Plans-Seguin ISD Transmission Line-SHSUD-250613.pdf

PDF 5 MB Posted Jun 18, 2025

Attached to: IH-10 AND FM 464 WATER LINE EXTENSION PROJECT
Solicitation number: AF-2025-32
Issued by: Grimes County, Texas

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Written by GovTribe AI · Jun 18, 2025

These construction plans detail a water transmission line project for the Springs Hill Special Utility District (SHSUD) in Seguin, Guadalupe County, Texas. The project involves installing approximately 1,858 linear feet of 16-inch PVC water transmission line (C-909 pipe) with multiple components including 30-inch steel casing (open cut method), gate valves, bends, air release valves, and temporary blow-offs. The project area traverses multiple properties owned by entities including Seguin ISD, Caterpillar Inc., and various real estate holdings, with the transmission line running along W. Kingsbury Street near Governor Ireland Park.

The engineering plans, prepared by Malone/Wheeler Inc. and signed by Licensed Professional Engineer James Inocencio (Registration No. 143607), are dated 6/13/2025 and consist of seven detailed sheets covering project location, general notes, transmission line details, profiles, and standard construction details. The plans include specific technical requirements such as maintaining minimum 4-foot pipe cover, performing hydrostatic testing, disinfecting waterlines according to AWWA standards, and following Texas Commission on Environmental Quality (TCEQ) regulations for public water systems. The project includes specific safety, excavation, and utility protection requirements, with contractors responsible for verifying existing utilities, maintaining site safety, and restoring any damaged infrastructure.

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Other files

File	Type	Posted
Specs-Seguin ISD Transmission Line-SHSUD-250612.pdf	PDF	Jun 18, 2025
202506_P121WL_IssueForBid_ProjectManual (1).pdf	PDF	Jun 18, 2025
202506_P121WL_IssueForBid_Plans_Optimized (1).pdf	PDF	Jun 18, 2025

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G N

W. COURT STW. KINGSBURY ST

D R

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GUAD

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RIVER

143607

JAMES INOCENCIO

L I C E N S E D

PROFESS I ONAL ENGIN

ATE OF TEXAS

, T

O U

CONSTRUCTION PLANS

FOR

SPRINGS HILL SPECIAL UTILITY DISTRICT

SEGUIN ISD TRANSMISSION LINE

CITY OF SEGUIN,

GUADALUPE COUNTY, TEXAS

ENGINEER:

JAMES INOCENCIO, P.E.

SPRINGS HILL SPECIAL UTILITY DISTRICT DATE

REVISE (R), ADD (A),

VOID (V) - SHEET #

TOTAL #

SHEETSREVISION DESCRIPTIONNO.

JAMES INOCENCIO

REGISTERED PROFESSIONAL ENGINEER NO. 143607

MALONE/WHEELER INC.

5113 SOUTHWEST PKWY.,

SUITE 260

AUSTIN, TEXAS, 78735

OFFICE: 512-899-0601

FAX: 512-899-0655

DATE

CIVIL

CONSULTING MANAGEMENTDEVELOPMENTENGINEERING PROJECT

5113 Southwest Pkwy, Suite 260 Austin, Texas 78735

Phone: (512) 899-0601 Fax: (512) 899-0655 Firm Registration No. F-786

INC.SINCE

OWNER/DEVELOPER:

SPRINGS HILL SPECIAL UTILITY DISTRICT

5510 S. HWY 123 BYPASS

SEGUIN, TEXAS 78155

PROJECT ADDRESS:

W. KINGSBURY ST

SEGUIN, TEXAS 78155

WARNING !!!!

CONTRACTOR TO FIELD VERIFY ALL EXIST. UTILITIES

VERTICALLY AND HORIZONTALLY PRIOR TO

CONSTRUCTION.

D S

D T

N L

C O

R U

O N

N S

SHEET 01 OF 07

Know what's below.

Call before you dig.

N 00 2000'

SCALE: 1" = 2000'

PROJECT

LOCATION

LOCATION MAP

1" = 2000'

DATE OF SUBMITTAL:

6/13/2025

SHEET INDEX

01 COVER

02 GENERAL NOTES

03 OVERALL TRANSMISSION LINE AND QUANTITIES

04 TRANSMISSION LINE STA 1+00 TO STA 10+00

05 TRANSMISSION LINE STA 10+00 TO END

06 STANDARD DETAILS 1

07 STANDARD DETAILS 2

06/13/2025

SHEET

E N

APPROVED BY :

DATE :

DESIGN BY :

CHECKED BY :

C O

G M

A N

A G

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6/13/2025

NOTE: CONTOURS ARE DERIVED FROM LIDAR DATA. SURVEY WAS PROVIDED BY THE CITY OF SEGUIN.

WARNING !!!!

CONTRACTOR TO FIELD VERIFY ALL EXIST. UTILITIES

VERTICALLY AND HORIZONTALLY PRIOR TO

CONSTRUCTION.

143607

JAMES INOCENCIO

L I C E N S E D

PROFESS I ONAL ENG I N

ATE OF TEXAS

SHSUD GENERAL NOTES

1. ALL MATERIALS AND CONSTRUCTION PROCEDURES WITHIN THE SCOPE OF THE PROJECT SHALL BE

APPROVED BY SHSUD AND COMPLY WITH ALL APPLICABLE STANDARDS AND REGULATIONS.

2. THE CONTRACTOR SHALL NOT PROCEED WITH ANY WORK UNTIL WRITTEN APPROVAL IS OBTAINED FROM

SHSUD. WORK COMPLETED BY THE CONTRACTOR, WHICH HAS NOT RECEIVED AN APPROVAL WILL BE SUBJECT TO REMOVAL AND REPLACEMENT BY AND AT THE EXPENSE OF THE CONTRACTOR AT THE

PREROGATIVE OF SHSUD.

3. UPON COMPLETION BY THE CONTRACTOR AND ACCEPTANCE BY SHSUD, SHSUD WILL OWN AND MAINTAIN

SAID WATER MAINS WHICH ARE LOCATED WITHIN SEGUIN ISD PROPERTY.

4. CONTRACTOR AGREES TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY.

THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS.

THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNERS AND THE ENGINEER AND HIS EMPLOYEES, PARTNERS OFFICERS, DIRECTORS, OR CONSULTANTS HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF THE WORK ON THIS PROJECT, EXCEPTING FROM LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE OWNER OR ENGINEER, ENGINEER'S DIRECTORS, OFFICERS, EMPLOYEES, OR CONSULTANTS.

5. CONTRACTOR AND / OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND TRENCH EXCAVATION.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORING TO ITS ORIGINAL OR BETTER CONDITION, ANY DAMAGES DONE TO EXISTING FENCES, CURBS, STREETS, DRIVEWAYS, LANDSCAPING AND

STRUCTURES, AND EXISTING UTILITIES (NOT ADJUSTED ON PLANS). COST OF RESTORATIONS, IF ANY, SHALL BE THE CONTRACTOR'S ENTIRE EXPENSE.

7. THE CONTRACTOR SHALL AVOID CUTTING ROOTS LARGER THAN ONE INCH IN DIAMETER WHEN EXCAVATING NEAR EXISTING TREES. EXCAVATION IN VICINITY OF TREES SHALL PROCEED WITH CAUTION.

8. THE CONTRACTOR SHALL PROCURE ALL PERMITS AND LICENSES, PAY ALL CHARGES, FEES AND TAXES AND GIVE ALL NOTICES NECESSARY AND INCIDENTAL TO THE DUE AND LAWFUL PROSECUTION OF THE

WORK.

