13-COFFEE ROAD Drawings Sealed.pdf

PDF 40 MB Posted Oct 18, 2025

Attached to: Coffee Road Roadway Drainage and Utility Improvements
Solicitation number: 005-26-EPW-IFB
Issued by: Cameron County, Texas

About this file

Written by GovTribe AI · Oct 21, 2025

This document is a comprehensive set of construction drawings and technical specifications for the Coffee Road Roadway, Drainage, and Utility Improvements Project in Brownsville, Texas, prepared by Halff Associates, Inc. The project, authorized by the City of Brownsville, involves roadway reconstruction, drainage improvements, utility installations, and associated infrastructure upgrades along Coffee Road. The construction plans are dated September 24, 2025, and include detailed engineering drawings covering project layout, survey control, typical sections, removal layouts, erosion control, roadway and drainage profiles, utility improvements, and traffic control plans.

The project encompasses extensive infrastructure work, including roadway reconstruction, storm drainage improvements, water and wastewater utility installations, and associated site work. The drawings indicate work from Station 11+75.00 to Station 41+94.96, with specific details on utility relocations, pavement sections, drainage systems, and traffic management. Technical specifications outline rigorous requirements for materials, testing, safety protocols, and construction methods, with particular emphasis on erosion control, utility coordination, and compliance with local and state regulations. The project will be executed under the oversight of the City of Brownsville, with engineering certification by John W. Clint, P.E., and involves coordination with multiple utility providers and municipal departments.

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Other files

File	Type	Posted
4-Form 8 - References.pdf	PDF	Oct 18, 2025
1-Form 3 - Texas Ethics Commission Certificate of Interested Parties (1295).pdf	PDF	Oct 18, 2025
6-Form 9 - Proposed Deviations.pdf	PDF	Oct 18, 2025
11-Technical Specifications.pdf	PDF	Oct 18, 2025
8-HUB Information.pdf	PDF	Oct 18, 2025
12-Form 10- Bid Price Form.pdf	PDF	Oct 18, 2025
5-Form 1 - Proposal Acknowledgment Authorized Contact Info.pdf	PDF	Oct 18, 2025
10-Form 7 - Disclosure of Interest.pdf	PDF	Oct 18, 2025
3-Form 6 - Litigation Disclosure.pdf	PDF	Oct 18, 2025
2-Form 5 - Non-Collusion Affidavit.pdf	PDF	Oct 18, 2025
7-Form 2 - Statement of Conflict of Interest.pdf	PDF	Oct 18, 2025
9-Form 4 - Respondents Statement of Organization.pdf	PDF	Oct 18, 2025

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ROADWAY, DRAINAGE, AND

UTILITY IMPROVEMENTS

ISSUED FOR BID

CONSTRUCTION PLANS

FOR

1"=2000'

LOCATION MAP

1075 PAREDES LINE RD. SUITE B

BROWNSVILLE, TX 78521

TEL. (956) 303-7100

www.halff.com

AVO: 46961.001 DATE: SEPTEMBER, 2025

THE SEAL(S) APPEARING ON THIS CONSTRUCTION SET WERE AUTHORIZED BY:

JOHN W. CLINT, P.E. (85417),

ON 9/24/2025.

ALTERATION OF SEALED DOCUMENTS WITHOUT PROPER NOTIFICATION TO THE

RESPONSIBLE ENGINEER IS AN OFFENSE UNDER THE TEXAS ENGINEERING PRACTICE ACT.

THE RECORD COPY OF THIS DRAWING IS ON FILE AT THE OFFICES OF:

HALFF ASSOCIATES, INC

1075 PAREDES LINE RD. SUITE B

BROWNSVILLE, TX 78521

FIRM / BUSINESS NO.: #312 STATE: TX

DISCLAIMER:

RUBEN M. TORRES BLVD. TO PAREDES LINE RD.

BROWNSVILLE, TEXAS

SEPTEMBER 2025

SUBMITTED FOR APPROVAL BY:

ENGINEER OF RECORD

I, JOHN W. CLINT, P.E., PE, DO HEREBY CONFIRM THAT ANY NEW PUBLIC WORKS AND

DRAINAGE IMPROVEMENTS DESCRIBED HEREIN, HAVE BEEN DESIGNED IN

COMPLIANCE WITH THE STORMWATER DRAINAGE POLICY ADOPTED BY THE CITY OF

BROWNSVILLE, TEXAS .

ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE

ENGINEER WHO PREPARED THEM. IN ACCEPTING THESE PLANS, THE CITY OF

BROWNSVILLE AND CAMERON COUNTY MUST RELY UPON THE ADEQUACY OF THE

WORK HERE IN SEALED BY THE DESIGN ENGINEER.

APPROVED BY:

DATENAME

9/24/2025

NAME DATE

HALFF

711 N CARANCAHUA ST., SUITE 1190

CORPUS CHRISTI, TEXAS 78401-0599

CONTACT: AMANDA JONAS, RPLS

EMAIL: AJONAS@HALFF.COM

TEL: (361) 366-1353

HALFF

1075 PAREDES LINE RD. SUITE B

BROWNSVILLE, TX 78521

CONTACT: JOHN W. CLINT, P.E.

EMAIL: JCLINT@HALFF.COM

TEL: (956) 303-7100

FIRM/ BUSINESS NO.: #312 STATE: TX

ENGINEER

SURVEYOR

G001

PREPARED BY:OWNER/CLIENT:

JOHN COWEN JR. MAYOR

HELEN RAMIREZ CITY MANAGER

TINO VILLARREAL JR. CITY COMMISSIONER, AT LARGE "A"

NURITH GALONSKY CITY COMMISSIONER, AT LARGE "B"

BRYAN L. MARTINEZ COMMISSIONER, DISTRICT 1

LINDA C. MACIAS COMMISSIONER, DISTRICT 2

GUSTAVO DE LEON COMMISSIONER, DISTRICT 3

PEDRO CARDENAS COMMISSIONER, DISTRICT 4

CITY OF BROWNSVILLE

PROJECT SITE

P O

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COFFEE RD

RUBEN M. TORRES BLVD

E PRICE RD

H A

D R

W O

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D R

THE INFORMATION SHOWN ON THESE DRAWINGS INDICATING SIZE, TYPE AND

LOCATION OF UNDERGROUND, SURFACE, AND AERIAL UTILITIES IS NOT GUARANTEED

TO BE EXACT OR COMPLETE. THE CONTRACTOR SHALL CONTACT THE "TEXAS 811"

SYSTEM AT 1-800-344-8377 (DIG TESS) 48 HOURS PRIOR TO BEGINNING ANY

EXCAVATION FOR EXISTING UTILITY LOCATIONS. THE CONTRACTOR SHALL ALSO BE

FULLY RESPONSIBLE FOR FIELD VERIFYING LOCATIONS AND ELEVATIONS OF ALL

EXISTING UTILITIES AFFECTED BY CONSTRUCTION FOR THIS PROJECT IN ORDER TO

AVOID DAMAGING THOSE UTILITIES, AND SHALL IMMEDIATELY ARRANGE FOR REPAIR

AND RESTORATION OF CONTRACTOR-DAMAGED UTILITIES TO THE UTILITY

COMPANY'S APPROVAL AT THE EXPENSE OF THE CONTRACTOR.Know what'sbelow.

before you dig.Call

END STA. 41+94.96

START STA. 11+75.00

R D

1001 E ELIZABETH STREET

BROWNSVILLE, TEXAS 78520

TEL. (956) 546-4357

www.brownsvilletx.gov

COFFEE ROAD

REGISTERED ACCESSIBILITY SPECIALIST (RAS)

INSPECTION REQUIRED

TDLR NO. EABPRJ: TABS2026001149

C O

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HALFF ASSOCIATES, INC.

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

LICENSE NO.

