEEL

PIPE

TUNNELING

BORING OR

JACKING,

SEWER LINE

SANITARY

8" PVC

SEWER LINE

SANITARY

10" PVCSHEET LOCATION

EA EA LF LF LF LF EA EA EA EA LF LF LF LF LF LF

SANITARY SEWER PLAN & PROFILE SHEETS

12 OF 28 SEWER CROSSING P&P 01S 3 2 375 90 303 303 303 90

13 OF 28 SEWER CROSSING P&P 01N 378 94 328 328

14 OF 28 SEWER CROSSING P&P 02S 1 2 370 234 274 274 274 234

15 OF 28 STA 3978+55 TO STA 3983+55 1 194 1 191 25 25 191

16 OF 28 STA 4038+37 TO STA 4039+46 1 460 114 99

17 OF 28 STA 4133+83 TO STA 4138+83 31 1 34 34

18 OF 28 STA 4138+83 TO STA 4143+83 1 500 2 500 500

19 OF 28 STA 4143+83 TO STA 4148+83 1 500 1 500 500

20 OF 28 STA 4148+83 TO STA 4153+83 1 19 1 30 30

21 OF 28 STA 4143+83 TO STA 4148+83 262 256

22 OF 28 STA 4148+83 TO STA 4153+83 338 346 20

PROJECT TOTALS 1 8 460 600 194 1,050 10 745 378 2,389 602 622 328 905 515 1,163

/1

2/

:4 7:

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A p A pp ro ve d

B y:

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N . S ch ul ze , P

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F

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.d g n

/7 /2

:2

:5

A

M

ENGINEERING AND PUBLIC WORKS

TEXASCITY OF SCHERTZ

TBPELS FIRM REGISTRATION #312

Texas Department of Transportation

2021C

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

QUANTITY SUMMARY 02

SANITARY SEWER SUMMARY

SHEET LOCATION

SANITARY SEWER PLAN & PROFILE SHEETS

12 OF 28 SEWER CROSSING P&P 01S

13 OF 28 SEWER CROSSING P&P 01N

SEWER CROSSING P&P 02S14 OF 28

STA 3978+55 TO STA 3983+5515 OF 28

STA 4038+37 TO STA 4039+4616 OF 28

STA 4133+83 TO STA 4138+8317 OF 28

STA 4138+83 TO STA 4143+8318 OF 28

STA 4143+83 TO STA 4148+8319 OF 28

STA 4148+83 TO STA 4153+8320 OF 28

STA 4143+83 TO STA 4148+8321 OF 28

STA 4148+83 TO STA 4153+83

PROJECT TOTALS

02506 02524 02532 02532 02532 02532 02534 02534 03300 03315 SP 7299 SP XXXX

SEWER LINE

SANITARY

12" PVC

RELIEF VALVE

VACUUM

RELEASE AND

1" AIR

FORCE MAIN

PIPE (HDPE)

16" CARRIER

FORCE MAIN

PIPE (HDPE)

14" CARRIER

MAIN

SEWER FORCE

SANITARY

14" HDPE

MAIN

SEWER FORCE

SANITARY

16" HDPE

SERVICE STUB

SEWER

SANITARY

ONS

RECONNECTI

SEWER

SANITARY

(5' DIA.)

SEWER MANHOLE

SANITARY

CAST-IN-PLACE

FEET)

(VERTICAL

6') (5' DIA.)

MANHOLES (>

EXTRA DEPTH

STEEL CASING

LINE SPLIT

24" SEWER

T

ABANDONMEN

LIFT STATION

LF EA LF LF LF LF EA EA EA VF LF EA

11 47

328 94 2

2 11

1 4

15 1 1 1

1 256 1

1 20 346 1

15 2 328 20 602 94 1 5 5 27 47 1

/1

2/

:4 7:

A

M

A p A pp ro ve d

B y:

E ric

N . S ch ul ze , P

E E ng in ee rin g D ep ar tm

B

CAB

TYPE 4

TY 1ITS GB

CABTYPE 4

P D

F

D

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:1

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A

M

ENGINEERING AND PUBLIC WORKS

TEXASCITY OF SCHERTZ

TBPELS FIRM REGISTRATION #312

Texas Department of Transportation

2021C

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

3,238 sq ft

0.0743 ac

EASEM

ENT 1

S C

H E

R T

Z P

K W

Y

M

ID

C

IT

IE

S P

K W

Y

T R I C

O U

N T

Y P

K W

Y

R O

Y R

IC

H A

R D D

R

IH-35

IH-35

SEWER PROJECT LAYOUT

N

0 250125125

SCALE: 1"=250'

S C

H E

R T

Z P

K W

Y

R O

Y R

IC

H A

R D D

R

5920+00

5905+00 5910+00 5925+00 5930+00 5935+00

4940+004935+004930+00 4925+004920+00

4915+00

IH-35

5940+00 5945+00 5950+00 5955+00 5960+00

5965+005965+00

+0

4970+00

4965+004960+00

4955+00 4950+004945+00

IH-35

4910+00

+00

M A

T C

H L

IN

E S

T A

I3

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L

M A

T C

H L

IN

E S

T A

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5915+00

3935+003930+003925+003920+003915+003910+00

M A

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IN

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T A

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M A

T C

H L

IN

E S

T A

[I3

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L

3945+00 3950+00 3955+00 3960+00 3965+00

+00

N

P&P 02S

SEWER CROSSING

SHEET 13

SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312.

OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410

THE RECORD COPY OF THE DRAWING IS ON FILE AT THE

OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN

ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER

ATE

OF TEXA

S

P R O

FESSIONAL ENGI

NE

E R

107722

L E

C I35 MLL

LB I35 SBFR

LB I35 NBFR

LB I35 SBFR

LB I35 NBFR

C I35 MLL

B

/1

2/

:4 7:

A

M

A p A pp ro ve d

B y:

E ric

N . S ch ul ze , P

E E ng in ee rin g D ep ar tm

F

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N E

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.d g n

/7 /2

:1

:4

A

M

ENGINEERING AND PUBLIC WORKS

TEXASCITY OF SCHERTZ

TBPELS FIRM REGISTRATION #312

Texas Department of Transportation

2021C

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

2,736 sq ft

0.0628 ac

E A S E

M E N T

B R U S H

M A

IN

S

T

0 250125125

SCALE: 1"=250'

SEWER PROJECT LAYOUT

5975+00 5980+00 5985+00 5990+005990+00 5995+005995+00 6000+006000+00

4980+00 4985+00 4990+00 4995+00 5000+00 5005+00 5010+00

6015+0

6020+006020+00 6025+006025+00 6030+006030+00 6035+006035+00

6040+006040+00

5045+00

5040+00

5035+0

5030+00

5025+

5020+00

6005+00

IH-35

IH-35 4005+004000+003995+003990+003985+003980+00

M A

T C

H L

IN

E S

T A

I3

C

L

M A

T C

H L

IN

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T A

I3

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L

5015+00

6010+006010+00

IH-35

M A

T C

H L

IN

E S

T A

[I3

C

L

M A

T C

H L

IN

E S

T A

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C

L

4040+00

4035+00

4030+00

4025+00

4015+00

4020+00

N

N

C

IB

O L

O V

A L L E

Y D

R

SS-397931

SS-403838

STA 4038+37 TO STA 4039+46

SEWER P&P - CL

SHEET 15

SS-398131

P&P 01S

SEWER CROSSING

SHEET 12

STA 3978+55 TO STA 3983+55

SEWER P&P - CL

SHEET 14

ATE

OF TEXA

S

P R O

FESSIONAL ENGI

NE

E R

107722

L E

SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312.

OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410

THE RECORD COPY OF THE DRAWING IS ON FILE AT THE

OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN

ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER

BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024.

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED

LB I35 SBFR

LC I35 ML

LB I35 NBFR

LC I35 ML

LB I35 SBFR

B I35 NBFRL

/1

2/

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M

A p A pp ro ve d

B y:

E ric

N . S ch ul ze , P

E E ng in ee rin g D ep ar tm

F

D

M O

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D e fa u lt a h

H A

L F F

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D \S h e e ts \I

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/7 /2

:1

:4

A

M

ENGINEERING AND PUBLIC WORKS

TEXASCITY OF SCHERTZ

TBPELS FIRM REGISTRATION #312

Texas Department of Transportation

2021C

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

FM

F A

IR

L A

W N A

V E

B E

L M

O N

T P

K W

Y

F O

R E

S T

E R B

E N

D

N

0 250125125

SCALE: 1"=250'

IH-35

IH-35

IH-35

SEWER PROJECT LAYOUT

5080+005075+005070+00

5065+00 5060+005055+00

6085+006085+00 6090+006090+00 6095+00 6100+006100+00

5105+005100+005095+005090+00

6055+006055+00 6065+00

6070+006070+00 6075+00

5+0

6060+00

4050+00 4055+00 4060+00 4065+00 4070+00 4075+00

M A

T C

H L

IN

E S

T A

[I3

C

L

M A

T C

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IN

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T A

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6080+00

5085+00

4100+004095+004090+004085+00

M A

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M A

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IN

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T A

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N

6050+00

5050+00

LB I35 NBFR

ATE

OF TEXA

S

P R O

FESSIONAL ENGI

NE

E R

107722

L E

SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312.

OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410

THE RECORD COPY OF THE DRAWING IS ON FILE AT THE

OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN

ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER

BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024.

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED

LB I35 SBFR

LC I35 ML

LB I35 SBFR

C I35 MLL

LB I35 NBFR

/1

2/

:4 7:

A

M

A p A pp ro ve d

B y:

E ric

N . S ch ul ze , P

E E ng in ee rin g D ep ar tm

F

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W W -0

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/7 /2

:1

:4

A

M

ENGINEERING AND PUBLIC WORKS

TEXASCITY OF SCHERTZ

TBPELS FIRM REGISTRATION #312

Texas Department of Transportation

2021C

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

15,955 sq ft

0.3663 ac

EASEM

ENT 5

4,273 sq ft

0.0981 ac

EASEM

ENT 6

480 sq ft

0.0110 ac

PART 1

EASEM

ENT 3

332 sq ft

0.0076 ac

PART 2

EASEM

ENT 3

324 sq ft

0.0074 ac

EASEM

ENT 4

H U

B E

R T

U S R

D

C O

U N

T R

Y C

L U

B B

L V

D

N

0 250125125

SCALE: 1"=250'

IH-35

IH-35

IH-35

SEWER PROJECT LAYOUT

6115+006115+00 6120+006120+00 6125+006125+00

6130+00 6135+006135+00

5140+005135+00

5130+00 5125+005120+00

6165+00

6160+006160+006155+006155+006150+006150+00

6110+006110+00 6105+00

5110+00 5115+00

IH-35

4135+004130+004125+004120+004115+004110+00

M A

T C

H L

IN

E S

T A

I3

C

L

M A

T C

H L

IN

E S

T A

I3

C

L

6140+00 6145+006145+00

5145+00 5150+00 5155+00

4145+00 4150+00 4155+00 4160+00 4165+00

M A

T C

H L

IN

E S

T A

I3

C

L

N

0 250125125

SCALE: 1"=250'

SS-413855

SS-413689

STA 4133+83 TO STA 4138+83

SEWER P&P - CL

SHEET 16

STA 4138+83 TO STA 4143+83

SEWER P&P - CL

SHEET 17

STA 4143+83 TO STA 4148+83

SEWER P&P - CL

SHEET 18

STA 4148+83 TO STA 4153+83

SEWER P&P- CL

SHEET 19

STA 4148+83 TO STA 4153+83

FORCE MAIN P&P- CL

SHEET 21

STA 4143+83 TO STA 4148+83

FORCE MAIN P&P - CL

SHEET 20

P&P 01N

FORCE MAIN CROSSING

SHEET 12

ATE

OF TEXA

S

P R O

FESSIONAL ENGI

NE

E R

107722

L E

SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312.

OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410

THE RECORD COPY OF THE DRAWING IS ON FILE AT THE

OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN

ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER

BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024.