9. NO EXTRA PAYMENT SHALL BE ALLOWED FOR WORK CALLED FOR ON THE PLANS BUT NOT INCLUDED ON THE BID SCHEDULE. THIS INCIDENTAL WORK WILL BE REQUIRED AND SHALL BE INCLUDED UNDER THE

PAY ITEM TO WHICH IT RELATES.

10. BARRICADES AND WARNING SIGNS SHALL CONFORM TO THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" AND SHALL BE LOCATED TO PROVIDE MAXIMUM PROTECTION TO THE PUBLIC AS WELL AS CONSTRUCTION PERSONNEL AND EQUIPMENT WHILE ALWAYS PROVIDING CONTINUOUS TRAFFIC FLOW DURING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL DEVICES

DURING CONSTRUCTION.

11. THE CONTRACTOR IS REQUIRED TO VERIFY PROJECT ELEVATIONS. THE TERM "MATCH EXISTING" SHALL

BE UNDERSTOOD TO SIGNIFY BOTH HORIZONTAL AND VERTICAL ALIGNMENT.

12. THE LOCATION OF UTILITIES, EITHER UNDERGROUND OR OVERHEAD, SHOWN WITHIN THE RIGHT OF WAY ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR BEFORE BEGINNING CONSTRUCTION

OPERATIONS.

13. OSHA REGULATIONS PROHIBIT OPERATIONS THAT WILL BRING PERSONS OR EQUIPMENT WITHIN 10 FEET

OF AN ENERGIZED LINE. WHERE WORKMEN AND/OR EQUIPMENT HAVE TO WORK CLOSE TO AN

ENERGIZED ELECTRICAL LINE, THE CONTRACTOR SHALL NOTIFY THE ELECTRICAL POWER COMPANY

INVOLVED AND MAKE WHATEVER ADJUSTMENTS NECESSARY TO ENSURE THE SAFETY OF THOSE

WORKMEN.

14. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO LOCATE UTILITY SERVICE LINES AS REQUIRED FOR CONSTRUCTION. UTILITY COMPANIES ARE ALSO PREVIOUSLY MENTIONED IN "UTILITY COMPANY

NOTIFICATION".

15. DUE TO FEDERAL REGULATIONS TITLE 49, PART 192 (8), GAS COMPANIES MUST ALWAYS MAINTAIN ACCESS TO GAS VALVES. THE CONTRACTOR MUST PROTECT AND WORK AROUND ANY GAS VALVES THAT

ARE IN THE PROJECT AREA.

16. THE CONTRACTOR IS FULLY RESPONSIBLE FOR THE TRAFFIC CONTROL AND WILL BE RESPONSIBLE FOR FURNISHING ALL TRAFFIC CONTROL DEVICES, AND FLAGGERS. THE CONSTRUCTION METHODS SHALL BE CONDUCTED TO PROVIDE THE LEAST POSSIBLE INTERFERENCE TO TRAFFIC TO ALWAYS PERMIT THE CONTINUOUS MOVEMENT OF THE TRAFFIC IN ONE DIRECTION. THE CONTRACTOR SHALL CLEAN UP AND REMOVE FROM THE WORK AREA ANY LOOSE MATERIAL RESULTING FROM CONTRACT OPERATIONS AT

THE END OF EACH WORKDAY.

17. PRIOR TO ORDERING MATERIALS TO BE USED IN CONSTRUCTION, CONTRACTOR SHALL PROVIDE SHSUD WITH FOUR (4) COPIES OF THE SOURCE, TYPE, GRADATION, MATERIAL SPECIFICATION DATA AND / OR SHOP DRAWINGS, AS APPLICABLE, TO SATISFY THE REQUIREMENTS OF THE FOLLOWING ITEMS AND ALL

MATERIAL ITEMS REFERRED TO IN THESE LISTED ITEMS:

A. WATER MAINS

18. NO VALVES, TO BE SET IN DRIVEWAYS OR SIDEWALKS. ANY VALVES SET IN THESE AREAS WILL BE

RELOCATED AT CONTRACTOR'S AND/OR DEVELOPER'S EXPENSE.

19. WHERE THE MINIMUM 9-FOOT SEPARATION DISTANCE BETWEEN SEWER LINES AND WATER LINES / MAINS

CANNOT BE MAINTAINED, THE INSTALLATION OF WATER LINES SHALL BE IN STRICT ACCORDANCE WITH

TCEQ.

20. CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED EMPLOYEE OR STRUCTURAL

DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT CONSULTANT, IF ANY, SHALL REVIEW THESE PLANS AND AVAILABLE GEOTECHNICAL INFORMATION AND THE ANTICIPATED INSTALLATION SITE(S) WITHIN THE

PROJECT WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S TRENCH EXCAVATION SAFETY

PROTECTION SYSTEMS, PROGRAMS AND/OR PROCEDURES. THE CONTRACTOR'S IMPLEMENTATION OF THE SYSTEMS, PROGRAMS AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE TRENCH EXCAVATION

SAFETY PROTECTION THAT COMPLIES WITH AS A MINIMUM, OSHA STANDARDS FOR TRENCH

EXCAVATIONS. SPECIFICALLY, CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH OSHA STANDARDS GOVERNING THE PRESENCE AND ACTIVITIES OF INDIVIDUALS WORKING IN AND

AROUND TRENCH EXCAVATION.

21. UTILITY TRENCH COMPACTION.

A. ALL UTILITY TRENCH COMPACTION TEST SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR'S

GEO-TECHNICAL ENGINEER.

B. FILL MATERIAL SHALL BE PLACED IN UNIFORM LAYERS NOT TO EXCEED TWELVE INCHES (12") LOOSE.

C. EACH LAYER OF MATERIAL SHALL BE COMPACTED AS SPECIFIED AND TESTED FOR DENSITY AND

MOISTURE IN ACCORDANCE WITH TEST METHODS TEX-113-E, TEX-114-E, TEX-115-E.

D. THE NUMBER AND LOCATION OF REQUIRED TESTS SHALL BE DETERMINED BY THE GEO-TECHNICAL

ENGINEER AND APPROVED BY SHSUD.

E. UPON COMPLETION OF TESTING THE GEO-TECHNICAL ENGINEER SHALL PROVIDE SHSUD INSPECTOR

WITH ALL TESTING DOCUMENTATION AND A CERTIFICATION STATING THAT THE PLACEMENT OF FILL

MATERIAL HAS BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.

24. A HYDROSTATIC TEST SHALL BE PERFORMED AFTER SERVICES ARE CONNECTED AND FINAL GRADING

AND PLACEMENT ARE COMPLETE.

25. SPRINGS HILL WILL NOT ACCEPT OR PROVIDE SERVICE VIA ANY INFRASTRUCTURE THAT VIOLATES ANY OF THE STANDARDS, CONDITIONS, OR REQUIREMENTS OF THESE NOTES, THE GENERAL NOTES, THE STANDARD DETAILS, STANDARD SPECIFICATIONS, AND/OR ANY APPLICABLE AGREEMENTS REGARDING

SERVICE.

TCEQ GENERAL CONSTRUCTION NOTES

1. THIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT

TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS 30 TEXAS ADMINISTRATIVE CODE (TAC) CHAPTER 290 SUBCHAPTER D. WHEN CONFLICTS ARE NOTED WITH LOCAL STANDARDS, THE MORE STRINGENT REQUIREMENT SHALL BE APPLIED. AT A MINIMUM, CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS MEET TCEQ'S "RULES AND

REGULATIONS FOR PUBLIC WATER SYSTEMS."

2. ALL NEWLY INSTALLED PIPES AND RELATED PRODUCTS MUST CONFORM TO AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)/NSF INTERNATIONAL STANDARD 61 AND MUST BE CERTIFIED BY AN

ORGANIZATION ACCREDITED BY ANSI [§290.44(A)(1)].

