202506_P121WL_IssueForBid_Plans_Optimized (1).pdf

PDF 19 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

About this file

Written by GovTribe AI · Jun 18, 2025

The document is a comprehensive set of engineering and construction plans for the IH-10 and FM 464 Water Line Extension Project, prepared for the Seguin Economic Development Corporation in Seguin, Texas. The project involves the installation of approximately 6,545 linear feet of 16-inch PVC water main, 185 linear feet of 8-inch PVC water main, 4,036 linear feet of 4-inch Schedule 40 PVC pipe, and 375 linear feet of 4-inch Schedule 80 PVC pipe by bore. Additional key components include 10 fire hydrant assemblies, 14 16-inch gate valves, 1 8-inch gate valve, 1 2-inch automatic flush valve, and various steel casing installations by bore and open cut methods. The project also includes connecting to existing water lines, removing and replacing signage, repairing infrastructure, and revegetation of the disturbed areas.

The total estimated project cost and specific funding sources are not explicitly detailed in the plans. The project involves multiple utility crossings and requires careful coordination with existing infrastructure, including telecommunications, gas, and electrical lines. The construction documents indicate a June 2025 timeline, with the plans issued for bid on 6/11/2025. Comprehensive details are provided for technical specifications, including water backfill methods, thrust block details, valve installations, and erosion control measures. The project area spans along IH-10 and FM 464 in Seguin, with multiple plan and profile sheets detailing the precise route and elevation changes. The Seguin City Council and Economic Development Corporation are overseeing the project, with engineering work performed by Trihydro.

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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
Plans-Seguin ISD Transmission Line-SHSUD-250613.pdf	PDF	Jun 18, 2025

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0 1,000' 2,000'0 5 MILES 10 MILES1 PROJECT LOCATION MAP

SCALE: 1" = 5 MI 2 PROJECT VICINITY MAP

SCALE: 1" = 1,000'

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A S

SEGUIN ECONOMIC DEVELOPMENT CORPORATION

IH-10 AND FM 464 WATER LINE EXTENSION

SEGUIN, TEXAS

JUNE 2025

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-0

PROJECT

LOCATION

ALT

10 90

CITY COUNCIL

JOE REA

DAVID EVELD

JIM LIEVENS

JOHN CARLSSON

PAUL GAYTAN

MONICA CARTER

JASON BIESENBACH

BILL KELLER

DISTRICT 1

DISTRICT 2

DISTRICT 3

DISTRICT 4

DISTRICT 5

DISTRICT 6/MAYOR PRO TEMPORE

DISTRICT 7

DISTRICT 8

STEVE PARKER

CITY MANAGER

DONNA DODGEN

MAYOR

RICK CORTES

DEPUTY CITY MANAGER

KRISTIN MUELLER

CITY SECRETARY

JOSH SCHNEUKER

DIRECTOR OF ECONOMIC DEVELOPMENT

R B

H C

THE SEAL APPEARING ON THIS DOCUMENT WAS

AUTHORIZED BY HENRY L. CRIPPEN, P.E. LICENCE NO.

141188, JUNE 11, 2025. ALTERATION OF A SEALED

DOCUMENT WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE

TEXAS ENGINEERING PRACTICE ACT.

TOTAL ESTIMATED QUANTITIES

ITEM DESCRIPTION UNIT TOTAL

QUANTITY

1 BONDING, MOBILIZATION, AND INSURANCE LS 1

ENVIRONMENTAL PROTECTION/ STORMWATER POLLUTION

PREVENTION PLAN (SWPPP) LS 1

3 SITE PREPARATION LS 1

4 BARRICADES, SIGNS, AND TRAFFIC HANDLING LS 1

5 TRENCH AND EXCAVATION SAFETY PROTECTION LF 6121

6 PRESSURE TEST WATER TRANSMISSON MAIN LS 1

7 DISINFECT WATER TRANSMISSION MAIN LS 1

8 16-INCH DR18 C900 PVC LF 6545

9 8-INCH DR18 C900 PVC LF 185

10 4-INCH SCH. 40 PVC LF 4036

11 4-INCH SCH. 80 PVC BY BORE LF 375

12 2' x 3' PULL BOX EA 4 13 2.5' x 4' PULL BOX EA 5

14 FIRE HYDRANT ASSEMBLY EA 10

15 16-INCH GATE VALVE EA 14

16 8-INCH GATE VALVE EA 1

17 2-INCH AUTOMATIC FLUSH VALVE ASSEMBLY EA 1

18 DUCTILE IRON FITTINGS TON 3.54

TOTAL ESTIMATED QUANTITIES

ITEM DESCRIPTION UNIT TOTAL

QUANTITY

19 30-INCH STEEL CASING BY BORE LF 609

20 30-INCH STEEL CASING BY OPEN CUT LF 184

21 24-INCH STEEL CASING BY OPEN CUT LF 60

22 CONNECT TO EXISTING 16-INCH WATER LINE EA 1

23 CONNECT TO EXISTING 8-INCH WATER LINE EA 1

24 REMOVE MONUMENT SIGN EA 2

25 REMOVE AND REPLACE SIGN EA 1

26 REPAIR WIRE FENCE LF 24

27 REPAIR ASPHALT PAVEMENT SY 303

28 REPAIR CONCRETE DRIVEWAY SY 44

29 FLOWABLE FILL CY 91

30 REPAIR GRAVEL DRIVEWAY SY 321

31 REPAIR CONCRETE SIDEWALK SY 63

32 REPAIR CONCRETE CURB AND GUTTER LF 172

33 3-INCH COMBINATION AIR-VACUUM RELEASE VALVE EA 3

34 REVEGETATION AC 2.70

35 SPRINGS HILL SUD SEGUIN ISD TRANSMISSION LINE LS 1

36 BID ALLOWANCE ALW 1

Sheet List Table Sheet

Number Sheet Title REV

1 PROJECT LOCATION AND INDEX OF SHEETS 1

2 EXPLANATION AND NOTES 1

3 GENERAL CONSTRUCTION AND SITE NOTES 1

4 PROJECT MAP 1

5 PLAN AND PROFILE STA. 4+30 TO 7+00 1

6 PLAN AND PROFILE STA. 7+00 TO 15+00 1

7 PLAN AND PROFILE STA. 15+00 TO 21+00 1

8 PLAN AND PROFILE STA. 21+00 TO 28+00 1

9 PLAN AND PROFILE STA. 28+00 TO 35+00 1

10 PLAN AND PROFILE STA. 35+00 TO 40+50 1

11 PLAN AND PROFILE STA. 40+50 TO 47+00 1

12 PLAN AND PROFILE STA. 47+00 TO 53+50 1

13 PLAN AND PROFILE STA. 53+50 TO 60+00 1

14 PLAN AND PROFILE STA. 60+00 TO 65+00 1

15 PLAN AND PROFILE STA. 65+00 TO 69+75 1

16 WATER DETAILS (1 OF 2) 1

17 WATER DETAILS (2 OF 2) 1

18 COMMUNICATION DETAILS 1

19 EROSION CONTROL DETAILS 1

20 TRAFFIC CONTROL AND BARRICADE DETAIL 1

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EXPLANATION

DIAMETERØ/DIA.

NORTHFEET ABOVE MEAN SEA LEVEL

POLYVINYL CHLORIDE

SANITARY

MINIMUM

RIGHT-OF-WAY

DIMENSION RATIO/DRIVE

LINEAR FEET

FT AMSL

MIN

PVC

ROW

SAN.

EAST

TYPICALTYP.

SPECIAL UTILITY DISTRICTSUD

RIGHT-OF-WAY

TEXAS ADMINISTRATIVE CODETAC

POUNDS PER SQUARE INCHPSI

AMERICAN WATER WORKS ASSOCIATIONAWWA

GLOBAL POSITIONING SYSTEMGPS

FOOT/FEETFT.