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED

LB I35 SBFR

LC I35 ML

B I35 NBFRL

B I35 SBFRL

LC I35 ML

LB I35 NBFR

/1

2/

:4 7:

A

M

A p A pp ro ve d

B y:

E ric

N . S ch ul ze , P

E E ng in ee rin g D ep ar tm

270.33'

D

F

D

M O

N

H W

C

R .p lt

D e fa u lt a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

S .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

S .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

S .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

S .d g n

/7 /2

:1

:4

A

M

ENGINEERING AND PUBLIC WORKS

TEXASCITY OF SCHERTZ

LEGEND

W2-12-D

8"SS

GAS LINE

OVERHEAD ELECTRIC

WATER LINE

SANITARY SEWER LINE

SANITARY SEWER MH

FIRE HYDRANT ASSEMBLY

WATER VALVE

SERVICE RELAY

RELOCATE METER

PRESSURE REDUCING VALVE

BLOW OFF VALVE

TBPELS FIRM REGISTRATION #312

UG TELE

Texas Department of Transportation

2021C

EXISTING PROPOSED

STORM SEWER

PROPOSED UTILITIES WITHIN THE PLANS.

CHANGES TO THE INSTALLATION OF THE

ANY DIFFERENCES THAT WILL CAUSE

CONTRACTOR WILL NOTIFY ENGINEER OF

OR PRIVATE, PRIOR TO CONSTRUCTION.

LOCATING ALL UTILITIES WHETHER PUBLIC

CONTRACTOR SHALL BE RESPONSIBLE FOR

LUMINAIRES

UNDERGROUND TELECOM

NGAS MAIN

OH ELEC

FORCE MAIN LINE 16" FM

T8-01

G4-4

WW5-12-D

TRAFFIC CONDUIT

TRAFFIC LIGHT

PROPOSED ELECTRICAL SERVICE

GROUND BOX

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312.

OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410

THE RECORD COPY OF THE DRAWING IS ON FILE AT THE

OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN

ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER

BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024.

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED

ASSOCIATED WORK.

BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE

AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH

ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES

PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6.

PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM).

IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND

CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR

OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE

ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY

BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION

ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND

TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST

DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST

PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5.

PROPOSED/NATURAL.

CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4.

ALLOWABLE DEFLECTION.

NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S

SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3.

FINAL ROADWAY IMPROVEMENTS.

PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2.

CONSTRUCTION.

CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1.

NOTES:

STEEL ENCASEMENT

ATE

OF TEXA

S

P R O

FESSIONAL ENGI

NE

E R

107722

L E

W

SS-398131

WTR-398086 89

.77

M

IN

.6

.8

P&P 01S

SEWER CROSSING

EXIST EOP

EXIST EOP

EXIST EOP

PROP EOP

EXIST EOP

PROP EOP

EXIST EOP

PROP EOP PROP EOP

EXIST EOP

EXIST EOP

PROP EOP

.4 ' 4 .6

.0

.7

SS-397931

APPROX 12'x12'

REC BORE PIT

APPROX 12'x12'

REC BORE PIT

APPROX 15'x35'

PROP BORE PIT

PROP EOP

EXIST ESMT

EXIST ESMT

EXIST ESMT

+/- 375 LF TO BE ABANDONED

IN CONFLICT WITH PROP FR

EXIST 8" WW MAIN CROSSING

SEE P&P SEWER SHEET 15

W W

W

LB I35 SBFR

C I35

LB I35 NBFR

LB I35 SBFR

LB I35 NBFR

.1

LC I35

IH

-3

S

B M

L

1+00 2+00 3+00 4+00 5+00

-1.48%

F L P

R O

P

S

T O

R M

.2

S T

A

.4

S

S -3

F L P

R O

P F

IB

E R

L

IG

H T

.3

S T

A

.1

S

S -3

F L P

R O

P F

IB

E R

L

IG

H T

.5

S T

A

.5

S

S -3

F L P

R O

P F

IB

E R

L

IG

H T

.5

S T

A

.4

S

S -3

F L P

R O

P

G A

S M

A

IN

.8

S T

A

.0

S

S -3

F L P

R O

P

G A

S M

A

IN

.7

S T

A

.2

S

S -3

F L E

X

W L

.2

S T

A

.3

S

S -3

F L P

R O

P

W L

.7

S T

A

.7

S

S -3

F L P

R O

P F

IB

E R

L

IG

H T

.5

S T

A

.3

S

S -3

F L P

R O

P F

IB

E R

L

IG

H T

.9

S T

A

.5

[S

S -3

F L S

S L

.7

F L S

S L

.2

F L S

S L

.7

F L P

R O

P F

IB

E R

L

IG

H T

.4

S T

A

.0

S

S -3

-1.49%

SDR 26 SS

PVC

PROP 8"

IH

-3

N

B M

L

75.76°

.1 5°

EXIST GROUND

PROP GROUND

2.

90.23°

N

502525 0

SCALE: 1"=50' (H), 1"=10' (V)

F L S

S L

.4

S T

E E

L E

N C

A S

E M

E N

T

D

IA

E N

D

S T

A

.0

S

S -3

(3/8" MIN THICKNESS)

ENCASEMENT PIPE BY BORE

PROP 220 LF 24" STEEL

E X

IS

T R

O W

E X

IS

T R

O W

P R

O P R

O W

R

IM

E

L E

V

.4

F L S

S O

U T N

E

.3

F L S

S I

N S

W

.4

F L S

S I

N N

W

.4

S T

A

.0

S

S -3

L

IH

-3

S

B F

R

IH

-3

N

B F

R

STA 1+47.12 TO STA 4+85.03

JOINT RESTRAINT

24" STEEL ENCASEMENT

PROP 8" PVC SDR 26 SS

E=2199649.75

N=13769373.56

1-5-FT-DIA MH W/PRECAST BASE

INSTALL:

=STA 4+89.03 [SS-398131]

STA 3981+07.06, 180.31 RT [I35 CL]

F L P

R O

P

W L

.8

[S S -3

S T

A

.6

(3/8" MIN THICKNESS)