3. PLASTIC PIPE FOR USE IN PUBLIC WATER SYSTEMS MUST BEAR THE NSF INTERNATIONAL SEAL OF APPROVAL (NSF-pw) AND HAVE AN ASTM DESIGN PRESSURE RATING OF AT LEAST 150 PSI OR A STANDARD

DIMENSION RATION OF 26 OR LESS [§290.44(A)(2)].

4. NO PIPE WHICH HAS BEEN USED FOR ANY PURPOSE OTHER THAN THE CONVEYANCE OF DRINKING

WATER SHALL BE ACCEPTED OR RELOCATED FOR USE IN ANY PUBLIC DRINKING WATER SUPPLY

[§290.44(A)(3)].

5. ALL WATER LINE CROSSINGS OF WASTEWATER MAINS SHALL BE PERPENDICULAR [§290.44(E)(4)(B)].

6. WATER TRANSMISSION AND DISTRIBUTION LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S INSTRUCTIONS. HOWEVER, THE TOP OF THE WATER LINE MUST BE LOCATED BELOW THE FROST LINE AND IN NO CASE SHALL THE TOP OF THE WATER LINE BE LESS THAN 24 INCHES BELOW

GROUND SURFACE [§290.44(A)(4)].

7. THE MAXIMUM ALLOWABLE LEAD CONTENT OF PIPES, PIPE FITTINGS, PLUMBING FITTINGS, AND FIXTURES

IS 0.25 PERCENT [§290.44(B)].

8. THE CONTRACTOR SHALL INSTALL APPROPRIATE AIR RELEASE DEVICES WITH VENT OPENINGS TO THE ATMOSPHERE COVERED WITH 16-MESH OR FINER, CORROSION RESISTANT SCREENING MATERIAL OR AN

ACCEPTABLE EQUIVALENT [§290.44(D)(1)].

9. THE CONTRACTOR SHALL NOT PLACE THE PIPE IN WATER OR WHERE IT CAN BE FLOODED WITH WATER

OR SEWAGE DURING ITS STORAGE OR INSTALLATION [§290.44(F)(1)].

10. PURSUANT TO 30 TAC §290.44(A)(5), THE HYDROSTATIC LEAKAGE RATE SHALL NOT EXCEED THE AMOUNT ALLOWED OR RECOMMENDED BY THE MOST CURRENT AWWA FORMULAS FOR PVC PIPE, CAST IRON AND

DUCTILE IRON PIPE. INCLUDE THE FORMULAS IN THE NOTES ON THE PLANS.

· THE HYDROSTATIC LEAKAGE RATE FOR POLYVINYL CHLORIDE (PVC) PIPE AND APPURTENANCES

SHALL NOT EXCEED THE AMOUNT ALLOWED OR RECOMMENDED BY FORMULAS IN AMERICA WATER

WORKS ASSOCIATION (AWWA) C-605 AS REQUIRED IN 30 TAC §290.44(A)(5). PLEASE ENSURE THAT

THE FORMULA FOR THIS CALCULATION IS CORRECT AND MOST CURRENT FORMULA IS IN USE;

WHERE:

§ Q = THE QUANTITY OF MAKEUP WATER IN GALLONS PER HOUR,

§ L = THE LENGTH OF THE PIPE SECTION BEING TESTED, IN FEET,

§ D = THE NOMINAL DIAMETER OF THE PIPE IN INCHES, AND

§ P = THE AVERAGE TEST PRESSURE DURING THE HYDROSTATIC TEST IN POUNDS PER SQUARE INCH

(PSI).

· THE HYDROSTATIC LEAKAGE RATE FOR DUCTILE IRON (DI) PIPE AND APPURTENANCES SHALL NOT

EXCEED THE AMOUNT ALLOWED OR RECOMMENDED BY FORMULAS IN AMERICA WATER WORKS

ASSOCIATION (AWWA) C-600 AS REQUIRED IN 30 TAC §290.44(A)(5). PLEASE ENSURE THAT THE

FORMULA FOR THIS CALCULATION IS CORRECT AND MOST CURRENT FORMULA IS IN USE;

WHERE:

§ L = THE QUANTITY OF MAKEUP WATER IN GALLONS PER HOUR,

§ S = THE LENGTH OF THE PIPE SECTION BEING TESTED, IN FEET,

§ D = THE NOMINAL DIAMETER OF THE PIPE IN INCHES, AND

§ P = THE AVERAGE TEST PRESSURE DURING THE HYDROSTATIC TEST IN POUNDS PER SQUARE INCH

(PSI).

11. THE CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION DISTANCE IN ALL DIRECTIONS OF NINE FEET

BETWEEN THE PROPOSED WATERLINE AND WASTEWATER COLLECTION FACILITIES INCLUDING

MANHOLES. IF THIS DISTANCE CANNOT BE MAINTAINED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROJECT ENGINEER FOR FURTHER DIRECTION. SEPARATION DISTANCES, INSTALLATION METHODS, AND MATERIALS UTILIZED MUST MEET §290.44(E)(1)-(4).

12. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE TO A WASTEWATER MAIN OR LATERAL MANHOLE OR CLEANOUT SHALL BE A MINIMUM OF NINE FEET. WHERE THE NINE-FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATERLINE SHALL BE ENCASED IN A JOINT OF AT LEAST 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRING LINE WITH WASHED SAND. THE ENCASEMENT

PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR

MANUFACTURED SEALANT [§290.44(E)(5)].

13. SUCTION MAINS TO PUMPING EQUIPMENT SHALL NOT CROSS WASTEWATER MAINS, WASTEWATER LATERALS, OR WASTEWATER SERVICE LINES. RAW WATER SUPPLY LINES SHALL NOT BE INSTALLED

WITHIN FIVE FEET OF ANY TILE OR CONCRETE WASTEWATER MAIN, WASTEWATER LATERAL, OR

WASTEWATER SERVICE LINE [§290.44(E)(7)].

14. THE CONTRACTOR SHALL DISINFECT THE NEW WATERLINES IN ACCORDANCE WITH AWWA STANDARD C651-14 OR MOST RECENT, THEN FLUSH AND SAMPLE THE LINES BEFORE BEING PLACED INTO SERVICE.

SAMPLES SHALL BE COLLECTED FOR MICROBIOLOGICAL ANALYSIS TO CHECK THE EFFECTIVENESS OF THE DISINFECTION PROCEDURE WHICH SHALL BE REPEATED IF CONTAMINATION PERSISTS. A MINIMUM OF ONE SAMPLE FOR EACH 1,000 FEET OF COMPLETED WATERLINE WILL BE REQUIRED OR AT THE NEXT

AVAILABLE SAMPLING POINT BEYOND 1,000 FEET AS DESIGNATED BY THE DESIGN ENGINEER

[§290.44(F)(3)].

15. DECHLORINATION OF DISINFECTING WATER SHALL BE IN STRICT ACCORDANCE WITH CURRENT AWWA

STANDARD C655-09 OR MOST RECENT.

RECORD DRAWINGS

1. WHEN ALL OF THE IMPROVEMENTS ARE FOUND TO BE CONSTRUCTED AND COMPLETED IN ACCORDANCE

WITH THE APPROVED PLANS AND SPECIFICATIONS AND WITH THE CITY'S STANDARDS, AND UPON RECEIPT OF ONE SET OF “RECORD DRAWING” PLANS, AND A DIGITAL COPY OF ALL PLANS (PDF COPY), THE CITY ENGINEER SHALL ACCEPT SUCH IMPROVEMENTS FOR THE CITY OF SEGUIN, SUBJECT TO THE GUARANTY

OF MATERIAL AND WORKMANSHIP PROVISIONS IN THIS SECTION.