MAXIMUMMAX

TEXAS COMMISSION ON

ENVIRONMENTAL QUALITYTCEQ

EXISTING PROPOSED

WATER METER

WATER VALVE

GRAVEL REPAIR

STEEL WATER LINE CASING

AVENUEAVE

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATIONOSHA

FARM TO MARKET

TEXAS MANUAL ON UNIFORM TRAFFIC

CONTROL DEVICESTMUTCD

ROADRD

NUMBERNO

MECHANICAL JOINTMJ

OUTSIDE DIAMETEROD

2-INCH COMBINATION

AIR-VACUUM RELEASE VALVE

EACH

SQUARE YARDSSY

REVISIONREV.

CITY OF SEGUINCoS

DUCTILE IRONDI

UTILITY POLE

GUY ANCHOR

WATER METER

FIRE HYDRANT

WATER VALVE

LUMINAIRE POLE

ASPHALT DRIVEWAY/PAVEMENT REPAIR

PROPERTY LINE

FENCE

OVERHEAD ELECTRIC LINE

UNDERGROUND TELECOMMUNICATIONS

STORM SEWER STRUCTURE

WATER LINE

ABBREVIATIONS

AMERICAN STANDARD CODE FOR INFORMATION INTERCHANGEASCII

AMERICAN SOCIETY OF TESTING AND MATERIALSASTM

AMERICAN NATIONAL STANDARD INSTITUTEANSI

ANTE MERIDIEMA.M.

BOULEVARDBLVD

HIGHWAYHWY

NATIONAL SANITATION FOUNDATIONNSF

POTABLE WATERPW

PAGEPG.

POST MERIDIEMP.M.

EASEMENT

WATER LINE

CABLE PEDESTAL

TELEPHONE PEDESTAL

BUSHTREE

ELECTRIC TRANSFORMER

ELECTRIC METER

MANHOLE

DITCH CENTERLINE

GAS LINE

STATIONSTA.

STREETST

STANDARDSTD.

SHEETSHT

STATE HIGHWAYS.H.

UNITED STATESU.S.

WATER SUPPLY CORPORATIONW.S.C.

CONCRETE REPAIR

FIRE HYDRANT

REPLACED FENCE

CONSTRUCTION EASEMENT

EXISTINGEXIST.

ELEV. ELEVATION

HORIZONTAL DIRECTIONAL DRILLINGHDD 1

R B

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STORM WATER POLLUTION PREVENTION PLANSWPPP

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)/NATIONAL SANITATION FOUNDATION (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 RATIO 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/VACUUM 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. WHEN WATERLINES ARE LAID UNDER ANY FLOWING OR INTERMITTENT STREAM OR

SEMI-PERMANENT BODY OF WATER THE WATERLINE SHALL BE INSTALLED IN A SEPARATE

WATERTIGHT PIPE ENCASEMENT. VALVES MUST BE PROVIDED ON EACH SIDE OF THE CROSSING

WITH FACILITIES TO ALLOW THE UNDERWATER PORTION OF THE SYSTEM TO BE ISOLATED AND

TESTED [§290.44(f)(2)].

11. 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;

Q = LD √P /148,000

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;

L = SD √P /148,000

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).

12. THE CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION DISTANCE IN ALL DIRECTION 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).

13. 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

SPRINGLINE 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)].

14. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY OR HORIZONTALLY

OF ANY WASTEWATER LINE, WASTEWATER LATERAL, OR WASTEWATER SERVICE LINE

REGARDLESS OR CONSTRUCTION [§290.44(e)(6)].

15. 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)].

16. WATERLINES SHALL NOT BE INSTALLED CLOSER THAN TEN FEET TO SEPTIC TANK DRAINFIELDS

[§290.44(e)(8)].

17. THE CONTRACTOR SHALL DISINFECT THE NEW WATERLINES IN ACCORDANCE WITH AWWA

STANDARD C-651-14 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

WATER LINE WILL BE REQUIRED OR AT THE NEXT AVAILABLE SAMPLING POINT BEYOND 1,000

FEET AS DESIGNATED BY THE DESIGN ENGINEER [§290.44(f)(3)].

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

AWWA STANDARD C655-09 OR MOST RECENT.

TCEQ WATER DISTRIBUTION SYSTEM GENERAL CONSTRUCTION NOTES TREE PROTECTION AND NATURAL AREA PROTECTION NOTES

1. CLEARING OF NATURAL VEGETATION OR REMOVAL OF ANY PROTECTED TREES IS PROHIBITED

WITHOUT FIRST SECURING WRITTEN APPROVAL FROM THE OWNER OR ENGINEER.

2. ALL TREES SHALL REMAIN IN PLACE UNLESS OTHERWISE NOTED.

3. ALL TREES AND NATURAL AREAS SHALL BE PROTECTED DURING CONSTRUCTION WITH

TEMPORARY FENCING.

4. PROTECTIVE FENCES SHALL BE INSTALLED PRIOR TO THE COMMENCEMENT OF ANY SITE

PREPARATION WORK (CLEARING, GRUBBING OR GRADING) AND SHALL BE MAINTAINED

THROUGHOUT ALL PHASES OF THE CONSTRUCTION PROJECT.

5. EROSION/SEDIMENTATION CONTROL BARRIERS SHALL BE INSTALLED OR MAINTAINED IN A

MANNER WHICH DOES NOT RESULT IN SOIL BUILDUP WITHIN TREE DRIP LINES.

6. PROTECTIVE FENCES SHALL COMPLETELY SURROUND THE TREE OR GROUP OF TREES AND

WILL BE LOCATED AT THE OUTERMOST LIMITS OF THE TREE BRANCHES (DRIP LINE); OR FOR

NATURAL AREAS. PROTECTIVE FENCES SHALL BE INSTALLED AROUND ALL TREES OR TREE

GROUPS WITHIN 30 FEET OF CONSTRUCTION IMPROVEMENTS IN ORDER TO PREVENT THE

FOLLOWING:

a. SOIL COMPACTION IN THE ROOT ZONE AREA RESULTING FROM VEHICULAR TRAFFIC OR

STORAGE OF EQUIPMENT OR MATERIALS.

b. ROOT ZONE DISTURBANCES DUE TO GRADE CHANGES (GREATER THAN SIX (6) INCHES CUT

OR FILL) OR TRENCHING NOT REVIEWED AND AUTHORIZED BY THE ENGINEER OR OWNER'S

REPRESENTATIVE.

c. WOUNDS TO EXPOSED ROOTS, TRUNK OR LIMBS BY MECHANICAL EQUIPMENT.

d. OTHER ACTIVITIES DETRIMENTAL TO TREES SUCH AS CHEMICAL STORAGE, TRUCK

CLEANING, AND FIRES.

6. EXCEPTIONS TO INSTALLING FENCES AT TREE DRIP LINES MAY BE PERMITTED IN THE

FOLLOWING CASES:

a. AT AN APPROVED GRADE CHANGE, IMPERMEABLE PAVING SURFACES, TREE WELLS, OR

OTHER SUCH SITE DEVELOPMENT, ERECT THE FENCE APPROXIMATELY 2 TO 4 FEET BEHIND

THE AREA DISTURBED.

b. WHERE PERMEABLE PAVING IS TO BE INSTALLED WITHIN A TREE'S DRIP LINE, INSTALL THE

FENCE AT THE OUTER LIMITS OF THE PERMEABLE PAVING AREA (PRIOR TO SITE GRADING

SO THAT THIS AREA IS GRADED SEPARATELY PRIOR TO PAVING INSTALLATION TO MINIMIZE

ROOT DAMAGE).

c. WHERE TREES ARE CLOSE TO PROPOSED BUILDINGS, INSTALL THE FENCE TO ALLOW 6 TO

10 FEET OF WORKSPACE BETWEEN THE FENCE AND THE BUILDING.

d. FOR THE PROTECTION OF NATURAL AREAS, NO EXCEPTIONS TO INSTALLING FENCES AT

THE LIMIT OF CONSTRUCTION LINE WILL BE PERMITTED.