9/24/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

JOHN W. CLINT 85417

#312 TX

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

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INDEX OF SHEETS

SHEET NUMBER SHEET TITLE

G001 COVER SHEET

G002 INDEX OF SHEETS

G003 GENERAL NOTES (1 OF 2)

G004 GENERAL NOTES (2 OF 2)

C100 PROJECT LAYOUT

C101 SURVEY CONTROL PLAN

C102 EXISTING TYPICAL SECTIONS

C103 PROPOSED TYPICAL SECTIONS (1 OF 2)

C104 PROPOSED TYPICAL SECTIONS (2 OF 2)

C201 REMOVAL LAYOUTS BEGIN TO STA 36+50 (1 OF 2)

C202 REMOVAL LAYOUTS STA 36+50 TO STA 60+50 (2 OF 2)

C203 EROSION CONTROL PLAN BEGIN TO STA 36+50 (1 OF 2)

C204 EROSION CONTROL PLAN STA 36+50 TO STA 60+50 (2 OF 2)

C301 ROADWAY AND DRAINAGE PLAN & PROFILE BEGIN TO STA 15+00

C302 ROADWAY AND DRAINAGE PLAN & PROFILE STA 15+00 TO STA 21+00

C303 ROADWAY AND DRAINAGE PLAN & PROFILE STA 21+00 TO STA 27+00

C304 ROADWAY AND DRAINAGE PLAN & PROFILE STA 27+00 TO STA 33+00

C305 ROADWAY AND DRAINAGE PLAN & PROFILE STA 33+00 TO STA 39+00

C306 ROADWAY AND DRAINAGE PLAN & PROFILE STA 39+00 TO STA 45+00

C307 PLAN & PROFILE GALVESTON RD

C308 PEDESTRIAN CROSSING LAYOUT

C401 CULVERT B PLAN & PROFILE

C501 STREET DETAILS

C502 STORM DRAINAGE DETAILS

C503 SCP-3

C507

MISCELLANEOUS DETAILS

C901 SIGNING AND PAVEMENT MARKINGS BEGIN TO STA 36+500 1 OF 2

C902 SIGNING AND PAVEMENT MARKINGS STA 36+50 TO STA 60+50 2 OF 2

C903 (PM1)-22

C904 (PM2)-22

C905 (PM3)-22

C601 EXIST. CONDITIONS & DEMO PLAN - STA 10+00 TO STA 21+00

C602 EXIST. CONDITIONS & DEMO PLAN - STA 21+00 TO STA 33+00

C603 EXIST. CONDITIONS & DEMO PLAN - STA 33+00 TO STA 45+00

C701 COFFEE RD UTILITY IMPROVEMENTS - STA 10+00 TO STA 15+00

C702 COFFEE RD UTILITY IMPROVEMENTS - STA 15+00 TO STA 21+00

C703 COFFEE RD UTILITY IMPROVEMENTS - STA 21+00 TO STA 27+00

C704 COFFEE RD UTILITY IMPROVEMENTS - STA 27+00 TO STA 33+00

C705 COFFEE RD UTILITY IMPROVEMENTS - STA 33+00 TO STA 39+00

C706 COFFEE RD UTILITY IMPROVEMENTS - STA 39+00 TO STA 45+00

C801 WASTEWATER DETAILS

C802 WASTEWATER DETAILS

C803 WATER DETAILS

C206 EROSION CONTROL DETAILS

C504

C505

C506 SCP-MD

SCP-5

SCP-6

C205 EROSION CONTROL NARRATIVE

C906 (PM4)-20

PHASE 1 DETOUR OVERVIEW

C908

PHASE 2 DETOUR OVERVIEW

C909

TCP SECTIONS 1

C910

TCP SECTIONS 2

C911

PHASE 1 - BEGIN TO STA 36+50

C912

PHASE 1 - STA 36+50 TO STA 42+50

C913

PHASE 2 - BEGIN TO STA 36+50

C914

PHASE 2 - STA 36+50 TO STA 42+50

C915

TCP INTERSECTION DETAIL

C916

TCP SINGLE LANE CLOSURE

46961.001 9/24/2025

EJ/AEN

JWC

AS SHOWN

INDEX OF SHEETS

G002

C402 STORM SEWER LATERAL PROFILES

C907

C917

TCP GENERAL NOTES

OVERALL DETOUR OVERVIEW

C918

C508

PRD-13C509

SETP-CD

46961.001 9/24/2025

EJ/AEN

JWC

N.A.

GENERAL NOTES

(1 OF 2)

G003

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HALFF ASSOCIATES, INC.

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

LICENSE NO.