Q = LD P

148,000

L = SD P

148,000

S H

G U

C O

U N

G U

D T

N L

EXIST. G

AS PLANT

GAS

GAS G

A S

G A S

GAS

GAS GAS

O E

FIBER

D R

DRIVEWAY

D R

DRIVEWAY

O O

EXIST. SIDEWALK

1+00

2+00 3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

18+58

ROBERT BLESSON

IRREVOCABLE TRUST DTD 11-29-2023

ACREAGE: 23.87

GCAD ID: 53256

SHEET 04 OF 07

OWNER: CATERPILLAR INC

ACREAGE: 139.67

GCAD ID: 53143

OWNER: DEZAVALA

MARKETPLACE LLC

ACREAGE: 1.50

GCAD ID: 129019

OWNER: YALKIN REAL

ESTATE HOLDINGS, LP

ACREAGE: 6.38

GCAD ID: 167362

OWNER: YALKIN REAL

ESTATE HOLDINGS, LP

ACREAGE: 7.34

GCAD ID: 167363

OWNER: SEGUIN ISD

ACREAGE: 40.33

GCAD ID: 133837

OWNER: KENNETH & JACQUELINE

JANDT LIFE ESTATE

ACREAGE: 0.67

GCAD ID: 53002

OWNER: ENTERPRISE

TEXAS PIPELINE LP

ACREAGE: 0.21

GCAD ID: 53059

ALT 90

W. KINGSBURY ST

G O

N O

D P

SHEET 05 OF 07

SHEET

E N

APPROVED BY :

DATE :

DESIGN BY :

CHECKED BY :

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6/13/2025

N 00 100'

SCALE: 1" = 100'

143607

JAMES INOCENCIO

L I C E N S E D

PROFESS I ONAL ENG I N

ATE OF TEXAS

LEGEND

PROP. WATER LINE

PROP. FIRE HYDRANT

EXIST. GATE VALVE

EXIST. FIRE HYDRANT

EXIST. WATER SERVICE

PROPERTY BOUNDARY

OE OE OE EXIST. OVERHEAD ELECTRIC

PROP. EASEMENT

EXIST. POWER POLE

PROP. GATE VALVE

PROP. AIR RELEASE VALVE

GAS EXIST. GAS LINE

EXIST. PAVEMENT

EXIST. CONCRETE

R.O.W.

EXIST. SIGN

EXIST. GAS METERG

EXIST. WATER LINE

EXIST. TREE

CALCULATED POINT

TXDOT TYPE I CONCRETE MONUMENT FOUND

(UNLESS NOTED)

1/2" IRON PIPE FOUND

(UNLESS NOTED)

1/2" IRON ROD FOUND

(UNLESS NOTED)

IRON ROD WITH "B&A RPLS 2633" CAP FOUND

(UNLESS NOTED)

SURVEY CONTROL POINT

PROP. WATER LINE (FUTURE)

FIBER PROP. FIBER OPTIC

S H

G U

C O

U N

G U

D T

N L

O O

OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO

OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEGAS GAS GAS GAS GAS GAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS

GAS GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

PP PP

PPPP

1+00 2+00

3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

FIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBER

FIBERFIBER

OWNER: SEGUIN ISD

ACREAGE: 40.33

GCAD ID: 133837

OWNER: CATERPILLAR INC

ACREAGE: 139.67

GCAD ID: 53143

OWNER:

CHAN & KIM PROPERTY INC

ACREAGE: 2.32

GCAD ID: 52988

ALT 90

W. KINGSBURY ST

G O

O R

GAS GAS GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS

PP PP

PPPP

PROPOSED 25' JOINT

WATER LINE EASEMENT

STA: 2+25.85

INSTALL: 45° BEND, MJ

STA: 2+54.21

INSTALL: 45° BEND, MJ

PROPOSED 28 LF - 16" PVC (C-909)

STA: 1+17.84

BEGIN 30" STEEL

CASING (OPEN CUT) STA: 1+74.81

END 30" STEEL

CASING (OPEN CUT)

PROPOSED 57 LF 30" STEEL CASING

(OPEN CUT)

PROPOSED 51 LF - 16" PVC (C-909)

PROPOSED 42 LF 30" STEEL CASING

(OPEN CUT)

STA: 8+00.00

BEGIN 30" STEEL CASING (OPEN CUT) STA: 8+41.51

END 30" STEEL CASING (OPEN CUT)

17'9'

PROPOSED 57 LF - 16" PVC (C-909)

PROPOSED 746 LF - 16" PVC (C-909)

PROPOSED 16" PVC WATER

LINE (BY OTHERS)

FUTURE TRANSMISSION

MAIN (BY OTHERS)

TRENCH REPAIR

48 S.Y. ASPHALT

REMOVE & REPLACE

35 S.Y. ASPHALT DRIVEWAY

EXISTING CULVERT

REMOVE AND REPLACE 10

LF OF CURB AND GUTTER REMOVE AND REPLACE 10

LF OF CURB AND GUTTER

EXISTING DRIVEWAY

REMOVE AND REPLACE 10

LF OF CURB AND GUTTER

SEE CITY OF SEGUIN'S PLANS FOR

CONTINUATION OF PROPOSED 16" WATER

EXISTING FENCE

EXISTING POST

EXISTING SIDEWALK EXISTING SIDEWALK

2.6' 2.82'

14'

PROPOSED 18 LF - 16" PVC (C-909)

STA. 1+00.00

INSTALL:

BEGIN 16" TRANSMISSION LINE

1 - 16" PLUG

1 - 2" TEMP. BLOW OFF

STA. 1+05.00

INSTALL:

1 - 16" GATE VALVE, MJ

SEGUIN ISD TRANSMISSION LINE

0+50 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00

EXIST. GROUND

4' MIN. COVER

1.91'

0+50 1+00

2+00

3+00

4+00

5+00

6+00

7+00

8+00

9+00

10+00

18'

JOINT

RESTRAINT

4' MIN. COVER

4' MIN.COVER

70'

JOINT RESTRAINT

30'

JOINT

RESTRAINT

0" S

N C

U T)

G (O

C U

5°

D , M

5°

D , M

0" S

N C

U T)

G (O

C U

G R

57 LF 30" STEEL CASING

(OPEN CUT)

28 LF 16" PVC @ 1.34%

346 LF 16" PVC @ 0.24% 200 LF 16" PVC @ 0.24%

100 LF 16" PVC @ 0.30%

42 LF 30" STEEL CASING

(OPEN CUT)

5 LF 16" PVC @ 0.84%

51 LF 16" PVC

@ 1.35% 58 LF 16" PVC @ 0.36%

57 LF 16" PVC @ 1.40%

42 LF 16" PVC @ 0.53%

G U

D T

N L

6" T

N L

- 1

6" P

- 2

" T

STA: 1+84.32

PROP. 8" PVC BY OTHERS

CONTRACTOR SHALL REMAIN A MINIMUM

OF 1' BELOW PROPOSED 16" LINE

FL=526.82

G U

D T

N L

" G

E, M

(i n)

(o ut

) 1 6"

13 LF 16" PVC @ 0.84%

SHEET

E N

APPROVED BY :

DATE :

DESIGN BY :

CHECKED BY :

C O

G M

A N

A G

T D

C T

S ou th w es t P kw y, S ui te

A us tin

, T ex as

Ph on e:

) 8

-0

F ax

-0

Fi rm

R eg ist ra tio n

N o.

F -7

C E

G S

L W

R O

S-

B O

R E\

D R

G S\

O O

E N

D .D

W G

, 6 /1

, C

H R

C O

N L

T O

6/13/2025

N 00 50'

SCALE: 1" = 50'

SCALE:

1" = 50' HORIZ.

1" = 5' VERT.

PROFILE LEGEND:

EXIST GND

ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS

REMAINS WITH THE ENGINEER WHO PREPARED THEM.