7. WHERE ANY OF THE ABOVE EXCEPTIONS RESULT IN A FENCE BEING CLOSER THAN 4 FEET TO A

TREE TRUNK, PROTECT THE TRUNK WITH STRAPPED-ON PLANKING TO BE A HEIGHT OF 8 FEET

(OR TO THE LIMITS OF LOWER BRANCHING).

8. WHERE ANY OF THE ABOVE EXCEPTIONS TO FENCING AT A TREE'S DRIP LINE RESULT IN AREAS

OF UNPROTECTED ROOT ZONES (UNDER DRIP LINES) WHERE HEAVY TRAFFIC IS EXPECTED,

COVER THOSE AREAS WITH FOUR (4) INCHES OF ORGANIC MULCH OR GRAVEL TO MINIMIZE SOIL

COMPACTION.

9. TREES APPROVED FOR REMOVAL SHALL BE REMOVED IN A MANNER WHICH DOES NOT IMPACT

TREES TO BE PRESERVED.

10. ANY ROOTS EXPOSED BY CONSTRUCTION ACTIVITY SHALL BE PRUNED FLUSH WITH THE SOIL.

BACK-FILL ROOT AREAS WITH GOOD QUALITY TOPSOIL AS SOON AS POSSIBLE. IF EXPOSED

ROOT AREAS ARE NOT BACKFILLED WITHIN 2 DAYS, COVER THEM WITH ORGANIC MATERIAL IN A

MANNER WHICH REDUCES SOIL TEMPERATURE AND MINIMIZES WATER LOSS DUE TO

EVAPORATION.

11. ANY TRENCHING REQUIRED FOR THE INSTALLATION OF IRRIGATION SHALL BE PLACED AS FAR

FROM EXISTING TREE TRUNKS AS POSSIBLE.

12. NO TOPSOIL DRESSING GREATER THAN FOUR (4) INCHES SHALL BE PERMITTED WITHIN THE

DRIP LINES OF TREES. NO SOIL IS PERMITTED ON THE ROOT FLARE OF ANY TREE.

13. PRUNING TO PROVIDE CLEARANCE FOR STRUCTURES, VEHICULAR TRAFFIC AND EQUIPMENT

SHALL TAKE PLACE BEFORE DAMAGE OCCURS.

14. ALL FINISHED PRUNING MUST BE DONE ACCORDING TO RECOGNIZED, APPROVED STANDARDS

OF THE INDUSTRY (REFERENCE THE NATIONAL ARBORIST ASSOCIATION - "PRUNING

STANDARDS FOR SHADE TREES").

15. PRIOR TO EXCAVATION OR GRADE CUTTING WITHIN TREE DRIP LINES, MAKE A CLEAN CUT

BETWEEN THE DISTURBED AND UNDISTURBED ROOT ZONES WITH A ROCK SAW OR SIMILAR

EQUIPMENT TO MINIMIZE DAMAGE TO REMAINING ROOTS.

16. ALL GRADING WITHIN PROTECTED ROOT ZONE AREAS SHALL BE DONE BY HAND OR WITH SMALL

EQUIPMENT TO MINIMIZE ROOT DAMAGE. PRIOR TO GRADING, RELOCATED PROTECTIVE

FENCING TO TWO (2) FEET BEHIND THE GRADE CHANGE AREA.

17. TREES IMPACTED BY CONSTRUCTION ACTIVITIES SHALL BE WATERED DEEPLY ONCE A WEEK

DURING PERIODS OF HOT, DRY WEATHER. TREE CROWNS SHALL BE SPRAYED WITH WATER

PERIODICALLY TO REDUCE DUST ACCUMULATION ON THE LEAVES.

18. WHEN INSTALLING CONCRETE ADJACENT TO THE ROOT ZONE OF A TREE, USE A PLASTIC

VAPOR BARRIER BEHIND THE CONCRETE TO PROHIBIT LEACHING OF LIME INTO THE ROOT

ZONE.

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PREPARATION, IMPLEMENTATION, AND

MAINTENANCE OF THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) THROUGHOUT

PROJECTS DURATION, INCLUDING COMPLYING WITH ALL APPLICABLE REGULATIONS RELATED

TO NPDES AND TPDES, AND SUBMITTING REQUIRED NOTIFICATION OF INTENT AND

TERMINATION. THIS IS TO BE PAID FOR UNDER "STORM WATER POLLUTION PREVENTION PLAN"

ITEM.

2. TEMPORARY EROSION/SEDIMENTATION CONTROL ITEMS SHALL BE IN PLACE AND SHALL

ENCOMPASS ALL STAGING AND SPOIL AREAS BEFORE CONSTRUCTION BEGINS.

3. CONTRACTOR SHALL INSTALL SILT FENCE TO DELINEATE CONSTRUCTION EASEMENTS.

4. THE CONTRACTOR SHALL BE RESPOSIBLE FOR THE SITE CONDITIONS DURING CONSTRUCTION

AND UNTIL THE PROJECT IS ACCEPTED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR

OBTAINING THE STORMWATER POLLUTION PREVENTION PLAN, UNDERSTAND THE

REQUIREMENTS FOR THE PLAN, AND SHALL BE RESPONSIBLE FOR IMPLEMENTING THE PLAN.

ALL FINES IMPOSED FOR NOT IMPLEMENTING OR MAINTAINING SWPPP MEASURES SHALL BE

THE RESPONSIBILITY OF THE CONTRACTOR.

5. THE CONTRACTOR SHALL INSTALL EROSION/SEDIMENTATION CONTROLS AND TREE/NATURAL

AREA PROTECTIVE FENCING PRIOR TO ANY SITE PREPARATION WORK (CLEARING, GRUBBING

OR EXCAVATION).

6. THE PLACEMENT OF EROSION/SEDIMENTATION CONTROLS SHALL BE IN ACCORDANCE WITH

THE APPROVED EROSION/SEDIMENTATION CONTROL PLAN.

TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES

AND TREE/NATURAL AREA PROTECTION MEASURES

SPRINGS HILL SUD SEGUIN ISD

TRANSMISSION LINE

TREE PROTECTION

FIBER OPTIC CONDUIT

FIBER OPTIC STRUCTURE

GAS ENCLOSURE

MONUMENT REMOVAL

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PROJECT LOCATION NOTES

1. BEGIN PROJECT:

LATITUDE: 29° 34' 41.58" N

LONGITUDE: 97° 59' 05.06" W

END PROJECT:

LATITUDE: 29° 34' 10.22" N

LONGITUDE: 98° 00' 03.74" W

HORIZONTAL CONTROL POINTS

C.P.(MAGNAIL) NO. 1

NORTHING: 1375049.08

EASTING: 2291180.37

ELEV: 540.58'

C.P.(MAGNAIL) NO. 3

NORTHING: 13758313.92

EASTING: 2289935.86

ELEV: 543.51'

C.P.(REBAR) NO. 4

NORTHING: 13757358.99

EASTING: 2288466.37

ELEV: 540.12'

C.P.(MAGNAIL) NO. 5

NORTHING: 13756884.49

EASTING: 2287750.58

ELEV: 534.93'

C.P.(MAGNAIL) NO. 6

NORTHING: 13756516.87

EASTING: 2287248.0316

ELEV: 533.18'

C.P.(MAGNAIL) NO. 7

NORTHING: 13757959.46

EASTING: 2289542.55

ELEV: 544.56'

NAD83 TEXAS STATE PLANE COORDINATE SYSTEM, SOUTH CENTRAL ZONE WAS USED

FOR THIS PROJECT.