ENCASEMENT PIPE BY BORE

PROP 83 LF 24" STEEL

R

IM

E

L E

V

.3

F L S

S O

U T S

E

.2

F L S

S I

N N

W

.3

F L S

S I

N N

E

.9

S T

A

.0

[S

S -3

PROP 35 LF 24" SPLIT STEEL CASING

E=2199548.30

N=13769520.31

BEGIN 24" SPLIT STEEL CASING

BEGIN BORE AND 24" STEEL ENCASEMENT PIPE

8" ASTM D3034 PVC SDR 26 SS

=STA 3+67.11 [SS-398131]

STA 3981+07.06, 58.40 RT [I35 CL]

E=2199573.80

N=13769496.34

END 24" SPLIT STEEL CASING

BEGIN BORE AND 24" STEEL ENCASEMENT PIPE

8" ASTM D3034 PVC SDR 26 SS

=STA 4+02.11 [SS-398131]

STA 3981+07.06, 93.40 RT [I35 CL]

F L S

S L

.2

B E

G

IN

S

P L

IT

S

T E

E L C

A S

IN

G

S T

E E

L E

N C

A S

E M

E N

T

L

F

IA

IN

T A

L L

S T

A

.1

S

S -3

F L S

S L

.7

E N

D

S

P L

IT

S

T E

E L C

A S

IN

G

S T

E E

L E

N C

A S

E M

E N

T

L

F

IN

T A

L L

S T

A

.1

S

S -3

E X

IS

T E

S M

T

R

IM

E

L E

V

.6

F L S

S O

U T S

E

.7

F L S

S I

N N

E

.8

F L S

S I

N S

W

.9

S T

A

.4

S

S -3

F L S

S L

.4

E N

D

S

P L

IT

S

T E

E L C

A S

IN

G

E N

D

D

IA

S

T E

E L E

N C

A S

E M

E N

T

S T

A

.1

S

S -3

F L S

S L

.6

B E

G

IN

S

P L

IT

S

T E

E L C

A S

IN

G

S T

A

.1

S

S -3

E=2199387.99

N=13769670.98

END BORE AND 24" STEEL ENCASEMENT PIPE

END 24" SPLIT STEEL CASING

8" ASTM D3034 PVC SDR 26 SS

=STA 1+47.12 [SS-398131]

STA 3981+07.06, 161.60 LT [I35 CL]

BEGIN 24" SPLIT STEEL CASING

STA 1+35.12 [SS-398131]

PROP 12 LF 24" SPLIT STEEL CASING

STA 3981+07.06, 172.24 LT [I35 CL]

E=2199650.36

N=13769458.80

REMOVE EXIST MH

=STA 4+83.62, 25.07 LT [SS-398131]

STA 3981+32.14, 174.90 RT [I35 CL]

E=2199634.21

N=13769439.56

PROP +/- 7 LF 8" ASTM D3034 PVC SDR 26 SS

END 24" STEEL ENCASEMENT PIPE

24" ASTM D3034 PVC SDR 26 SS

=STA 4+82.03 [SS-398131]

STA 3978+07.06, 176.31 RT [I35 CL]

E=2199388.92

N=13769703.68

PROP +/- 25 LF 8" ASTM D3034 PVC SDR 26

EXIST 8" SS (NE)

EXIST 8" SS (NW)

CONNECT:

1-5-FT-DIA MH W/PRECAST BASE

REMOVE EXIST MH AND REPLACE W/

=STA 1+00.00 [SS-398131]

STA 3981+31.52, 183.32 LT [I35 CL]

E=2199371.49

N=13769686.49

PROP +/- 11 LF 8" ASTM D3034 PVC SDR 26

1-5-FT-DIA MH W/PRECAST BASE

INSTALL:

EXIST 8" SS (SW)

CONNECT:

=STA 1+24.48 [SS-398131]

STA 3981+07.06, 184.24 LT [I35 CL]

INSTALL 303 LF 24" STEEL ENCASEMENT PIPE BY BORE

INSTALL 393 LF 8" ASTM D3034 SDR-26

SANITARY SEWER LINE "SS-398131"

T Y

IT

G

/1

2/

:4 7:

A

M

A p A pp ro ve d

B y:

E ric

N . S ch ul ze , P

E E ng in ee rin g D ep ar tm

F

D

M O

N

H W

C

R .p lt

D e fa u lt a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

N .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

N .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

N .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

N .d g n

/7 /2

:1

:4

A

M

8"SS

GAS LINE

OVERHEAD ELECTRIC

WATER LINE

SANITARY SEWER LINE

SANITARY SEWER MH

FIRE HYDRANT ASSEMBLY

WATER VALVE

SERVICE RELAY

RELOCATE METER

PRESSURE REDUCING VALVE

BLOW OFF VALVE

TBPELS FIRM REGISTRATION #312

UG TELE

Texas Department of Transportation

2021C

EXISTING PROPOSED

STORM SEWER

LUMINAIRES

UNDERGROUND TELECOM

NGAS MAIN

OH ELEC

FORCE MAIN LINE 16" FM

T8-01

G4-4

WW5-12-D

TRAFFIC CONDUIT

TRAFFIC LIGHT

PROPOSED UTILITIES WITHIN THE PLANS.

CHANGES TO THE INSTALLATION OF THE

ANY DIFFERENCES THAT WILL CAUSE

CONTRACTOR WILL NOTIFY ENGINEER OF

OR PRIVATE, PRIOR TO CONSTRUCTION.

LOCATING ALL UTILITIES WHETHER PUBLIC

CONTRACTOR SHALL BE RESPONSIBLE FOR

PROPOSED ELECTRICAL SERVICE

GROUND BOX

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

502525 0

SCALE: 1"=50' (H), 1"=10' (V)

SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312.

OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410

THE RECORD COPY OF THE DRAWING IS ON FILE AT THE

OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN

ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER

BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024.

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED

ASSOCIATED WORK.

BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE

AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH

ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES

PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6.

PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM).

IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND

CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR

OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE

ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY

BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION

ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND

TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST

DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST

PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5.

PROPOSED/NATURAL.

CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4.

ALLOWABLE DEFLECTION.

NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S

SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3.

FINAL ROADWAY IMPROVEMENTS.

PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2.