WARNING !!!!

CONTRACTOR TO FIELD VERIFY ALL EXIST. UTILITIES

VERTICALLY AND HORIZONTALLY PRIOR TO

CONSTRUCTION.

PROPOSED WL

143607

JAMES INOCENCIO

L I C E N S E D

PROFESS I ONAL ENG I N

ATE OF TEXAS

S H

LEGEND

PROP. WATER LINE

PROP. FIRE HYDRANT

EXIST. GATE VALVE

EXIST. FIRE HYDRANT

EXIST. WATER SERVICE

PROPERTY BOUNDARY

OE OE OE EXIST. OVERHEAD ELECTRIC

PROP. EASEMENT

EXIST. POWER POLE

PROP. GATE VALVE

PROP. AIR RELEASE VALVE

GAS EXIST. GAS LINE

EXIST. PAVEMENT

EXIST. CONCRETE

R.O.W.

EXIST. SIGN

EXIST. GAS METERG

EXIST. WATER LINE

EXIST. TREE

CALCULATED POINT

TXDOT TYPE I CONCRETE MONUMENT FOUND

(UNLESS NOTED)

1/2" IRON PIPE FOUND

(UNLESS NOTED)

1/2" IRON ROD FOUND

(UNLESS NOTED)

IRON ROD WITH "B&A RPLS 2633" CAP FOUND

(UNLESS NOTED)

SURVEY CONTROL POINT

PROP. ENCASEMENT

PROP. WATER LINE (FUTURE)

LP EXIST. LIGHT POLE

FIBER PROP. FIBER OPTIC

G U

C O

U N

G U

D T

N L

SHSUD NOTES:

1. ANY EASEMENT DESIGNATED AS A SHSUD UTILITY

EASEMENT SHALL REMAIN OPEN FOR ACCESS AT ALL

TIMES AND SHALL NOT BE WITHIN A FENCED AREA.

2. ALL SHSUD EASEMENTS ARE FOR CONSTRUCTION,

MAINTENANCE (INCLUDING BUT NOT LIMITED TO

REMOVAL OF TREES AND OTHER OBSTRUCTIONS),

AND REPAIR OF ANY SHSUD FACILITY LOCATED

WITHIN SAID EASEMENT.

3. REPAIR AND POSSIBLE RECONSTRUCTION OF PUBLIC

ROADWAYS DAMAGES BY UTILITY CONSTRUCTION

MAY BE REQUIRED COST FOR ANY

RECONSTRUCTION OR REPAIR WILL BE AT THE

CONTRACTOR'S EXPENSE.

4. ALL VALVES, HYDRANTS, CLEAN OUTS OR OTHER

UTILITY APPURTENANCES SHALL CONSTRUCTION

OUTSIDE THE LIMITS OF DRIVEWAY APRONS, CURB

AND GUTTER, AND SIDEWALKS.

5. CONTRACTOR MUST MAINTAIN 4 FEET COVER TO

TOP OF PROPOSED PIPE OR PROPOSED CASING

FROM EXISTING SURFACE, UNLESS OTHERWISE

NOTED IN THE PLANS.

TRENCH EXCAVATION SAFETY PROTECTION

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY

RETAINED EMPLOYEE OR STRUCTURAL

DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT

CONSULTANT, IF ANY SHALL REVIEW THESE PLANS AND

AVAILABLE GEOTECHNICAL INFORMATION AND THE

ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT

WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S

TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS,

PROGRAMS AND/OR PROCEDURES. THE CONTRACTOR'S

IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS

AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE

TRENCH EXCAVATION SAFETY PROTECTION THAT

COMPLIES WITH AS A MINIMUM, OSHA STANDARDS FOR

TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR

AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT

A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH

OSHA STANDARDS GOVERNING THE PRESENCE AND

ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND

TRENCH EXCAVATION.

CAUTION!!:

THE CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL

PUBLIC OR PRIVATE UTILITIES INCLUDING BUT NOT

LIMITED TO: WATER, SEWER, TELEPHONE AND FIBER

OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY

ELECTRIC, PRIMARY ELECTRICAL DUCTBANKS,

LANDSCAPE IRRIGATION FACILITIES, AND GAS LINES. ANY

UTILITY CONFLICTS THAT ARISE SHOULD BE

COMMUNICATED TO THE ENGINEER IMMEDIATELY AND

PRIOR TO THE START OF CONSTRUCTION. ANY DAMAGE

TO EXISTING UTILITIES SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR

SHALL BE AT CONTRACTOR'S SOLE EXPENSE WHETHER

THE UTILITY IS SHOWN ON THESE PLANS OR NOT.

SEGUIN ISD NOTES:

1. DRIVEWAY OPEN CUT WORK MUST BE PERFORMED

ON NIGHTS AND/OR WEEKENDS.

2. DRIVEWAY OPEN CUTS MUST BE PERFORMED ONE

AT A TIME.

3. CONTRACTOR SHALL GIVE TWO WEEKS NOTICE TO

CITY OF SEGUIN PRIOR TO EACH DRIVEWAY OPEN

CUT WORK.

4. NO OPEN CUT TRENCHES ARE ALLOWED WHEN

WORKERS ARE NOT PRESENT.

5. CONTRACTOR SHALL INSTALL TEMPORARY

CONSTRUCTION FENCING AROUND WORK AREA.

6. ALL DRIVEWAYS WILL USE FLOWABLE FILL AS

BACKFILL.

OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO OO

OE OE OE OE OE OE OE OE OE OE OE OE OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEGAS GAS GAS GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

PP PP PP PP

O E

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00

FIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBERFIBER

CAUTION!

PROPOSED WATER LINE

OWNER: SEGUIN ISD

ACREAGE: 40.33

GCAD ID: 133837

OWNER: CATERPILLAR INC

ACREAGE: 139.67

GCAD ID: 53143

OWNER: DEZAVALA

MARKETPLACE LLC

ACREAGE: 1.50

GCAD ID: 129019

OWNER: YALKIN REAL

ESTATE HOLDINGS, LP

ACREAGE: 6.38

GCAD ID: 167362

OWNER: YALKIN REAL

ESTATE HOLDINGS, LP

ACREAGE: 7.34

GCAD ID: 167363

ALT 90

W. KINGSBURY ST

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

PP PP PP PP

O E

PROPOSED 25' JOINT

WATER LINE EASEMENT

STA. 11+00.00

INSTALL:

1- 16" GATE VALVE, MJ

STA. 16+00.00

INSTALL:

11.25° VERTICAL BEND, MJ

PROPOSED 45 LF 30" STEEL CASING

(OPEN CUT)

STA. 18+16.90

INSTALL:

45° BEND, MJ

STA. 18+32.00

INSTALL:

45° VERTICAL BEND, MJ

STA. 18+45.00

INSTALL:

45° VERTICAL BEND, MJ

17'

STA: 16+60.31

BEGIN 30" STEEL

CASING (OPEN CUT)

STA: 17+04.82

END 30" STEEL

CASING (OPEN CUT)

9'8'

STA. 18+29.29

INSTALL:

45° ROLLED BEND, MJ

REMOVE AND REPLACE 10

LF OF CURB AND GUTTER

REMOVE AND REPLACE 10

LF OF CURB AND GUTTER

FUTURE 16" WATER

MAIN BY OTHERS

EXISTING DRAINAGE

STRUCTURE

EXISTING DRAINAGE

STRUCTURE

EXISTING DRIVEWAY

EXISTING CULVERT

EXISTING FENCE

REMOVE & REPLACE

35 S.Y. CONCRETE DRIVEWAY AND

4 S.Y. OF EXISTING CONCRETE SIDEWALK

PROPOSED 16" PVC WATER

LINE (BY OTHERS)

STA. 18+00.00

INSTALL:

2" ARV

STA. 18+58.11

INSTALL:

END TRANSMISSION LINE

1 - 16" PLUG

1 - 2" TEMP. BLOW OFF

REMOVE AND REPLACE 5 S.Y.