C.P.(MAGNAIL) NO. 2

NORTHING: 13758714.84

EASTING: 2290532.90

ELEV: 543.94'

R B

H C

1. A STAGING AREA FOR THIS PROJECT IS NOT PROVIDED BY THE OWNER. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN AND MAINTAIN ANY STAGING AREAS

FOR THE PROJECT.

2. ALL EXISTING DRAINS OR INLET STRUCTURES SHALL BE PROTECTED FROM DAMAGES.

ANY DAMAGES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

3. THE EARTH BEARING SURFACE SHALL BE UNDISTURBED MATERIAL. IF THIS IS NOT

POSSIBLE, THE FILL BETWEEN THE BEARING SURFACE AND THE UNDISTURBED SOIL MUST

BE COMPACTED TO A MINIMUM OF 95% STANDARD PROCTOR DENSITY.

4. NO WATER JETTING IS ALLOWED UNDER PAVEMENT. COMPACTION OF THE UTILITY

TRENCH IS TO BE 95% STANDARD PROCTOR DENSITY, MOISTURE SHALL BE ± 2% OF THE

CORRESPONDING PROCTOR, AND SOIL SHALL BE HYDROTAMPED IN 1 FOOT LIFTS. SOIL

WILL ALSO BE PROOF ROLLED PRIOR TO INSPECTION AND APPROVAL OF THE UTILITY.

5. BORE PIT SIZING SHALL BE DETERMINED BY THE CONTRACTOR BASED ON CASING DEPTH

AND SOIL CONDITIONS.

6. NO BLASTING ALLOWED.

7. FOR AN ELECTRICAL LINE LOCATED CLOSE TO THE PROJECT, ATTENTION IS DIRECTED TO

THE STATE LAW (VERNON'S ANNOTATED TEXAS STATUES, ARTICLE 1436 (C), CONCERNING

OPERATIONS IN THE VICINITY OF ELECTRICAL LINES AND THE NEED FOR EFFECTIVE

PRECAUTIONARY MEASURES.

8. DUE TO FEDERAL REGULATIONS TITLE 49, PART 192.181, THE LOCAL GAS COMPANY MUST

MAINTAIN ACCESS TO GAS VALVES AT ALL TIMES. THE CONTRACTOR MUST PROTECT AND

WORK AROUND ANY GAS VALVES THAT ARE IN THE PROJECT AREA.

9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REMOVE EROSION CONTROLS AND

REVEGETATE ALL DISTURBED AREAS. ALL AREAS EXPOSED DURING CONSTRUCTION

SHALL BE REVEGETATED AS DIRECTED BY THE ENGINEER. REVEGETATION OF ALL

EXPOSED AREAS SHALL CONSIST OF HYDROSEEDING OR SOD. ACCEPTABLE

REVEGETATION SHALL CONSIST OF A MINIMUM OF 1.5 INCHES OF GROWTH OVER 95% OF

DISTURBED AREAS. ANY VEGETATION OUTSIDE OF THE LIMITS OF CONSTRUCTION SHALL

REMAIN UNDISTURBED

10. AFTER SUBSTANTIAL COMPLETION IS AWARDED, IT IS THE RESPONSIBILITY OF THE

CONTRACTOR TO WARRANTY ALL MATERIALS AND WORKMANSHIP FOR A MINIMUM

PERIOD OF 2 YEARS.

11. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REPAIR AT THEIR OWN EXPENSE ANY

EXISTING FENCES, CONCRETE ISLANDS, PAVEMENT, CURBS, DRIVEWAYS, STRUCTURES,

FIRE HYDRANTS, VALVES OR ANY OTHER UTILITY RELATED DEVICES THAT ARE DAMAGED

OR REMOVED BEFORE FINAL APPROVAL OF CONSTRUCTION.

CONSTRUCTION PLAN GENERAL NOTES

1. CONTRACTOR MUST OBTAIN ALL NECESSARY PERMITS PRIOR TO BEGINNING CONSTRUCTION.

2. CLEAR RIGHT-OF-WAY, PROTECT FENCING AND GATES, AND LOCATE ALL EXISTING UTILITIES.

3. INSTALL EROSION/SEDIMENTATION CONTROLS AND TEMPORARY FENCING AS REQUIRED. THE

CONTRACTOR IS RESPONSIBLE FOR PROTECTION OF PETS AND LIVESTOCK. COORDINATION

WITH ALL PROPERTY OWNERS IS REQUIRED.

4. INSTALL TRAFFIC CONTROL AND PEDESTRIAN ALTERNATE PATHWAYS WHERE NECESSARY.

5. LOCATE EXISTING UTILITIES.

6. COMPLETE REQUIRED CONSTRUCTION STAKING FOR THE PROJECT TO INCLUDE EASEMENTS,

CENTER LINE OF PIPES, VALVES, APPURTENANCES, AND AS NECESSARY FOR OTHER

IMPROVEMENTS AS SHOWN IN THE PLANS.

7. CONSTRUCT INFRASTRUCTURE AND IMPROVEMENTS AS SHOWN IN THE PLANS.

8. RESTORE WORK AREA TO EXISTING GRADES, REPAIR FENCING, REPAIR/REPLACE DRIVEWAYS, REVEGETATE DISTURBED AREAS TO A 95% MINIMUM, AND COMPLETE ALL INCIDENTAL WORK.

9. REMOVE TEMPORARY EROSION/SEDIMENTATION CONTROLS.

SEQUENCE OF CONSTRUCTION

1. LIMITS OF TEMPORARY STAGING, STORAGE AND SPOIL AREAS SHALL BE LOCATED WITHIN

APPROVED SITES ALONG THE CONSTRUCTION. THE LOCATION OF THESE SITES SHALL MOVE

PERIODICALLY IN ORDER TO FOLLOW THE CONSTRUCTION ROUTE. EROSION/SEDIMENTATION

CONTROL MEASURES SHALL BE IN PLACE AT EACH SITE. EACH SITE IS SUBJECT TO APPROVAL

BY THE ENGINEER OR OWNER'S REPRESENTATIVE.

2. VEHICLES UTILIZED FOR CONSTRUCTION SHALL BE INSPECTED FOR TRACKING CONTROL. IF

NECESSARY WHEELS SHALL BE MANUALLY SCRAPED OR WASHED (IF WATER IS AVAILABLE)

BEFORE DRIVING ON ANY ROADWAY.

3. CONTRACTOR SHALL PREVENT BLOWING AND MOVEMENT OF DUST FROM EXPOSED SOIL

SURFACES TO REDUCE ON AND OFF-SITE HEALTH HAZARDS.

4. FIELD REVISIONS TO THE EROSION/SEDIMENTATION CONTROL PLAN MAY BE REQUIRED BY THE

ENGINEER OR THE OWNER'S REPRESENTATIVE DURING THE COURSE OF CONSTRUCTION TO

CORRECT CONTROL INADEQUACIES.

5. NO MORE THAN 2,000 FEET OF CONSTRUCTION ZONE SHALL BE OPEN AT ANY ONE TIME WITH

CLEAN-UP AND RESTORATION WORK OCCURRING BEFORE PROCEEDING TO THE NEXT SECTION.

THE CONTRACTOR IS REQUIRED TO RESTORE ALL DISTURBED AREAS AS WORK PROGRESSES.

6. A PRE-CONSTRUCTION MEETING SHALL BE HELD BEFORE CONSTRUCTION BEGINS.

7. CONTRACTOR SHALL LOCATE ROCK BERMS DOWN STREAM OF ALL WATERWAY CROSSINGS.

8. ALL AREAS WITHIN THE PUBLIC RIGHT-OF-WAY EXPOSED DURING CONSTRUCTION SHALL BE

REVEGETATED AS DIRECTED BY THE ENGINEER. REVEGETATION OF ALL EXPOSED AREAS

SHALL CONSIST OF SODDING, SEEDING OR HYDROSEEDING, AT CONTRACTOR'S OPTION.

9. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING CLEARANCES REQUIRED BY THE

NATIONAL ELECTRICAL SAFETY CODE, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION

(OSHA) REGULATIONS AND TEXAS STATE LAW (VERNON'S ANNOTATED TEXAS STATUES,

ARTICLE 1436 (c)) PERTAINING TO CLEARANCES WHEN WORKING IN CLOSE PROXIMITY TO

OVERHEAD ELECTRICAL LINES AND EQUIPMENT. ALL COST INCURRED BECAUSE OF FAILING TO

COMPLY WITH THE REQUIRED CLEARANCES WILL BE CHARGED TO THE CONTRACTOR.

10. ANY EXISTING PAVEMENT, CURBS, SIDEWALKS, OR DRAINAGE STRUCTURES WITHIN PUBLIC

RIGHT-OF-WAY WHICH ARE DAMAGED, REMOVED, OR SILTED, WILL BE REPAIRED BY THE

CONTRACTOR AT THEIR EXPENSE BEFORE APPROVAL OF THE CONSTRUCTION.

11. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE MAINTENANCE OF EACH

EROSION/SEDIMENTATION CONTROL DEVICES/SCHEME BEING USED ON THE PROJECT, AND

PROVIDE ADDITIONAL SILT FENCE FOR ANY OFF-SITE DISCHARGES OF SILTED WATER FROM

EXCAVATIONS.

12. ROAD DITCH SHALL BE GRADED EVENLY BETWEEN EXISTING CULVERTS. ALL CULVERTS SHALL

BE CLEAN AND FREE OF DEBRIS DURING AND AFTER CONSTRUCTION.

13. EXISTING VALVES AND METERS SHALL BE ADJUSTED TO PROPOSED GRADE ACCORDING TO

CONSTRUCTION SPECIFICATIONS OF THE PROJECT MANUAL.

14. ALL AREAS WHERE PROPOSED WATER LINE IS TO BE CONSTRUCTED WITHIN 10 FEET OF EDGE

OF PAVEMENT SHALL BE BACKFILLED WITH FLOWABLE FILL.

15. ANY DAMAGE TO EXISTING CONCRETE STRUCTURES MUST BE REPAIRED ACCORDING TO

CONSTRUCTION SPECIFICATIONS OF THE PROJECT MANUAL.

16. CONTRACTOR IS RESPONSIBLE FOR CLEANING UP AND PROPERLY DISPOSING ALL SPILLED

POLLUTANTS, INCLUDING OIL, PAINT, FUELS, ANTIFREEZE, SOLVENTS, ETC. CONTRACTOR

SHALL KEEP ACCURATE RECORDS (SUCH AS RECEIPTS, COPIES OF ANALYTICAL RESULTS, ETC.)

INDICATING PROPER DISPOSAL OF SPILLED MATERIALS. FURTHERMORE, CONTRACTOR IS

RESPONSIBLE FOR ENSURING THAT ALL DISCHARGES FROM THE CONSTRUCTION AREA ARE IN

COMPLIANCE WITH ALL APPLICABLE REGULATIONS. NO SUBSTANCE SHALL BE DUMPED OR

LEAKED ONTO THE GROUND OR ALLOWED TO RUNOFF FROM THE CONSTRUCTION SITE THAT

MIGHT CAUSE POLLUTION.

17. EQUIPMENT SHALL BE CLEANED IN A MANNER THAT DOES NOT CREATE ANY DISCHARGE OF

CLEANING AGENTS, PAINT, OIL OR OTHER POLLUTANTS TO A STORM SEWER OR WATERWAY.

1. IN CASE OF DISCREPANCY BETWEEN THE DRAWINGS AND THE TECHNICAL SPECIFICATIONS,

THE MOST STRINGENT DATA IN THE OPINION OF THE ENGINEER SHALL GOVERN. THE MATTER

SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER IMMEDIATELY.

2. THE CONTRACTOR SHALL COMPLY WITH PERMIT REQUIREMENTS OF THE CITY OF SEGUIN,

GUADALUPE COUNTY, STATE, FEDERAL AND OTHER UTILITY COMPANIES AS REQUIRED.

TXDOT GENERAL NOTES

CITY OF SEGUIN CONSTRUCTION NOTES

3. THE FOLLOWING IS A LIST OF THE LOCAL UTILITY COMPANIES THAT SHOULD BE CONTACTED

PRIOR TO CONSTRUCTION:

TEXAS 811……………………………………………………………………................800-344-8377

CITY OF SEGUIN EMERGENCY AND AFTER HOURS DISPATCH…………......830-401-2404

GUADALUPE VALLEY ELECTRIC COOPERATIVE………………........................ 800-223-4832

CENTER POINT ENERGY…………………………………………………................. 800-427-7142

AT&T……………………………………………………………………………...............855-497-3206

SPECTRUM……………………………………………………………………...............866-866-7509

SPRINGS HILL SPECIAL UTILITY DISTRICT.........………………………………...830-379-7683

GATEWAY ENERGY, MIKE HODGES...................................................................713-600-1044

4. THE UTILITY COMPANIES, PROPERTY OWNERS ADJACENT TO THE AREA AFFECTED, AND

OWNER SHALL BE NOTIFIED 72 HOURS PRIOR TO COMMENCING WORK AND 48 HOURS PRIOR

TO ANY UTILITY SHUTOFF.

5. THE LOCATIONS AND DEPTHS OF ALL EXISTING UTILITIES SHOWN ARE APPROXIMATE. THE

ACTUAL LOCATIONS AND DEPTHS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO

CONSTRUCTION. THE CONTRACTOR IS FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES

WHICH MIGHT OCCUR BY THE CONTRACTOR'S FAILURE TO LOCATE AND PRESERVE ANY

UNDERGROUND UTILITIES THAT MAY OR MAY NOT BE SHOWN ON THE PLANS. FINDINGS SHALL

BE DOCUMENTED BY THE CONTRACTOR IN RECORD DRAWINGS. THE CONTRACTOR SHALL

NOTIFY THE ENGINEER OF ANY CONFLICTS WITH THE PROPOSED WORK.

6. ENGINEER TO PROVIDE CONTRACTOR WITH COMPUTER AIDED DRAFTING FILE. IT IS THE

RESPONSIBILITY OF THE CONTRACTOR TO PROVIDE ALL CONSTRUCTION STAKING.

7. WORK AREA SHALL BE LIMITED TO EASEMENT SHOWN OR EXISTING CITY RIGHT-OF-WAY. THE

CONTRACTOR SHALL GIVE 48 HOURS NOTICE TO HOMEOWNERS AND TO THE OWNER PRIOR

TO DISCONNECTING ANY SERVICES. SERVICE OUTAGE WILL BE LIMITED TO THE PERIOD OF

9:00 A.M. TO 4:00 P.M. MONDAY THROUGH THURSDAY. THE OWNER SHALL OPERATE ALL MAIN

VALVES.

8. THE CONTRACTOR SHALL REQUEST APPROVAL FROM THE OWNER FOR TIE-INS A MINIMUM OF

48-HOUR IN ADVANCE.

9. THE OWNER'S STAFF OR AUTHORIZED REPRESENTATIVE SHALL BE PRESENT DURING ALL

SAMPLING, TESTING, OR TIE-INS BY THE CONTRACTOR.

10. PROPERTY OWNERS SHALL BE NOTIFIED 48 HOURS PRIOR TO EXCAVATION THROUGH THEIR

PROPERTY, OPENING ANY FENCE GATES, REMOVAL OF FENCES, OR ANY LANDSCAPE

STRUCTURES.

11. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN ACCESS TO RESIDENTS, BUSINESSES, AND

OWNER'S REPRESENTATIVES. CONTRACTOR SHALL MAINTAIN ONE-HALF OF STREET OPEN TO

TRAFFIC AT ALL TIMES AND PROVIDE STEEL PLATE TRAFFIC COVERS OVER THE TRENCH AT

STREETS AND DRIVEWAYS AS REQUIRED.