9/24/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

JOHN W. CLINT 85417

#312 TX

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

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GENERAL CONSTRUCTION NOTES:

ALL MATERIALS, WORKMANSHIP AND IMPROVEMENTS SHALL BE IN ACCORDANCE WITH ALL LOCAL CODES, INCLUDING THE STANDARD CONSTRUCTION DETAILS AND TECHNICAL SPECIFICATIONS FROM BROWNSVILLE PUBLIC UTILITIES BOARD (THE OWNER), TEXAS DEPARTMENT OF TRANSPORTATION AND ALL OTHER

GOVERNING AGENCIES.

THE CONTRACTOR SHALL VERIFY ALL HORIZONTAL AND VERTICAL DIMENSIONS AND THE LOCATION OF EXISTING AND PROPOSED PROJECT ELEMENTS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES BETWEEN PLAN DIMENSIONS AND ACTUAL FIELD CONDITIONS SHALL IMMEDIATELY BE BROUGHT TO THE ATTENTION OF THE

ENGINEER AND OWNER.

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

MOVEMENT ON ALL STREETS.

THE CONTRACTOR SHALL PLAN AND SEQUENCE ALL CONSTRUCTION ACTIVITY IN SUCH A MANNER THAT WILL

PERMIT SAFE PEDESTRIAN AND VEHICULAR MOVEMENT.

CONTRACTOR SHALL PROVIDE PROTECTIVE DEVICES SUCH AS SIGNS, LIGHTS, SIGNALS, AND OTHER DEVICES, AS NEEDED FOR THE SAFETY OF THE PUBLIC AND WORKERS. (NO SEPARATE PAY)

CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND SAFETY OF THE WORK SITE, WORKERS, SUBCONTRACTORS, MATERIALS AND EQUIPMENT.

THE DRAWINGS AND SPECIFICATIONS REPRESENT THE COMPLETED STRUCTURES/DESIGN. THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES AND MEANS NECESSARY TO PROTECT PERSONS AND STRUCTURES DURING CONSTRUCTION. OBSERVATION BY THE ENGINEER OR THE OWNER DOES NOT INCLUDE REVIEW OF THESE MEASURES. OWNER AND ENGINEER SHALL

NOT BE RESPONSIBLE FOR SAFETY AT THE SITE.

THESE PLANS, PREPARED BY HALFF ASSOCIATES, INC., DO NOT EXTEND TO OR INCLUDE DESIGN OF SYSTEMS PERTAINING TO THE SAFETY OF THE CONSTRUCTION CONTRACTOR OR ITS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL OF HALFF ASSOCIATES, INC., REGISTERED PROFESSIONAL ENGINEER(S) HEREON DOES NOT EXTEND TO ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE SAFETY SYSTEMS, INCLUDING THE PLANS AND SPECIFICATIONS REQUIRED BY THE HOUSE BILLS 662 AND 665 ENACTED BY THE TEXAS LEGISLATURE IN THE 70TH LEGISLATURE REGULAR SESSION.

CONTRACTOR SHALL PROVIDE A SEQUENCE OF WORK AND PERFORM ASSOCIATED GRADING THAT PROVIDES

POSITIVE DRAINAGE AT ALL TIMES AT NO SEPARATE PAY TO OWNER.

CONSTRUCTION STAKING AND SURVEYING SHALL BE PROVIDED BY THE CONTRACTOR AND AT CONTRACTOR'S EXPENSE. ALL DIMENSIONS ARE TO BACK OF CURB OR, WHERE NO CURB EXISTS, TO EDGE OF PAVEMENT UNLESS SHOWN OTHERWISE. ALL UTILITY DIMENSIONS AN STATIONS/COORDINATES ARE TO CENTER OF THE

STRUCTURE UNLESS SHOWN OTHERWISE.

CONTRACTOR TO COORDINATE WITH THE OWNER ON WORK SCHEDULES, TESTING, GENERAL INSPECTION, AND

OPERATION AND LOCATION OF EXISTING LINES.

THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING ALL CONSTRUCTION MATERIALS TESTING AND GENERAL INSPECTIONS. THE CONTRACTOR SHALL COORDINATE THROUGH THE OWNER'S DESIGNATED FIELD REPRESENTATIVE A MINIMUM OF 24-HOURS PRIOR TO TESTING OR INSPECTION. FAILURE TO BE PREPARED FOR TESTING MAY RESULT IN TRAVEL CHARGES. RE-TESTING WILL BE BORNE BY THE CONTRACTOR.