OF CONCRETE SIDEWALK

14'

STA. 18+10.00

INSTALL:

1 - 16" GATE VALVE, MJ

CAUTION!

PROPOSED FIBER OPTIC

PROPOSED 817 LF - 16" PVC (C-909)

PROPOSED 29 LF - 16" PVC (C-909)

PROPOSED 12 LF - 16" PVC (C-909)

STA. 18+48.00

INSTALL:

45° VERTICAL BEND, MJ

EXIST. GROUND

SEGUIN ISD TRANSMISSION LINE

10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00

10+00

11+00

12+00

13+00

14+00

15+00

16+00

17+00

18+00

19+00 20+00

153.27' JOINT RESTRAINT

STA: 18+40.46

SEE PROP. 16" WATER MAIN BY CITY OF

SEGUIN PLANS. CONTRACTOR SHALL

REMAIN A MINIMUM OF 1' BELOW

PROPOSED 16" LINE

FL=534.52

- S

D T

N L

E N

D T

N L

- 1

6" P

- 2

" T

(i n)

6" P

(o ut ) 1

6" P

- S

D T

N L

5°

, M J

(o ut ) 1

6" P

(o ut ) 1

6" P

- S

D T

N L

5°

, M J

(i n)

6" P

(o ut ) 1

6" P

- S

D T

N L

5°

R O

D , M

(i n)

(o ut

) 1 6"

- S

D T

N L

5°

D , M

(i n)

0" S

N C

U T)

G (O

C U

- S

D T

N L

° V

D , M

(i n)

(o ut

) 1 6"

- S

D T

N L

- 1

6" G

E, M

(i n)

(o ut

) 1 6"

231' JOINT RESTRAINT

4' MIN. COVER

100 LF 16" PVC @ 0.29%

G R

12 LF 16" PVC

@ 0.24%

45 LF 30" STEEL CASING

(OPEN CUT)

40'

JOINT

RESTRAINT

50 LF 16" PVC

@ 0.70%

10 LF 16" PVC

@ 0.10%

13 LF 16" PVC @ 0.21%

3 LF 16" PVC @ 55.89%

500 LF 16" PVC @ 0.14%

60 LF 16" PVC @ 1.80%

3 LF 16" PVC @ 63.43%

45 LF 16" PVC

@ 0.63%

4' MIN. COVER

- S

D T

N L

" A

R V

(i n)

6" P

(o ut ) 1

6" P

- S

D T

N L

5°

, M J

(i n)

6" P

(o ut ) 1

6" P

10 LF 16" PVC @ 0.37%

STA: 18+45.46

PROPOSED FIBER OPTIC BY CITY.

(APPROXIMATE)

FL=537.38

- S

D T

N L

" G

E, M

(i n)

(o ut

) 1 6"

6.88'

7 LF 16" PVC @ 0.11%

45 LF 16" PVC

@ 0.08%

10.53'

SHEET

E N

APPROVED BY :

DATE :

DESIGN BY :

CHECKED BY :

C O

G M

A N

A G

T D

C T

S ou th w es t P kw y, S ui te

A us tin

, T ex as

Ph on e:

) 8

-0

F ax

-0

Fi rm

R eg ist ra tio n

N o.

F -7

C E

G S

L W

R O

S-

B O

R E\

D R

G S\

O O

E N

D .D

W G

, 6 /1

, C

H R

C O

N L

E N

6/13/2025

SCALE:

1" = 50' HORIZ.

1" = 5' VERT.

PROFILE LEGEND:

EXIST GND

ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS

REMAINS WITH THE ENGINEER WHO PREPARED THEM.

WARNING !!!!

CONTRACTOR TO FIELD VERIFY ALL EXIST. UTILITIES

VERTICALLY AND HORIZONTALLY PRIOR TO

CONSTRUCTION.

PROPOSED WL

143607

JAMES INOCENCIO

L I C E N S E D

PROFESS I ONAL ENG I N

ATE OF TEXAS

00 50'

SCALE: 1" = 50'

LEGEND

PROP. WATER LINE

PROP. FIRE HYDRANT

EXIST. GATE VALVE

EXIST. FIRE HYDRANT

EXIST. WATER SERVICE

PROPERTY BOUNDARY

OE OE OE EXIST. OVERHEAD ELECTRIC

PROP. EASEMENT

EXIST. POWER POLE

PROP. GATE VALVE

PROP. AIR RELEASE VALVE

GAS EXIST. GAS LINE

EXIST. PAVEMENT

EXIST. CONCRETE

R.O.W.

EXIST. SIGN

EXIST. GAS METERG

EXIST. WATER LINE

EXIST. TREE

CALCULATED POINT

TXDOT TYPE I CONCRETE MONUMENT FOUND

(UNLESS NOTED)

1/2" IRON PIPE FOUND

(UNLESS NOTED)

1/2" IRON ROD FOUND

(UNLESS NOTED)

IRON ROD WITH "B&A RPLS 2633" CAP FOUND

(UNLESS NOTED)

SURVEY CONTROL POINT

PROP. ENCASEMENT

PROP. WATER LINE (FUTURE)

LP EXIST. LIGHT POLE

FIBER PROP. FIBER OPTIC

S H

G U

C O

U N

G U

D T

N L

SHSUD NOTES:

1. ANY EASEMENT DESIGNATED AS A SHSUD UTILITY

EASEMENT SHALL REMAIN OPEN FOR ACCESS AT ALL

TIMES AND SHALL NOT BE WITHIN A FENCED AREA.

2. ALL SHSUD EASEMENTS ARE FOR CONSTRUCTION,

MAINTENANCE (INCLUDING BUT NOT LIMITED TO

REMOVAL OF TREES AND OTHER OBSTRUCTIONS),

AND REPAIR OF ANY SHSUD FACILITY LOCATED

WITHIN SAID EASEMENT.

3. REPAIR AND POSSIBLE RECONSTRUCTION OF PUBLIC

ROADWAYS DAMAGES BY UTILITY CONSTRUCTION

MAY BE REQUIRED COST FOR ANY

RECONSTRUCTION OR REPAIR WILL BE AT THE

CONTRACTOR'S EXPENSE.

4. ALL VALVES, HYDRANTS, CLEAN OUTS OR OTHER

UTILITY APPURTENANCES SHALL CONSTRUCTION

OUTSIDE THE LIMITS OF DRIVEWAY APRONS, CURB

AND GUTTER, AND SIDEWALKS.

5. CONTRACTOR MUST MAINTAIN 4 FEET COVER TO

TOP OF PROPOSED PIPE OR PROPOSED CASING

FROM EXISTING SURFACE, UNLESS OTHERWISE

NOTED IN THE PLANS.

TRENCH EXCAVATION SAFETY PROTECTION

CONTRACTOR AND/OR CONTRACTOR'S INDEPENDENTLY

RETAINED EMPLOYEE OR STRUCTURAL

DESIGN/GEOTECHNICAL/SAFETY/EQUIPMENT

CONSULTANT, IF ANY SHALL REVIEW THESE PLANS AND

AVAILABLE GEOTECHNICAL INFORMATION AND THE

ANTICIPATED INSTALLATION SITES WITHIN THE PROJECT

WORK AREA IN ORDER TO IMPLEMENT CONTRACTOR'S

TRENCH EXCAVATION SAFETY PROTECTION SYSTEMS,

PROGRAMS AND/OR PROCEDURES. THE CONTRACTOR'S

IMPLEMENTATION OF THESE SYSTEMS, PROGRAMS

AND/OR PROCEDURES SHALL PROVIDE FOR ADEQUATE

TRENCH EXCAVATION SAFETY PROTECTION THAT

COMPLIES WITH AS A MINIMUM, OSHA STANDARDS FOR

TRENCH EXCAVATIONS. SPECIFICALLY, CONTRACTOR

AND/OR CONTRACTOR'S INDEPENDENTLY RETAINED

EMPLOYEE OR SAFETY CONSULTANT SHALL IMPLEMENT

A TRENCH SAFETY PROGRAM IN ACCORDANCE WITH

OSHA STANDARDS GOVERNING THE PRESENCE AND

ACTIVITIES OF INDIVIDUALS WORKING IN AND AROUND

TRENCH EXCAVATION.