12. THE CONTRACTOR SHALL MAINTAIN ACCESS FOR THE U.S. POSTAL SERVICE CARRIERS. ANY

DAMAGES INCURRED TO MAILBOXES SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE

AND SHALL BE RESTORED TO THEIR ORIGINAL OR IMPROVED CONDITION.

13. POWER POLES ADJACENT TO THE PROPOSED TRENCH SHALL BE SHORED OR SUPPORTED AT

THE CONTRACTORS EXPENSE. THE METHOD OF SUPPORT MUST BE APPROVED BY THE

APPROPRIATE UTILITY COMPANY. REPAIR OF ANY DAMAGES INCURRED SHALL BE AT THE

CONTRACTOR'S EXPENSE AND RESTORED TO THE ORIGINAL OR IMPROVED CONDITION.

14. THE CITY OF ITS AUTHORIZED REPRESENTATIVE WILL INSPECT AND APPROVE SAND BEDDING

BEFORE PIPE IS LAID AND INITIAL SAND BACKFILL BEFORE REMAINING BACKFILL IS INSTALLED.

15. PNEUMATIC TAMPING DEVICES ARE NOT ALLOWED.

16. UNACCEPTABLE MATERIAL SHALL BE DEFINED AS COHESIONLESS MATERIALS AND\OR LAYING

CONDITIONS ENCOUNTERED ANY TIME DURING EXCAVATION, TRENCHING OR BACKFILLING.

SUCH MATERIAL INCLUDES BUT ARE NOT LIMITED TO ANY SHARP ABRASIVE OBJECT, WATER,

SILT, MUCK, TRASH, DEBRIS, ROCK IN LEDGE, OR COARSE GRAVEL WITH PARTICLE SIZE

LARGER THAN 1-3/4" INCH DIAMETER. ANY SUCH MATERIAL SHALL BE REMOVED FROM THE

TRENCH AND THE JOBSITE.

17. CONTRACTOR MUST PROVIDE 24 HOURS NOTICE TO THE ENGINEER PRIOR TO BACKFILLING.

18. IF FAULTS, CAVERNS, OR SUBSIDENCE ARE DISCOVERED DURING CONSTRUCTION,

CONSTRUCTION SHALL BE HALTED TO ALLOW THE FEATURES TO BE INSPECTED BY THE

DESIGN ENGINEER OR GEOLOGICAL /GEOTECHNICAL PROFESSIONAL.

19. THE CONTRACTOR SHALL PROVIDE AS-BUILT INFORMATION AS SPECIFIED BY THE TECHNICAL

SPECIFICATIONS.

20. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING PROPERLY SIZED PIPE AND REPAIR

PARTS FOR THE REPAIR OF EXISTING WATER LINES THAT ARE EXPOSED AND EXCAVATED.

21. THE CONTRACTOR SHALL MAINTAIN 48 INCHES OF MINIMUM COVER THROUGHOUT ALL

DITCHES AND 42 INCHES OF MINIMUM COVER IN ALL OTHER AREAS UNLESS OTHERWISE

SPECIFIED ON THE PLANS.

22. FIRE HYDRANT INSTALLATION SHALL USE BREAK AWAY BOLTS (SHOE TYPE) THAT ARE SPACED

PROPERLY AND PLACED WITHIN EXTENSIONS, AS NEEDED, TO ACCOMMODATE THE FIRE

HYDRANTS. USE "CLASS A" CONCRETE BLOCKING WITH A MINIMUM 1 1/2 FT. SQUARED (0.15 M

SQUARED) BEARING AREA, BEING CAREFUL TO NOT BLOCK DRAIN HOLES.

23. HYDRANTS SHALL HAVE NO MORE THAN ONE 6-INCH EXTENSION

24. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO INSTALL ADEQUATE THRUST BLOCKING

AND JOINTS RESTRAINTS THAT MEETS THE OWNER'S REQUIREMENTS OR IN ACCORDANCE

WITH THE CONSTRUCTION PLANS

1. CONTRACTOR RESPONSIBLE FOR SUBMITTING A TRAFFIC CONTROL PLAN, PREPARED BY A

REGISTERED PROFESSIONAL ENGINEER, TO THE ENGINEER FOR APPROVAL 14 WORKING DAYS

PRIOR TO COMMENCING WORK. PLAN SHOULD FOLLOW REQUIREMENTS OF TMUTCD, LATEST

EDITION.

2. TRAFFIC CONTROL IN TXDOT RIGHT-OF-WAY SHALL CONFORM TO THE 2011 TEXAS MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) - REVISION 2, PART 6 TEMPORARY TRAFFIC

CONTROL (REVISED).

3. THE CONTRACTOR WILL BE REQUIRED TO FURNISH BARRICADES, WARNING SIGNS, LIGHTS,

FLARES, FLAGS, FLAGMEN, ETC. WHERE NECESSARY AND AS DIRECTED BY THE ENGINEER,

PARTICULARLY IN THOSE AREAS OF IMMEDIATE WORK.

4. BATTERY FLASHERS SHALL BE USED AND NUMBER SHALL BE EQUAL OR GREATER THAN

INDICATED ON BARRICADING STANDARDS. WHEN A CLASS I BARRICADE PANEL OR CLASS II

BARRICADE IS USED, EACH SHOULD BE EQUIPPED WITH A MINIMUM OF TWO (2) LIGHTS. ALL

WARNING SIGNS NOT MOUNTED ON BARRICADES SHALL HAVE ONE (1) LIGHT.

5. BATTERY FLASHERS SHALL CONFORM TO PART V, SECTION D, LIGHTING DEVICES, TEXAS

MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.

6. ALL TRENCHING AND CUT PAVEMENT SHALL BE RESTORED SUCH THAT LOCAL ACCESS MAY BE

RESUMED AS SOON AS POSSIBLE.

7. RESTRICT TOTAL LENGTH OF DISTRIBUTED MATERIALS ALONG THE ROUTE OF CONSTRUCTION

TO 1,000 LINEAR FEET UNLESS OTHERWISE APPROVED IN WRITING BY THE OWNER.

TRAFFIC NOTES

25. ALL FITTINGS TO BE MECHANICAL JOINT UNLESS OTHERWISE NOTED. ALL DUCTILE IRON PIPE

AND FITTINGS TO BE WRAPPED WITH 8 MIL. POLYETHYLENE WRAPPING. USE RUST

PREVENTATIVE MEASURES ON ALL THREADS. USE MEGALUG RESTRAINTS ON ALL DUCTILE

IRON PIPE CONNECTIONS AND FITTINGS.

26. ALL NECESSARY APPURTENANCES OR MATERIALS NEEDED TO CONDUCT HYDROSTATIC

TESTING SHALL BE FURNISHED BY THE CONTRACTOR.

27. ALL WATER MAINS SHALL BE INSTALLED AND PROVIDED WITH HYDROSTATIC TESTING TO 150

PSI OR 1.5X WORKING PRESSURE, WHICHEVER IS GREATER, FOR FOUR (4) HOURS.

MICROBIOLOGICAL SAMPLING AND DISINFECTION BY THE CONTRACTOR MUST BE COMPLETED

IN STRICT ACCORDANCE WITH THE (T.C.E.Q.), TEXAS COMMISSION ON ENVIRONMENTAL

QUALITY, "RULES AND REGULATIONS FOR PUBLIC WATER SYSTEM", AMERICAN WATER WORKS

ASSOCIATION STANDARDS (AWWA) OR THE LATEST REVISIONS. NOTIFY THE OWNER PRIOR TO

TESTING OR SAMPLING. CONTRACTOR TO FURNISH TEST RESULTS TO THE OWNER BEFORE

CONNECTING TO EXISTING MAIN.