MATERIAL TESTING SHALL BE PROVIDED BY THE OWNER. RE-TEST TO BE AT CONTRACTOR'S EXPENSE.

THE CONTRACTOR SHALL INSPECT ALL MATERIALS AT DELIVERY AND NOTIFY THE OWNER OF ANY DAMAGED OR QUESTIONABLE MATERIALS. ANY DAMAGED OR QUESTIONABLE MATERIAL INSTALLED WITHOUT PRIOR

INSPECTION BY THE OWNER SHALL BE REMOVED AT THE CONTRACTOR'S EXPENSE.

CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS REQUIRED. (NO SEPARATE PAY)

THE CONTRACTOR IS ENCOURAGED TO INSPECT AND DOCUMENT THE PRE-CONSTRUCTION CONDITION OF ALL PRIVATE DRIVEWAYS, MAILBOXES, PAVEMENT AREAS, SIDEWALKS, CURB AND GUTTER, FENCES AND ALL OTHER

ITEMS TO BE AFFECTED BY PROPOSED CONSTRUCTION PRIOR TO COMMENCING.

ANY DAMAGE TO EXISTING PAVEMENT OR EXISTING STRUCTURES SHALL BE REPAIRED TO PRECONSTRUCTION CONDITION OR BETTER AT CONTRACTOR'S EXPENSE. EXISTING STRUCTURES MAY INCLUDE BUT ARE NOT LIMITED TO INLETS, MANHOLES, POWER POLES, SIDEWALKS, CURB AND GUTTER, FENCES, SPRINKLER

SYSTEMS, LAWNS OR PRIVATE PROPERTY IMPROVEMENTS.

ALL WORK SHALL BE PERFORMED WITHIN THE OWNER'S RIGHT-OF-WAY, EASEMENTS OR ON PUBLIC-OWNED PROPERTY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN PERMISSION TO USE PRIVATE PROPERTY, IF NECESSARY, FOR THE PURPOSES OF STAGING, STOCKPILE, STORAGE OR REFUSE AREAS. THE

CONTRACTOR SHALL PROVIDE WRITTEN EVIDENCE TO THE OWNER PRIOR TO USE.

THE CONTRACTOR SHALL NOTIFY ALL AFFECTED RESIDENTS OR BUSINESS OWNERS OF CONSTRUCTION ACTIVITY THROUGH THE USE OF BILINGUAL (ENGLISH AND SPANISH) DOOR TAGS, PAMPHLETS OR SIMILAR METHODS. ALL AFFECTED PARTIES MUST BE NOTIFIED A MINIMUM OF 48-HOURS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE A SAMPLE OF THE NOTIFICATION TO THE OWNER PRIOR TO

IMPLEMENTATION.

NO SEPARATE PAYMENT WILL BE MADE IF TEMPORARY PAVEMENT IS NEEDED FOR ACCESS.

THE CONTRACTOR SHALL DO ALL NECESSARY CLEARING, EXCAVATION, TRENCHING, SHORING, DE-WATERING, DEMOLITION, GRADING, BACKFILLING, ETC. TO COMPLETE THE PROJECT. ASSOCIATED COSTS SHALL BE SUBSIDIARY TO THE RESPECTIVE BID ITEMS AS IDENTIFIED IN THE CONTRACT UNLESS NOTED OTHERWISE.

THE CONTRACTOR SHALL PROVIDE A GROUNDWATER CONTROL PLAN FOR APPROVAL BY THE OWNER PRIOR TO CONSTRUCTION. THE PLAN SHALL BE DEVELOPED, SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS AND OUTLINE THE CONTRACTOR'S MEANS AND METHODS FOR CONTROLLING GROUNDWATER INCLUDING THE LOCATION OF ALL PROPOSED GROUNDWATER MONITORING WELLS FOR VERIFICATION PRIOR TO BEGINNING EXCAVATION FOR THE CONTRACTOR'S PROPOSED EXCAVATION SAFETY SYSTEM. ADEQUACY AND IMPLEMENTATION OF THE PLAN IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE OWNER RESERVES THE RIGHT TO REJECT PLANS. THE GROUNDWATER CONTROL PLAN WILL BE MAINTAINED IN THE OWNER'S REPRESENTATIVE FILES FOR REFERENCE PURPOSES ONLY. NO REVIEW WILL BE MADE NOR IS ANY RESPONSIBILITY FOR THE PLAN ASSUMED BY THE OWNER OR THE OWNER'S