CONSTRUCTION.

CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1.

ATE

OF TEXA

S

P R O

FESSIONAL ENGI

NE

E R

107722

L E

P R

O P R

O W

P R

O P R

O W

-0.80%

EXIST GROUND

-4 3.7

6+ .88

-4 3.7

6+ .88

-4 3.7

+7 0.

-4 3.7

6+ .88

-4 2.2

6+ .25

-4 2.2

+6 8.2

-4 2.5

+6 8.4

-3 7.6

+6 7.5

F L P

R O

P

T E

L E

C O

M

.0

S T

A

.7

S

S -4

N

SEWER EASEMENT

PROP SANITARY

F L P

R O

P

W L

.9

S T

A

.7

S

S -4

F L P

R O

P O

U T F

A L L

.8

S T

A

.9

S

S -4

F L P

R O

P

G A

S M

A

IN

.5

S T

A

.7

S

S -4

F L

F

M L

.2

F L

F

M L

.4

F L

F

M L

.4

F L

F

M L

.0

1+00 2+00 3+00 4+00 5+00

F L

F

M L

.1

C O

N N

E C

T T

O P

R O

P

F

M L

B E

G

IN

H D

P E A

S T

M D

A

.0

S

S -4

SEWER EASEMENT

EXIST SANITARY

M

IN

32.0'

-0.80%

-2 .7

.5

-0.80%

F L

F

M L

.5

-1

.2

B

E N

D U

P

IN

S

T A

L L

S T

A

.9

S

S -4

F L

F

M L

.1

-2

.5 B

E N

D D

N

IN

S

T A

L L

S T

A

.5

[S

S -4

F L

F

M L

.7

-2

.5 B

E N

D U

P

IN

S

T A

L L

S T

A

.8

[S

S -4

RESTRAINT AND INSTALL RESTRAINT ACCORDINGLY

7. CONTRACTOR TO EXPOSE EXISTING FORCE MAIN TO LIMITS OF JOINT

PROP GROUND

PROP GROUND

GROUND

PROP

(3/8" MIN. THICKNESS)

ENCASEMENT PIPE BY BORE

PROP 328 LF 30" STEEL

UTILITIES

UNDERGROUND

CAUTION:

APPROX 12'x12'

REC BORE PIT

APPROX 15'x35'

PROP BORE PIT

F L

F

M L

.0

C O

N N

E C

T T

O E

X

IS

T

F

M L

E N

D

H D

P E A

S T

M D

.0

[S

S -4

LB I35 SBFR LB I35 NBFR

IH

-3

S

B M

L

IH

-3

S

B F

R

IH

-3

N

B F

R

IH

-3

N

B M

L

.5

.5

STA 05+24.57

STA 1+05.78 TO

JOINT RESTRAINT

EXIST EOP

PROP EOPPROP EOP

EXIST EOP

PROP EOP

EXIST EOP

EXIST EOP

EXIST EOP

PROP EOP PROP EOP

EXIST EOP

EXIST EOP

PROP EOP

.3

.6

.1

F L

F

M L

.1

-1

.2

B

E N

D D

N

IN

S

T A

L L

S T

A

.7

S

S -4

SEWER EASEMENT

PROP SANITARY

STA 4133+83 TO STA 4138+83

SEE WATER P&P - CL

STA 4135+34 TO STA 4140+34

SEE WATER P&P - CL

F L

F

M L .5

D

IA

S

T E

E L E

N C

A S

E M

E N

T

IN

S

T A

L L L

F

S T

A

.9

S

S -4

F L P

R O

P

T E

L E

C O

M

.7

S T

A

.1

S

S -4

F L P

R O

P

W L

.3

S T

A

.3

S

S -4

F L

F

M L

.8

D

IA

S

T E

E L E

N C

A S

E M

E N

T

E N

D

S T

A

.7

[S

S -4

E=2211834.96

N=13778769.96

CONNECT TO EXIST 16" FML

END 16" HDPE ASTM D2241

=STA 5+22.03 [SS-413689]

STA 4136+56.22, 180.23 RT [I35 CL]

30" STEEL ENCASEMENT PIPE

PROP 16" HDPE FML

E=2211700.86

N=13779091.77

BEGIN BORE AND 30" STEEL ENCASEMENT PIPE

16" HDPE ASTM D 1248 FML

=STA 1+35.90 [SS-413689]

STA 4137+04.87, 164.99 LT [I35 CL]

+/- 378 LF TO BE ABANDONED

IN CONFLICT WITH PROP DRAINAGE CULVERT

EXIST 16" FML CROSSING

P R

O P R

O W

INSTALL 328 LF 30" STEEL ENCASEMENT PIPE BY BORE

INSTALL 422 LF 16" HDPE AWWA C906 DIPS

FORCE MAIN LINE "SS-413689"

P&P 01N

FORCE MAIN CROSSING

SEWER EASEMENT

EXIST SANITARY

SEWER EASEMENT

PROP SANITARY

E=2211672.30

N=13779109.12

CONNECT TO PROP 16" FML

PROP +/- 10 LF 16" HDPE ASTM D 1248 FML

BEGIN 16" HDPE FML

=STA 1+00.00 [SS-413689]

STA 4136+89.15, 194.47 LT [I35 CL]

E=2211677.60

N=13779100.65

PROP +/- 22 LF 16" HDPE ASTM D 1248 FML

1- 45° BEND RT

INSTALL:

=STA 1+10.00 [SS-413689]

STA 4136+89.39, 184.48 LT [I35 CL]

E=2211698.82

N=13779095.22

PROP +/- 4 LF 16" HDPE ASTM D 1248 FML

1-45° BEND RT

INSTALL:

=STA 1+31.90 [SS-413689]

STA 4137+04.87, 168.99 LT [I35 CL]

E=2211867.52

N=13778796.59

PROP +/- 34 LF 16" HDPE ASTM D 1248 FML

1-45° BEND RT

INSTALL:

16" HDPE ASTM D2241

=STA 4+77.74 [SS-413689]

STA 4136+97.80, 173.92 RT [I35 CL]

E=2211838.08

N=13778779.95

PROP +/- 10 LF 16" HDPE ASTM D 1248 FML

1-45° BEND LT

INSTALL:

16" HDPE ASTM D 1248 FML

=STA 5+11.57 [SS-413689]

STA 4136+63.99, 173.23 RT [I35 CL]

E=2211870.00

N=13778806.28

PROP +/- 10 LF 16" HDPE ASTM D 1248 FML

1-45° BEND RT

INSTALL:

=STA 4+67.74 [SS-413689]

STA 4137+04.87, 166.85 RT [I35 CL]

E=2211867.96

N=13778809.72

PROP +/- 4 LF 16" HDPE ASTM D 1248 FML

END BORE AND 30" STEEL ENCASEMENT PIPE

16" HDPE ASTM D 1248 FML

=STA 4+63.74 [SS-413689]

STA 4137+04.87, 162.85 RT [I35 CL]

W W

S B

F R

LB I35 SBFR

LB I35 NBFR

C I35

C I35

L

L

/1

2/

:4 7:

A

M

A p A pp ro ve d

B y:

E ric

N . S ch ul ze , P

E E ng in ee rin g D ep ar tm

F

D

M O

N

H W

C

R .p lt

D e fa u lt a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

S .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

S .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

S .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -C

R O

S S

IN

G -0

S .d g n

/7 /2

:1

:4

A

M

8"SS

GAS LINE

OVERHEAD ELECTRIC

WATER LINE

SANITARY SEWER LINE

SANITARY SEWER MH

FIRE HYDRANT ASSEMBLY

WATER VALVE

SERVICE RELAY

RELOCATE METER

PRESSURE REDUCING VALVE

BLOW OFF VALVE

TBPELS FIRM REGISTRATION #312

UG TELE

Texas Department of Transportation

2021C

EXISTING PROPOSED

STORM SEWER

PROPOSED UTILITIES WITHIN THE PLANS.

CHANGES TO THE INSTALLATION OF THE

ANY DIFFERENCES THAT WILL CAUSE

CONTRACTOR WILL NOTIFY ENGINEER OF

OR PRIVATE, PRIOR TO CONSTRUCTION.

LOCATING ALL UTILITIES WHETHER PUBLIC

CONTRACTOR SHALL BE RESPONSIBLE FOR

LUMINAIRES

UNDERGROUND TELECOM

NGAS MAIN

OH ELEC

FORCE MAIN LINE 16" FM

T8-01

G4-4

WW5-12-D

TRAFFIC CONDUIT

TRAFFIC LIGHT

PROPOSED ELECTRICAL SERVICE

GROUND BOX

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312.

OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410

THE RECORD COPY OF THE DRAWING IS ON FILE AT THE

OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN

ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER

BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024.

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED

ASSOCIATED WORK.

BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE

AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH

ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES

PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6.

PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM).

IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND

CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR

OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE

ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY

BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION

ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND

TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST

DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST

PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5.

PROPOSED/NATURAL.

CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4.

ALLOWABLE DEFLECTION.

NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S

SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3.

FINAL ROADWAY IMPROVEMENTS.

PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2.

CONSTRUCTION.

CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1.

ATE

OF TEXA

S

P R O

FESSIONAL ENGI

NE

E R

107722

L E

W

,2 s q ft

.0 a c

E A S E

M E

N T

SS-393739

.2

P&P 02S

SEWER CROSSING

.3

.7 '5 .2

.2

LB I35 NBFR

.9

W W

T

T

W

P B

X

E

IH

-3

N

B M

L

1+00 2+00 3+00 4+00 5+00

-1.33%

PROP 8" PVC SDR 26 SS

-1.34%

IH

-3

S

B M

L

502525 0

SCALE: 1"=50' (H), 1"=10' (V)

SS-393739

(3/8" MIN THICKNESS)

ENCASEMENT PIPE BY BORE

PROP 274 LF 24" STEEL

LC I35

.0 0°

F L S

S

.5

F L S

S

.8

F L S

S

.4

N

6+00

LB I35 SBFR

F L P

R O

P

S

T O

R M

.3

S T

A

.8

S

S -3

E=2195851.32

N=13766855.22

BEGIN BORE AND 24" STEEL ENCASEMENT PIPE

8" ASTM D3034 PVC SDR SS

=STA 3+10.37 [SS-393739]

STA 3935+47.57, 138.78 RT [I35 CL]

R

IM

E

L E

V

.3

F L S

S O

U T

.2

F L S

S I

N

.3

S T

A

.7

S

S -3

R

IM

E

L E

V

.0

F L S

S O

U T

.9

F L S

S I

N

.0

S T

A

.8

S

S -3

R

IM

E

L E

V

.1

F L S

S O

U T

.9

F L S

S I

N

.9

S T

A

.0

S

S -3

.0

61.35°

.0 0°

F L S

S

.3

S T

E E

L E

N C

A S

E M

E N

T

E N

D

S T

A

.9

S

S -3

F L E

X

IS

T

T E

L E

C O

M

.6

S T

A

.7

[S

S -3

F L E

X

IS

T

T E

L E

C O

M

.3

S T

A

.2

S

S -3

F L P

R O

P

W L

.3

S T

A

.8

[S

S -3

EXIST GROUND

F L S

S

.0

S T

E E

L E

N C

A S

E M

E N

T

G

IN

S T

A

.3

S

S -3

C I35L

F L E

X

IS

T

T E

L E

C O

M

.2

S T

A

.4

S

S -3

F L E

X

IS

T

T E

L E

C O

M

.1

S T

A

.6

S

S -3

F L E

X

IS

T

T E

L E

C O

M

.6

S T

A

.4

[S

S -3

VERIFIED

ELEV NOT

24" STEEL ENCASEMENT

PROP 8" PVC SDR 26 SS

STA 3+10.37 TO STA 5+83.99

JOINT RESTRAINT

EXIST EOP

PROP EOP

EXIST EOP

EXIST EOP

EXIST EOP

EXIST EOP

PROP EOP

PROP EOP

EXIST EOP

EXIST EOP

PROP EOP

EXIST EOP

LB I35 NBFR

LB I35 SBFR

E=21958860.75

N=13766839.11

1-5-FT DIA MH W/ PRECAST BASE

INSTALL:

=STA 2+91.70 [SS-393739]

STA 3935+47.57, 157.44 RT [I35 CL]

GROUND

PROP

E=2195701.53

N=13767111.02

EXIST 8" SS (E)

CONNECT:

1-5-FT DIA MH W/ CIP BASE

REMOVE EXIST MH AND REPLACE W/

=STA 6+06.80 [SS-393739]

STA 3935+47.57, 157.66 LT [I35 CL]

E=2196026.18

N=13766935.97

EXIST 8" SS (E)

CONNECT:

1-5-FT DIA MH W/ CIP BASE

REMOVE EXIST MH AND REPLACE W/

=STA 1+00.00 [SS-393739]

STA 3937+39.27, 157.44 RT [I35 CL]

BOX CULVERT

EXIST 3 - 6'X5'

APPROX 24'x30'

PROP BORE PIT

APPROX 24'x24'

REC BORE PIT

8" CARRIER PIPE AND 24" STEEL ENCASEMENT

STA 3935+47.57, 134.84 LT [I35 CL]

E X

IS

T R

O W

P R

O P E

S M

T

E X

IS

T E

S M

T

E X

IS

T R

O W

P R

O P R

O W

+/- 370 LF TO BE ABANDONED

IN CONFLICT WITH UAR

EXIST 8" WW MAIN CROSSING

F L E

X

IS

T

T E

L E

C O

M

.5

S T

A

.1

[S

S -3

F L E

X

IS

T

W L

.3

S T

A

.8

[S

S -3

PVC SDR SS

PROP +/- 192 LF 8" ASTM D3034

PVC SDR SS

PROP +/- 19 LF 8" ASTM D3034

E=2195713.06

N=13767091.33

PVC SDR SS

PROP +/- 23 LF 8" ASTM D3034

END 24" STEEL ENCASEMENT PIPE

8" ASTM D3034 PVC SDR 26 SS

=STA 5+83.99 [SS-393739]

STA 3935+47.57, 134.84 LT [I35 CL]

B

INSTALL 274 LF 24" STEEL ENCASEMENT PIPE BY BORE

INSTALL 508 LF 8" ASTM D3034 SDR-26

SANITARY SEWER LINE "SS-393739"

/1

2/

:4 7:

A

M

A p A pp ro ve d

B y:

E ric

N . S ch ul ze , P

E E ng in ee rin g D ep ar tm

F

D

M O

N

H W

C

R .p lt

D e fa u lt a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -N

B F

R .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -N

B F

R .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -N

B F

R .d g n

/7 /2

:1

:4

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -N

B F

R .d g n

/7 /2

:1

:4

A

M

8"SS

GAS LINE

OVERHEAD ELECTRIC

WATER LINE

SANITARY SEWER LINE

SANITARY SEWER MH

FIRE HYDRANT ASSEMBLY

WATER VALVE

SERVICE RELAY

RELOCATE METER

PRESSURE REDUCING VALVE

BLOW OFF VALVE

TBPELS FIRM REGISTRATION #312

UG TELE

Texas Department of Transportation

2021C

EXISTING PROPOSED

STORM SEWER

PROPOSED UTILITIES WITHIN THE PLANS.

CHANGES TO THE INSTALLATION OF THE

ANY DIFFERENCES THAT WILL CAUSE

CONTRACTOR WILL NOTIFY ENGINEER OF

OR PRIVATE, PRIOR TO CONSTRUCTION.

LOCATING ALL UTILITIES WHETHER PUBLIC

CONTRACTOR SHALL BE RESPONSIBLE FOR

LUMINAIRES

UNDERGROUND TELECOM

NGAS MAIN

OH ELEC

FORCE MAIN LINE 16" FM

T8-01

G4-4

WW5-12-D

TRAFFIC CONDUIT

TRAFFIC LIGHT

PROPOSED ELECTRICAL SERVICE

GROUND BOX

PROJECT

RELOCATION

SEWER

IH-35NEX

DSGN: NS, RDL

CHECKED: PD, KA

AI, JB

DRWN: AT, JG,

CHECKED: PD, KA COMAL 0016 05 111, ETCSAT

DIST.

STATE

NO.

FED. RD.

DIV. NO.

STATE

TEXAS

COUNTY

NO.

CONTROL

PROJECT NO.

SECTION

NO.

JOB NO.

NO.

SHEET

SUITE. 701 SAN ANTONIO, TEXAS 78216. TBPELS FIRM #F-312.

OFFICES OF HALFF ASSOCIATES, INC. 100 N.E. LOOP 410

THE RECORD COPY OF THE DRAWING IS ON FILE AT THE

OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

NOTIFICATION TO THE RESPONSIBLE ENGINEER IS AN

ALTERATION OF A SEALEDDOCUMENT WITHOUT PROPER

BY NOAH S. SHAFFER, PE No. 107722, ON 11-18-2024.

THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED

ASSOCIATED WORK.

BE RECONNECTED AND PAID FOR AT THE LINE ITEM BID PRICE FOR THE

AT REQUIRE RECONNECTION, BUT ARE NOT IDENTIFIED ON PLANS, SHALLTH

ALL EXISTING WATER AND WASTEWATER SERVICES. ANY EXISTING SERVICES

PRIOR TO PLACING NEW MAINS IN SERVICE, CONTRACTOR SHALL CONFIRM6.

PROTECT ANY TEMP SERVICES (NO SEPARATE PAY ITEM).

IS RESPONSIBLE TO MAINTAIN SERVICES DURING CONSTRUCTION AND

CONTRACTOR TO SEQUENCE THE WORK ACCORDINGLY. THE CONTRACTOR

OF SCHERTZ OR THE PROJECT AND IT IS THE RESPONSIBILITY OF THE

ANY TEMPORARY SERVICES; THIS IS AT NO ADDITIONAL COST TO THE CITY

BE COORDINATED WITH CITY OF SCHERTZ CONSTRUCTION INSPECTION

ALSO PROVIDE A SEQUENCE OF WORK AS RELATED TO THE TIE-INS AND

TWO WEEKS IN ADVANCE OF THE SHUTDOWN. THE CONTRACTOR MUST

DIVISION AT (210) 619-1750 AND PUBLIC WORKS AT (210) 619-1800 AT LEAST

PRIOR TO TIE-INS, ANY SHUTDOWNS OF EXISTING MAINS OF ANY SIZE MUST5.