28. CONTRACTOR TO PROVIDE FINAL MEASUREMENTS AND GIS DATA FOR ALL PIPE INSTALLATION

IN ACCORDANCE WITH TECHNICAL SPECIFICATION 01410 - GIS SUBMITTALS

7. ANY MAJOR VARIATION IN MATERIALS OR LOCATIONS OF CONTROLS OR FENCES FROM THOSE

SHOWN ON THE APPROVED PLANS WILL REQUIRE A REVISION AND MUST BE APPROVED BY THE

ENGINEER AND TCEQ, AS NECESSARY. MINOR CHANGES TO BE MADE AS FIELD REVISIONS TO

THE EROSION/SEDIMENTATION CONTROL PLAN MAY BE REQUIRED BY THE ENGINEER DURING

THE COURSE OF CONSTRUCTION TO CORRECT CONTROL INADEQUACIES.

8. THE CONTRACTOR IS REQUIRED TO INSPECT THE CONTROLS AND FENCES AT WEEKLY

INTERVALS AND AFTER SIGNIFICANT RAINFALL EVENTS TO ENSURE THAT THEY HAVE NOT BEEN

SUBSTANTIALLY DISTURBED AND ARE FUNCTIONING PROPERLY. THE CONTRACTOR IS

RESPONSIBLE FOR MAINTENANCE OF CONTROLS AND FENCES AND SHALL IMMEDIATELY MAKE

ANY NECESSARY REPAIRS TO DAMAGED AREAS. SILT ACCUMULATION AT CONTROLS MUST BE

REMOVED WHEN THE DEPTH REACHES SIX (6) INCHES.

9. PRIOR TO FINAL ACCEPTANCE, HAUL ROADS AND WATERWAY CROSSING CONSTRUCTED FOR

TEMPORARY CONTRACTOR ACCESS MUST BE REMOVED, ACCUMULATED SEDIMENT REMOVED

FROM THE WATERWAY, AND THE AREA RESTORED TO THE ORIGINAL GRADE AND

REVEGETATED. ALL LAND CLEARING DEBRIS SHALL BE DISPOSED OF IN APPROVED SPOIL

DISPOSAL SITES.

10. IF DISCOVERY IS MADE OF ANY CAVERNS, SOLUTION CHANNELS, OR VOIDS IN THE ROCK

SUBSTRATE THAT: 1) ARE ONE SQUARE FOOT IN TOTAL AREA, OR GREATER; 2) BLOWS AIR FROM

WITHIN THE SUBSTRATE; 3) CONSISTENTLY RECEIVES WATER DURING ANY RAIN EVENT; THAT

DISCOVERY WILL IMMEDIATELY BE REPORTED TO THE ENGINEER AND THE OWNER. A REQUEST

FOR APPROVAL OF A NEW CONSTRUCTION DESIGN FOR THE PIPE OR FOUNDATION WILL BE

SUBMITTED BY THE ENGINEER, WHEN THE STRUCTURAL INTEGRITY OF THE PIPE OR

FOUNDATION IS NOT SUFFICIENT TO BRIDGE THE GAP.

TEMPORARY EROSION/SEDIMENTATION CONTROL NOTES AND TREE/

NATURAL AREA PROTECTION MEASURES (CONT.) 18. ANY TRASH OR DEBRIS MUST BE CONTAINED ON SITE AND DISPOSED IN A MANNER TO PREVENT

WIND OR RAIN FROM CARRYING IT OFF-SITE INTO A STORM DRAIN OR WATERWAY.

19. ALL CONSTRUCTION OPERATIONS SHALL BE ACCOMPLISHED IN ACCORDANCE WITH ALL

APPLICABLE REGULATIONS OF THE UNITED STATES OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION (OSHA), IN COMPLIANCE WITH TEXAS HOUSE BILLS 662 AND 665.

20. CONTRACTOR SHALL PROVIDE "AS-BUILT" WATER LINE PLANS BEFORE FINAL INSPECTION. THE

PLANS SHALL LIST MATERIAL MANUFACTURERS, LINE LENGTH FROM FITTING TO FITTING, AND

GIS/GPS LOCATION.

C H

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R B

M H

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

-1

N D

F M

W A

G U

C O

N O

T C

O R

O N

, T

A S

N A

N D

P R

. 2

T O

-P

1W L_

&P R

H O

W N

5H C

SHEET

H C

G -0

-0

0 30' 60'

HORIZONTAL

0 6' 12'

VERTICAL

R B

H C

REV:

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

-1

N D

F M

W A

G U

C O

N O

T C

O R

O N

, T

A S

N A

N D

P R

. 2

T O

-P

1W L_

&P R

H O

W N

5H C

SHEET

H C

G -0

-0

0 30' 60'

HORIZONTAL

0 6' 12'

VERTICAL

NOTES:

R B

H C

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

-1

N D

F M

W A

G U

C O

N O

T C

O R

O N

, T

A S

N A

N D

P R

. 3

T O

-P

1W L_

&P R

H O

W N

5H C

SHEET

H C

G -0

-0

0 30' 60'

HORIZONTAL

0 6' 12'

VERTICAL

R B

H C

NOTES:

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

-1

N D

F M

W A

G U

C O

N O

T C

O R

O N

, T

A S

N A

N D

P R

. 4

T O

-P

1W L_

&P R

H O

W N

5H C

SHEET

H C

G -0

-0

0 30' 60'

HORIZONTAL

0 6' 12'

VERTICAL

R B

H C

16 4

16 5

NOTES:

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

-1

N D

F M

W A

G U

C O

N O

T C

O R

O N

, T

A S

N A

N D

P R

. 4

T O

-P

1W L_

&P R

H O

W N

5H C

SHEET

H C

G -0

-0

0 30' 60'

HORIZONTAL

0 6' 12'

VERTICAL

R B

H C

NOTES:

REV:

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

-1

N D

F M

W A

G U

C O

N O

T C

O R

O N

, T

A S

N A

N D

P R

. 5

T O

-P

1W L_

&P R

H O

W N

5H C

SHEET

H C

G -0

-0

0 30' 60'

HORIZONTAL

0 6' 12'

VERTICAL

R B

H C

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

-1

N D

F M

W A

G U

C O

N O

T C

O R

O N

, T

A S

N A

N D

P R

. 6

T O

-P

1W L_

&P R

H O

W N

5H C

SHEET

H C

G -0

-0

0 30' 60'

HORIZONTAL

0 6' 12'

VERTICAL

R B

H C

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

-1

N D

F M

W A

G U

C O

N O

T C

O R

O N

, T

A S

N A

N D

P R

. 6

T O

-P

1W L_

&P R

H O

W N

5H C

SHEET

H C

G -0

-0

0 30' 60'

HORIZONTAL

0 6' 12'

VERTICAL

R B

H C

CONTRACTOR TO FILL ANNULAR SPACE

CREATED BY BORING OPERATION WITH

NON-SHRINK GROUT

REV:

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

W A

S (1

O F

-1

N D

F M

W A

G U

C O

N O

T C

O R

O N

, T

A S

-P

1W L_

H O

W N

5H C

SHEET

H C

G -0

-0

1 EXISTING UTILITY OFFSET DETAIL

SCALE: NONE 2 WATER BACKFILL DETAIL

SCALE: NONE 3 THRUST BLOCK DETAILS

SCALE: NONE 4 STANDARD VALVE INSTALLATION

SCALE: NONE

5 FIRE HYDRANT ASSEMBLY

SCALE: NONE 6 STREET TRENCH FLOWABLE FILL

SCALE: NONE

7 CONCRETE SIDEWALK SECTION

SCALE: NONE 8 INSTALLATION OF PIPE IN BORE

SCALE: NONE

R B

M H

PIPE SIZE

(INCHES)

BEND ANGLE

(DEG)

RESTRAINED LENGTH

IN FEET, WHEN TEST

PRESSURE = 200 PSI

RESTRAINED LENGTH

IN FEET, WHEN TEST

PRESSURE = 150 PSI

6 90 23 17 6 45 9 7 6 22.5 5 3 6 11.25 2 2 8 90 30 22 8 45 12 9 8 22.5 6 4 8 11.25 3 2