CAUTION!!:

THE CONTRACTOR SHALL BE REQUIRED TO LOCATE ALL

PUBLIC OR PRIVATE UTILITIES INCLUDING BUT NOT

LIMITED TO: WATER, SEWER, TELEPHONE AND FIBER

OPTIC LINES, SITE LIGHTING ELECTRIC, SECONDARY

ELECTRIC, PRIMARY ELECTRICAL DUCTBANKS,

LANDSCAPE IRRIGATION FACILITIES, AND GAS LINES. ANY

UTILITY CONFLICTS THAT ARISE SHOULD BE

COMMUNICATED TO THE ENGINEER IMMEDIATELY AND

PRIOR TO THE START OF CONSTRUCTION. ANY DAMAGE

TO EXISTING UTILITIES SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR AND THE REPAIR

SHALL BE AT CONTRACTOR'S SOLE EXPENSE WHETHER

THE UTILITY IS SHOWN ON THESE PLANS OR NOT.

SEGUIN ISD NOTES:

1. DRIVEWAY OPEN CUT WORK MUST BE PERFORMED

ON NIGHTS AND/OR WEEKENDS.

2. DRIVEWAY OPEN CUTS MUST BE PERFORMED ONE

AT A TIME.

3. CONTRACTOR SHALL GIVE TWO WEEKS NOTICE TO

CITY OF SEGUIN PRIOR TO EACH DRIVEWAY OPEN

CUT WORK.

4. NO OPEN CUT TRENCHES ARE ALLOWED WHEN

WORKERS ARE NOT PRESENT.

5. CONTRACTOR SHALL INSTALL TEMPORARY

CONSTRUCTION FENCING AROUND WORK AREA.

6. ALL DRIVEWAYS WILL USE FLOWABLE FILL AS

BACKFILL.

CASING DETAIL

SPRINGS HILL SPECIAL UTILITY DISTRICT

30" MIN.

60" MIN.

DRAINAGE DITCH

M.J. FITTING WITH

JOINT RESTRAINT SEE NOTE 4

NATURAL

GRADE

WATER MAIN

END SEAL, FOR USE

WITH CERTA-LOK PIPE

(BOTH ENDS)

PAVEMENT

RESTRAINED

JOINT

CASING SPACERCARRIER

PIPE

STEEL

CASING

NOMINAL

SIZE (IN)

PIPE OUTSIDE

DIAMETER (IN)

RESTRAINT

OUTSIDE

DIA.(IN)

MIN.

NOMINAL

SIZE(IN)

OUTSIDE

DIAMETER

(IN)

WALL

THICKNESS

(IN)

WEIGHT

CLASS

4.80 6.90 9.05

13.20 17.40

9.25 11.25 14.75 16.90 25.51

17.25 17.25 23.25 23.24 29.25

0.375 0.375 0.375 0.375 0.375

STANDARD

INSIDE

DIAMETER

(IN)

CARRIER PIPE STEEL CASING

NOT TO SCALE

60" MIN.

2' MAX 10' MAX

CASING SPACERS

BAND

WIDTH

8" 8" 8" 8" 8"

No. OF

RUNNERS

PER TIE

2 TOP, 2 BOTTOM

2 TOP, 4 BOTTOM

1.5" RUNNERS

AS REQUIRED

STEEL BAND

CARRIER PIPE

SIZES 4" THRU 12"

SIZE 16"

STEEL

RISERS

STEEL

CASING

45° 45°

45°45°

45°

30°

15°15°

45°

1.5" RUNNERS

AS REQUIRED

STEEL

CASING

CARRIER PIPE

STEEL BAND

STEEL

RISERS

NOTES:

1. CARRIER PIPE SIZES ARE BASED ON CERTA-LOK C900/RJ FOR 4" TO 12" PIPE DIAMETER AND CERTA-LOK C905/RJ FOR 14" TO 24" PIPE DIAMETER.

2. STEEL CASING SHALL BE STANDARD WEIGHT OR HEAVIER PIPE CONFORMING TO ASTM A-36, ASTM A-568, ASTM A-135, ASTM A-139 OR OTHER ACCEPTABLE STANDARD SPECIFICATION. PIPE SHALL BE COATED AND LINED IN ACCORDANCE WITH AWWA C-210 OR APPROVED EQUAL. PIPE JOINTS SHALL BE WELDED IN ACCORDANCE WITH AWWA C-206. STEEL CASING SHALL BE NEW OR USED IN GOOD CONDITION ACCEPTABLE TO SPRINGS HILL

SPECIAL UTILITY DISTRICT AND TO THE ROADWAY AUTHORITY.

3. SUBSEQUENT CASING SPACERS ARE REQUIRED FOR 4" TO 14" PIPE SIZES TO BE AT 10 FEET APART AND FOR 16" TO 30" PIPE SIZES TO BE AT 8 FEET APART WITHIN THE CASING WITH AT LEAST 3 SPACERS PER JOINT ON PIPE. ONE CASING SPACER SHALL BE REPLACED WITHIN 2 FEET OF ENDS OF

CASING FOR ALL PIPE SIZES.

4. CASING PIPE SHALL EXTEND A MINIMUM OF 10 FT. PAST EDGE OF PAVEMENT ALONG TXDOT ROADWAYS AND A MINIMUM OF 5 FT. PAST EDGE OF PAVEMENT ALONG ALL OTHER ROADWAYS UNLESS OTHERWISE DIRECTED BY ENGINEER OR REGULATORY AUTHORITY.

5. CASING SPACERS SHALL BE MADE FROM T-304 STEEL OF A MINIMUM 14 GAUGE THICKNESS.

6. CASING SPACERS SHALL HAVE A SYNTHETIC RUBBER OR PVC LINER TO INSULATE THE PIPELINE FROM THE SPACER.

7. CASING SPACERS SHALL HAVE A 1.5" WIDE GLASS REINFORCED PLASTIC OR UHMW POLYMER RUNNERS TO INSULATE THE SPACER FROM THE

CASING

G S

L W

R O

S-

B O

R E\

D R

G S\

O O

N D

W G

G S

L W

R O

S-

B O

R E\

D R

G S\

O O

N D

W G

G S

L W

R O

S-

B O

R E\

D R

G S\

O O

N D

W G

G S

L W

R O

S-

B O

R E\

D R

G S\

O O

N D

W G

G S

L W

R O

S-

B O

R E\

D R

G S\

O O

N D

W G

G S

L W

R O

S-

B O

R E\

D R

G S\

O O

N D

W G

SPRINGS HILL SPECIAL UTILITY DISTRICT SPRINGS HILL SPECIAL UTILITY DISTRICT SPRINGS HILL SPECIAL UTILITY DISTRICT

G S

L W

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SPRINGS HILL SPECIAL UTILITY DISTRICT

SIDEWALK

SEE NOTE 4

3' MIN

R .O

14" x1" (16 GA)

GALVANIZED STRAPS

DRILLED TO POST

VENT PIPE

GALV IRON PIPE SCREEN

COVER VENT CAP No

401 CLAY AND BAILEY

MFG.CO. OR APPROVED

EQUAL

1' C

1" OR 2" GALV

IRON PIPE

BOLTED CAST

COUPLING

PER PLAN DIMENSIONS

OR AS DETERMINED BY

SHSUD PERSONAL

PROP WATER MAIN

STANDARD DOUBLE CONC

METER BOX COVER

1" OR 2" COMBINATION

AIR/VACUUM RELEASE

VALVE

CLASS "A" CONC

SLOPE TO DRAIN

BRICK OR PIPE

EXTENSION IF

REQUIRED

3" MIN. AT

RISER PIPE

CORPORATION COCK

OPERATING NOT TO

BE LOCATED ON SIDE

PROP WATER MAIN

* THREAD TO COMPRESSION BRASS

ELBOW ALLOWED IF NECESSARY DUE

TO DEPTH LIMITATIONS.