REPRESENTATIVES. (NO SEPARATE PAY)

THE CONTRACTOR SHALL SUBMIT AN EMERGENCY PLAN, IN CASE OF A LARGE RAIN EVENT OR OTHER IMPACTFUL EVENT, FOR APPROVAL BY THE OWNER PRIOR TO CONSTRUCTION. THE PLAN SHALL BE DEVELOPED, SIGNED AND SEALED BY A LICENSED PROFESSIONAL ENGINEER IN THE STATE OF TEXAS. ADEQUACY AND IMPLEMENTATION OF THE PLAN IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. THE OWNER RESERVES

THE RIGHT TO REJECT THE PLANS. (NO SEPARATE PAY)

ALL COMPACTION SHALL BE ACHIEVED BY MECHANICAL METHODS. NO WATER JETTING ALLOWED, UNLESS

APPROVED BY THE OWNER.

ALL SPOIL MATERIAL AND DEBRIS SHALL BE DISPOSED OFFSITE BY THE CONTRACTOR IN A LEGAL MANNER.

FURNISHING AND TRANSPORTATION OF ALL OFFSITE MATERIAL TO BE AT CONTRACTOR'S EXPENSE.

DEMOLITION, REMOVAL AND DISPOSAL OF ALL EXCESS CONCRETE, CURBS, UTILITY DEBRIS, RUBBLE, ETC. TO

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

THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA AS CLEAN AS POSSIBLE. ALL ASSOCIATED DEBRIS

SHALL BE COLLECTED AND PROPERLY DISPOSED OF AT THE END OF EACH WORKDAY.

UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RETURN THE SITE TO ORIGINAL CONTOURS UNLESS DIFFERENT FINISHED ELEVATIONS ARE SHOWN ON PLANS. CONTRACTOR TO ENSURE NO AREAS OF

PONDING ARE PRESENT.

CONCRETE NOTES:

THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING INSTALLED IMPROVEMENTS, FIELD CHANGES, AND UNFORESEEN ENCOUNTERED UTILITIES. CONTRACTOR SHALL FURNISH A LEGIBLE SET OF "AS-BUILT"

DRAWINGS TO THE OWNER.

THE TYPE, SIZE AND LOCATION OF ALL UNDERGROUND UTILITIES DEPICTED ON THE CONSTRUCTION PLANS WERE RESEARCHED WITH RESPECT TO THE BEST AVAILABLE DATA AND THEREFORE SHOWN APPROXIMATE.

ALTHOUGH EVERY EFFORT HAS BEEN MADE TO ACCURATELY DEPICT ALL UTILITIES, NOT ALL (PUBLIC AND PRIVATE) MAY BE SHOWN. NEITHER THE ENGINEER NOR THE OWNER IS RESPONSIBLE FOR THE ACCURACY OF THE LOCATION OF THE UTILITIES SHOWN ON THE CONSTRUCTION PLANS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT ALL UTILITY COMPANIES WITH JURISDICTION WITHIN THE LIMITS OF CONSTRUCTION FOR FIELD VERIFICATION AT NO ADDITIONAL EXPENSE TO THE OWNER. UTILITY COMPANIES TO

INCLUDE BUT NOT LIMITED TO THE FOLLOWING:

CONTRACTOR SHALL EXPOSE ANY EXISTING UTILITY THAT MAY BE IN CONFLICT PRIOR TO COMMENCING

CONSTRUCTION AND EXCAVATION.

THE CONTRACTOR SHALL NOTIFY ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS RESPONSIBLE FOR PUBLIC AND PRIVATE UTILITIES AFFECTED BY HIS/HER OPERATIONS PRIOR TO COMMENCING

CONSTRUCTION.

CONTRACTOR SHALL AT ALL TIMES ALLOW ACCESS TO EXISTING DRIVEWAY OR PROVIDE/MAINTAIN

ALTERNATIVE ALL-WEATHER ROUTES.