12 90 43 32 12 45 18 13 12 22.5 8 6 12 11.25 4 3 16 90 63 47 16 45 26 20 16 22.5 13 10 16 11.25 7 5 24 90 85 64 24 45 35 27 24 22.5 17 13 24 11.25 9 7

RESTRAINED LENGTH FOR BENDS

NOTES:

PIPE SIZE

(INCHES)

SMALL SIZE

(INCHES)

RESTRAINED

LENGTH IN FEET,

WHEN TEST

PRESSURE = 200 PSI

RESTRAINED

LENGTH IN FEET,

WHEN TEST

PRESSURE = 150 PSI

6 4 30 23 8 4 55 42 8 6 32 24

12 4 95 71 12 6 80 60 12 8 58 43 16 4 131 98 16 6 120 90 16 8 104 78 16 12 60 45 24 16 110 83

RESTRAINED LENGTH FOR REDUCERS

NOTES:

PIPE SIZE

(INCHES)

RESTRAINED

LENGTH IN FEET,

WHEN TEST

PRESSURE = 200 PSI

RESTRAINED

LENGTH IN FEET,

WHEN TEST

PRESSURE = 150 PSI

4 42 32 6 59 44 8 77 58

12 109 82 16 142 106 24 202 151

NOTES:

RESTRAINED LENGTH FOR DEAD

ENDS/INLINE VALVES

PIPE SIZE

(INCHES)

BRANCH

SIZE

(INCHES)

LENGTH OF

RUN (FEET)

RESTRAINED

LENGTH IN FEET,

WHEN TEST

PRESSURE = 200 PSI

RESTRAINED

LENGTH IN FEET,

WHEN TEST

PRESSURE = 150 PSI

6 4 0 42 31 6 4 5 7 1 6 4 10 1 1 6 6 0 59 44 6 6 5 35 20 6 6 10 11 1 8 4 0 42 31 8 4 5 1 1 8 6 0 59 44 8 6 5 28 13 8 6 10 1 1 8 8 0 77 58 8 8 5 53 34 8 8 10 30 11 8 8 15 6 1

12 4 0 42 31 12 4 5 1 1 12 6 0 59 44 12 6 5 13 1 12 6 10 1 1 12 8 0 77 58 12 8 5 42 23 12 8 10 7 1 12 8 15 1 1 12 12 0 109 82 12 12 5 86 59 12 12 10 63 35 12 12 15 39 12 16 4 0 42 32 16 4 5 1 1 16 6 0 59 44 16 6 5 1 1 16 8 0 78 58 16 8 5 39 20 16 8 10 1 1 16 12 0 110 83 16 12 5 84 57 16 12 10 59 31 16 12 15 33 6 16 12 20 7 1 16 16 0 142 106 16 16 5 123 87 16 16 10 104 68 16 16 15 85 49 16 16 20 65 30 24 24 5 169 119 24 24 10 136 86 24 24 15 103 53 24 24 20 70 20

RESTRAINED LENGTH FOR TEES

NOTES:

1. RESTRAINED LENGTH CALCULATIONS FOR

PVC PIPE BEDDED IN COMPACTED

GRANULAR MATERIAL EXTENDING TO THE

TOP OF THE PIPE. NATIVE SOIL MATERIAL

IS ASSUMED TO BE INORGANIC CLAY OF

HIGH PLASTICITY. DEPTH OF BURY IS

ASSUMED TO BE 4 FEET.

2. THESE CALCULATIONS ARE PROVIDED

FOR REFERENCE. THE RESTRAINED

LENGTH SHALL BE DESIGNED BASED

UPON THE CONDITIONS ENCOUNTERED

DURING INSTALLATION.

3. ALL JOINTS WITHIN THE RESTRAINED

LENGTH SHALL BE RESTRAINED.

NOTES:

1. BACKFILL ALL EXTERIOR

METAL SURFACES IN SILICA

SAND

2. ALL REINFORCING BARS IN

THE REACTION BLOCK SHALL

BE NO. 4

PLAN VIEW

SECTION VIEW (A-A)

REV:

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

1 BEND RESTRAINED LENGTH DESIGN

SCALE: NONE 2 REDUCER RESTRAINED LENGTH DESIGN

SCALE: NONE 3 VALVE AND DEAD END RESTRAINED LENGTH DESIGN

SCALE: NONE

4 TEE RESTRAINED LENGTH DESIGN

SCALE: NONE

W A

S (2

O F

-P

1W L_

_S H

H O

W N

5H C

SHEET

H C

G -0

-0

6 AUTOMATIC FLUSH VALVE ASSEMBLY

SCALE: NONE5 COMMERCIAL DRIVEWAY SECTIONS

SCALE: NONE 7 3-INCH COMBINATION AIR-VACUUM RELEASE VALVE

SCALE: NONE

R B

M H

8 CONCRETE CURB AND GUTTER

SCALE: NONE

-1

N D

F M

W A

G U

C O

N O

T C

O R

O N

, T

A S

FINISH GRADE - MATCH

SLOPE, THICKNESS, AND

TYPE OF EXISTING

MATERIAL

SAND

DETAIL NOTES:

1. SEE PLANS FOR CONDUIT TYPES AND QUANTITIES.

2. LOCATE ALL UNDERGROUND UTILITIES PRIOR TO TRENCHING.

DETAIL NOTES:

EDISON2336FPB 2'-0"x3'-0"x3'-0" FlatwallPull Box

EDISON26436FPB 2'-6"x4'-0"x3'-0" FlatwallPull Box

REV:

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

-P

1W L_

H O

W N

5H C

SHEET

H C

G -0

-0

C O

M M

U N

N D

R B

H C

1 CONDUIT BACKFILL DETAIL

SCALE: NONE 2 CONDUIT STREET TRENCH FLOWABLE FILL

SCALE: NONE 3 2'X3'X3' PULL BOX

SCALE: NONE 4 2.5'X4'X3' PULL BOX

SCALE: NONE

-1

N D

F M

W A

G U

C O

N O

T C

O R

O N

, T

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

N C

O N

L D

1 STABILIZED CONSTRUCTION ENTRANCE

SCALE: NONE 2 ROCK BERM

SCALE: NONE 3 SILT FENCE

SCALE: NONE 4 TREE PROTECTION CONSTRUCTION FENCE

SCALE: NONE

5 STORM SEWER INLET PROTECTION

SCALE: NONE

-P

1W L_

H O

W N

5H C

SHEET

H C

G -0

-0

NOTE:

AS NEEDED TO PROVIDE MIN. NECESSARY WORK SPACE IF LESS THAN 5 FEET, THEN ADD BOARDS STRAPPED TO TRUNK.

6 TREE PROTECTION - WOOD SLATS DETAIL

SCALE: NONE

R B

M H

-1

A N

D F

R L

O N

E C

O N

O M

C O

R A

G U

, T

C H

D B

D R

B Y:

E R

S D

N C

H K'

. N O

w w w .tr ih yd ro .c om

N ew

B ra un fe ls

In de pe nd en ce D riv e, S ui te

N ew B ra un fe ls

, T ex as

(P ) 8

(F ) 8

Te xa s Su rv ey

F irm

Te xa s

En gi ne er in g

Fi rm

F -1

Au st in

H ig hw ay

, S ui te

Au st in

, T ex as

(P ) 5

(F ) 5

-P

1W L_

H O

W N

5H C

SHEET

H C

G -0

-0

C O

O L

A N

D B

A R

A D

E D

R B

M H

-1

A N

D F

R L

O N

E C

O N

O M

C O

R A

G U

, T

Sheets and Views

1 PROJECT LOCATION AND INDEX OF SHEETS

PROJECT VICINITY MAP

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