1" OR 2" TUBING SHALL

BE COPPER OR HDPE

PIPE

BALL VALVE

1" PIPE (WEEP HOLE)

WITH 1'x1'x1' ROCK OR

GRAVEL DRAIN POCKET

1' MIN.

4" CONC FILLED DI PIPE

WITH CONC BASE

DATE: REVISIONS: STANDARD NO.

1" OR 2" VENTED AUTOMATIC COMBINATION

AIR/VACUUM RELEASE VALVE

06/15/2010 WA-9

NOTES:

1. EXTERIOR SURFACES OF EXPOSED AIR VENT PIPE AND D.I. SUPPORT PIPE SHALL BE PAINTED WITH RUST-OLEUM ACRYLIC 5225 (SAFETY BLUE), OR EQUAL, PER COATING MANUFACTURER INSTRUCTIONS PRIOR TO INSTALLATION.

2. AIR VENT PIPE INSTALLATION SHALL BE AS NEAR AS PRACTICAL TO RIGHT-OF-WAY LINE OR EASEMENT LINE AS

INDICATED ON PLANS (VERIFY LOCATION WITH SHSUD PERSONNEL

3. CONCRETE METER BOX PENETRATION SHALL BE CORE BIT DRILLED. VOID SHALL BE FILLED BY PRESS-SEAL

GASKET CORP. PSX RESILIENT CONNECTOR MEETING ASTM C923 OR APPROVED EQUAL.

4. IN UNDEVELOPED AND DEVELOPED AREAS, THE AIR RELEASE SHALL BE 5 FEET IN HEIGHT SUPPORTED BY 4" STEEL PIPE WHICH HAS BEEN PAINTED BLUE AND FILLED WITH CONCRETE. IN DEVELOPED AREAS THE AIR RELEASE SHALL

BE 8" TO 12" IN HEIGHT AND LOCATED NOT TO CONFLICT WITH SIDEWALK.

5. AUTOMATIC COMBINATION AIR/VACUUM VALVE SHALL BE INSTALLED IN A MANNER WHICH WILL ALLOW REMOVAL OF

ASSEMBLY WITHOUT REMOVAL OF THE CONCRETE METER BOX.

GALVANIZED IRON PIPE

PIPE

SIZE

AUTOMATIC

COMBINATION

AIR/RELEASE

VALVE

BALL

VALVE

VENT

PIPE

UP TO 10"

12" AND OVER

1" 2"

11/18/2024

6. NO VALVES SHALL BE CONSTRUCTED WITHIN CURBS, SIDEWALKS, DRIVEWAYS, OR ROADWAYS. S.H.S.U.D. WILL NOT BE RESPONSIBLE FOR ANY DAMAGES TO CONCRETE OR PAVED AREAS IF DEVELOPER DOES NOT COMPLY.

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SPRINGS HILL SPECIAL UTILITY DISTRICT

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SPRINGS HILL SPECIAL UTILITY DISTRICT

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SPRINGS HILL SPECIAL UTILITY DISTRICT

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NOTES:

1. MARKERS SHALL BE 66" COMPOSITE POSTS SIMILAR TO RHINO

FIBERCURVE COMPOSITE MARKER POST.

2. MARKERS SHALL BE PLACED AT ALL GATE VALVES, FLUSHING

VALVES, & AIR RELEASE VALVES PER ITEM DETAIL.

3. MARKERS SHALL BE PLACED AT WATER METERS AS SPECIFIED

ON PLANS

4. PIPELINE MARKERS SHALL BE PLACED ON R.O.W./FENCE LINE AT

ALL ROAD CROSSINGS.

BLUE

66"

ORANGE AND

WHITE

REFLECTIVE

TAPE

S H S U D

AIR RELEASE VALVE

METER VALVES

DECALS MARKER

DETAIL

DECAL

DETAIL

212" WHITE

LETTER (TYP)

BLUE BACKGROUND

WATER CROSSING

10.75"

1" WHITE

LETTERING

1" BLUE

LETTERING

18"

BURY

DEPTH

3.2"

BLUE

66"

ORANGE AND

WHITE

REFLECTIVE

TAPE

WATER

CROSSING

DECAL

18"

BURY

DEPTH

3.2"

BLUE BACKGROUND

WHITE BACKGROUND

DATE: REVISIONS: STANDARD NO.

WATER LINE MARKER

07/26/2010 08/05/2021 WA-34

SPRINGS HILL SPECIAL UTILITY DISTRICT

W A T E R

C R O S S I N G

SHEET

E N

APPROVED BY :

DATE :

DESIGN BY :

CHECKED BY :

C O

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A us tin

, T ex as

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, 6 /1

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6/13/2025

143607

JAMES INOCENCIO

L I C E N S E D

PROFESS I ONAL ENG IN

ATE OF TEXAS

S H

G U

C O

U N

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D T

N L

3' MAX.

PER PLAN PROFILE

FROM NATURAL

GROUND OR SUBGRADE

IF NO PROFILE

SEE DETAIL

WTR-2 OR WW-8

TRENCH PAY LIMIT

SEE DETAIL PIPE

O.D.T12" 12"

PAVEMENT PAY LIMIT

EMBEDMENT SEE DETAIL

WTR-2 OR WW-8

MATERIAL AND DIMENSION

UNDISTURBED EARTH

PROPOSED MAIN

12" WIDE INDUCTIVELY AND

CONDUCTIVELY DETECTABLE

MARKING TAPE PLACED WITHIN

3' OF FINAL SURFACE (OR PER

MANUFACTURER'S

RECOMMENDATIONS)

SAWCUT

EXISTING BASE

TYPE D HMAC

2" MIN. THK.

TACK COAT

12"

FLOWABLE FILL

(2 SACK MIN.

300 PSI. MAX.)

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SPRINGS HILL SPECIAL UTILITY DISTRICT

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SPRINGS HILL SPECIAL UTILITY DISTRICTSPRINGS HILL SPECIAL UTILITY DISTRICT

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SPRINGS HILL SPECIAL UTILITY DISTRICT SPRINGS HILL SPECIAL UTILITY DISTRICT

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SPRINGS HILL SPECIAL UTILITY DISTRICT

G S

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SPRINGS HILL SPECIAL UTILITY DISTRICT

SHEET

E N

APPROVED BY :

DATE :

DESIGN BY :

CHECKED BY :

C O

G M

A N

A G

T D

C T

S ou th w es t P kw y, S ui te

A us tin

, T ex as

Ph on e:

) 8

-0

F ax

-0

Fi rm

R eg ist ra tio n

N o.

F -7

C E

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D R

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O O

N D

W G

, 6 /1

, C

H R

C O

D D

6/13/2025

143607

JAMES INOCENCIO

L I C E N S E D

PROFESS I ONAL ENG IN

ATE OF TEXAS

S H

G U

C O

U N

G U

D T

N L

File details come from the government source that posted it. Updated Jun 18, 2025.