ALL TRAFFIC CONTROL DEVICES SHALL BE IN CONFORMANCE WITH TEXAS MANUAL OF UNIFORM TRAFFIC

CONTROL DEVICES LATEST EDITION.

ANY DAMAGES TO FENCES, WALKS, OR PRIVATE PROPERTY SHALL BE REPAIRED BY THE CONTRACTOR AT HIS

EXPENSE.

IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL EXCAVATED MATERIAL, EXCESS CONCRETE, AND DEBRIS FROM THE CONSTRUCTION SITE AT NO ADDITIONAL EXPENSE TO THE OWNER.

IN ACCORDANCE WITH HOUSE BILLS 662 AND 665 ENACTED BY THE TEXAS LEGISLATURE (70TH REGULAR LEGISLATIVE SESSION), THE CONTRACTOR SHALL MEET THE REQUIREMENTS FOR TRENCH SAFETY AS OUTLINED IN THE CURRENT VERSION OF THE UNITED STATES DEPARTMENT OF LABOR, OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS, 29 CFR, PART 1926, SUBPART P-EXCAVATIONS.

PRIOR TO COMMENCING ANY EXCAVATION, THE CONTRACTOR SHALL PROVIDE A TRENCH SAFETY PLAN. ALL PLANS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF TEXAS.

THE PLAN SHALL BE SUBMITTED TO THE OWNER FOR APPROVAL.

IN THE EVENT CONDITIONS ENCOUNTERED IN THE FIELD REQUIRE TRENCH SAFETY SYSTEMS OUTSIDE OF THE EXTENTS SUGGESTED TRENCH PROTECTION SHOWN ON THE CONSTRUCTION PLANS, ALL EXCAVATION SHALL CEASE AND THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUBMITTING A REVISED TRENCH SAFETY PLAN. NO EXCAVATION SHALL RESUME UNTIL THE

REVISED TRENCH SAFETY PLAN HAS BEEN APPROVED. (NO SEPARATE PAY)

THE CONTRACTOR SHALL ENSURE APPROVED TRENCH SAFETY PLANS ARE IMPLEMENTED. FAILURE TO ADHERE TO THE TRENCH SAFETY PLAN WILL RESULT IN A STOP WORK ORDER. NON-COMPLIANCE INCIDENTS MAY BE

REPORTED TO OSHA.

TRENCHES OR EXCAVATIONS MAY NOT BE LEFT OPEN OVERNIGHT UNLESS AUTHORIZED IN WRITING BY THE OWNER. IN CASES WHERE TRENCHES ARE LEFT OPEN, THE CONTRACTOR MUST PROVIDE TRAFFIC-RATED, ANCHORED STEEL PLATE COVERS APPROVED BY THE OWNER.

CONTRACTOR SHALL PROTECT AND SUSPEND ALL EXISTING UTILITIES TO REMAIN.

ALL UTILITIES SHALL REMAIN IN SERVICE AT ALL TIMES. THE PROTECTION, TEMPORARY BYPASS PUMPING, BRACING, ETC. OF ALL UTILITY LINES SHALL BE INCIDENTAL TO THE INSTALLATION OF THE PROPOSED UTILITIES

AND UTILITY POLES. CONTRACTOR SHALL COORDINATE WITH UTILITY OWNERS.

PRIOR TO BEGINNING CONSTRUCTION, THE OWNER OR HIS AUTHORIZED REPRESENTATIVE SHALL SCHEDULE A

PRECONSTRUCTION CONFERENCE BETWEEN THE CONSULTING ENGINEER, CONTRACTOR, CITY OF

BROWNSVILLE, BROWNSVILLE PUB AND ALL AFFECTED PARTIES.