PROPOSED/NATURAL.

CONTRACTOR TO INSTALL WATER LINES AT MINIMUM DEPTH OF 60" BELOW4.

ALLOWABLE DEFLECTION.

NO JOINT DEFLECTION IS IN EXCESS OF 80% OF THE MANUFACTURER'S

SEWERLINE DEFLECTION SHALL OCCUR OVER MULTIPLE JOINTS SUCH THAT3.

FINAL ROADWAY IMPROVEMENTS.

PROPOSED ASPHALT REPAIR FOR UTILITY WORK WILL BE COMPLETED WITH2.

CONSTRUCTION.

CONTRACTOR TO FIELD VERIFY ALL EXISTING/PROPOSED UTILITIES PRIOR TO1.

ATE

OF TEXA

S

P R O

FESSIONAL ENGI

NE

E R

107722

L E

W

W

IH-35 NBFR

GAS LINE

UNDERGROUND

CAUTION:

TO REMAIN

EXIST 12" MAIN

PROP ROW

EXIST ROW

INSTALL 292 LF 36" STEEL ENCASEMENT PIPE BY BORE

INSTALL 188 LF 16" DIA. PVC SDR-26 (WWL) BY OPEN CUT

INSTALL 500 LF 12" DIA. PVC C900 DR-14 (WL) BY OPEN CUT

EXIST GROUND

-1.01%

PROP 8" PVC SDR 26 SS

N

2+00 3+001+00

F L S

S L

.3

F L S

S L

.3

M

IN

-0.33%

502525 0

SCALE: 1"=50' (H), 1"=10' (V)

4+00

R

IM

E

L E

V

.7

F L S

S O

U T

.4

F L S

S I

N

.4

S T

A

.0

S

S -3

R

IM

E

L E

V

.4

F L S

S O

U T

.3

F L S

S I

N

.4

S T

A

.8

S

S -3

R

IM

E

L E

V

.5

F L S

S O

U T

.2

F L S

S I

N

.3

S T

A

.9

S

S -3

SS

SDR 26

PVC

PROP 8"

STA 3983+55

STA 3978+55 TO

SEWER P&P - CL

JOINT RESTRAINT

STA 2+66.16

TO

STA 2+41.16

PROP GROUND

=STA 2+41.16 TO STA 2+66.16 [SS-397913]

STA 3980+54.39, 180.52 RT TO STA 3980+79.39, 180.42 RT [I35 CL]

INSTALL 25 LF 24" DIA STEEL ENCASEMENT BY OPEN CUT FROM

INSTALL 216 LF 8" DIA PVC ASTM 3034 SDR-26 SS BY OPEN CUT

SANITARY SEWER LINE "SS-397931"

4980+00 4985+00

3980+00

E=2199504.95

N=13769295.05

PROP +/- 141 LF 8" DIA PVC ASTM 3034 SDR-26 SS

EXIST 8" SSL (SE)

CONNECT:

1- 5-FT-DIA MH W/ PRECAST BASE

REMOVE EXIST MH AND REPLACE W/

=STA 1+00.00 [SS-397913]

STA 3979+13.24, 181.09 RT [I35 CL]

PROP +/- 28 LF 8" DIA PVC ASTM 3034 SDR-26 SS

E=2199656.34

N=13769445.67

1-5-FT-DIA MH W/CIP BASE

INSTALL:

= STA 3+14.98 [SS-397931]

STA 3981+26.67, 188.25 RT [I35 CL]

E=2199504.95

N=13769436.82

PROP +/- 22 LF 8" DIA PVC ASTM 3034 SDR-26 SS

SEE SEWER CROSSING P&P 01 SHEET

CONNECT TO SS-398131

= STA 2+93.83 [SS-397913]

STA 3981+07.06, 180.31 RT [I35 CL]

ENCASEMENT

24" DIA STEEL

W W

W

.0

.2 3°

157.73°

2.

LB I35 NBFR

LC I35 FR

ACQUIRE NEW RECORD INFORMATION FROM LOGIX.

RATHER THAN CONTINUING ALONG IH 35. UNABLE TO

UTILITY RUNNING SOUTH ALONG OLD WIEDERSTEIN

RECORD INFORMATION PER LOGIX DEPICTS

WAS DESIGNA

TED AND

SURVEYED.

DIFFERENTIATE BETWEEN WHICH ONE

MAINS IN THIS LOCATION.

UNA

BLE TO

PRESSURIZED AND GRAVITY FORCE

RECORD INFORMATION INDICATES

TO BE RELOCATED BY OTHERS

PROP WATER LINE

PROP EOP

PROP EOP

PROP EOP

PROP EOP

PROP EOP

EXIST EOP

EXIST EOP

EXIST EOP

EXIST ESMT

EXIST ESMT

EXIST ESMT

+/- 194 LF TO BE REMOVED

IN CONFLICT WITH PROP BOX CULVERT

EXIST 8" WW MAIN

SEE SEWER CROSSING P&P 01 SHEET

PROP 8" SANITARY SEWER LINE

/1

2/

:4 7:

A

M

A p A pp ro ve d

B y:

E ric

N . S ch ul ze , P

E E ng in ee rin g D ep ar tm

F

D

M O

N

H W

C

R .p lt

D e fa u lt a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -N

B F

R .d g n

/7 /2

:1

:5

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

X -S

S -N

B F

R .d g n

/7 /2

:1

:5

A

M a h

H A

L F F

A s \3

\0

\P

W \C

A D

D \S h e e ts \I

N E

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R .d g n

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A

M a h

H A

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A s \3

\0

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D \S h e e ts \I

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A

M

8"SS

GAS LINE

OVERHEAD ELECTRIC

WATER LINE

SANITARY SEWER LINE

SANITARY SEWER MH

FIRE HYDRANT ASSEMBLY

WATER VALVE

S…