THE CONTRACTOR SHALL HAVE A PERSON ON CALL 24 HOURS A DAY TO ADDRESS CONSTRUCTION AREA MAINTENANCE ITEMS, TRAFFIC CONTROL, OR OTHER NEEDS NECESSARY FOR PUBLIC SAFETY. THIS PERSON SHALL HAVE AUTHORITY TO ACT ON BEHALF OF THE CONTRACTOR IN EMERGENCY CONDITIONS. THE PERSON SHALL BE STATIONED WITHIN 1/2 HOUR TRAVEL TIME FROM THE PROJECT SITE. THE PERSON SHALL BE IDENTIFIED IN WRITING PRIOR TO START OF CONSTRUCTION. THE ON-SITE REPRESENTATIVE SHALL HAVE ACCESS ALL EQUIPMENT AND MATERIAL AND HAVE FULL AUTHORITY NECESSARY TO CORRECT ANY PROBLEMS, DEFICIENCIES, OR EMERGENCIES WHICH MAY ARISE DURING NON-WORKING HOURS AND DURING THE ABSENCE

OF THE SUPERINTENDENT.

STANDARD WORK HOURS: THE STANDARD WORK HOURS FOR THE OWNER IS 8:00 AM TO 5:00 PM, MONDAY THROUGH FRIDAY. SHOULD THE CONTRACTOR ELECT TO WORK ON SATURDAY, SUNDAYS OR HOLIDAYS, HE SHALL BE RESPONSIBLE FOR PAYING OVERTIME CHARGES FOR THE OWNERS PERSONNEL INVOLVED. THESE CHARGES WILL BE AT COST AND WILL BE CALCULATED EITHER AT TIME AND A HALF OR DOUBLE TIME, AS APPLICABLE TO THE PARTICULAR DAY BEING WORKED. PRE-APPROVAL SHALL BE OBTAINED FROM THE ENGINEER OR ENGINEER'S REPRESENTATIVE BY COMPLETING AND SIGNING A OWNER'S FORM ENTITLED "CONSTRUCTION INSPECTORS OVERTIME COMPENSATION AUTHORIZATION", PRIOR TO COMMENCING ANY

OVERTIME WORK.

ANY WORK DONE OUTSIDE THE STANDARD WORKDAY, WITHOUT PRIOR AUTHORIZATION, SHALL BE CONSIDERED UNDER UNAUTHORIZED WORK. THE CONTRACTOR IS REQUIRED TO PAY THE OVERTIME WAGES OF THE OWNERS INSPECTOR THAT WORK OVERTIME MONDAYS THROUGH FRIDAYS AT TIME AND A HALF. THE CONTRACTOR IS RESPONSIBLE FOR THE OVERTIME WAGES OF THE OWNERS INSPECTOR THAT WORK HOLIDAYS AT DOUBLE TIME. MINIMUM HOURS WILL BE BILLED TO CONTRACTOR FOR CALL OUTS OR FOR INSUFFICIENT NOTICE OF TWO (2) HOURS. NO CONSTRUCTION ACTIVITY SHALL CONTINUE WITHOUT APPROVAL

FROM THE OWNER.

WHEN INSTALLING ANY MANUFACTURED PRODUCT, THE CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S

RECOMMENDED INSTALLATION DIRECTIONS. IF ANY CONFLICTS OR DISCREPANCIES BETWEEN

MANUFACTURER'S DIRECTIONS AND THE CONTRACT DOCUMENTS ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITING AND SHALL NOT PERFORM ANY WORK ON ANY ITEM UNTIL SUCH CONFLICT

HAS BEEN RESOLVED IN WRITING.

NO TREES SHALL BE REMOVED WITHOUT PERMISSION OF THE OWNER OR ENGINEER, UNLESS OTHERWISE

NOTED.

THE CONTRACTOR SHALL COORDINATE ANY REQUIRED TEMPORARY RELOCATION OF MAILBOXES WITH THE BROWNSVILLE POSTMASTER. FINAL LOCATION SHALL BE IN ACCORDANCE WITH THE LOCAL POST OFFICE

REQUIREMENTS AT CONTRACTOR'S EXPENSE.

CONTRACTOR TO PERFORM PRE-CONSTRUCTION PHOTOGRAPHS OR VIDEOS SHALL BE TAKEN ACCORDING TO ALL SPECIFICATIONS - PHOTOGRAPHIC DOCUMENTATION THAT SHOW EXISTING CONDITIONS OF THE SITE AND ADJOINING STRUCTURES TO REMAIN. PHOTOS SHALL INCLUDE DAMAGE TO FINISHED SURFACES THAT MIGHT

BE MISCONSTRUED AS DAMAGE CAUSED BY DEMOLITION OPERATIONS. (NO SEPARATE PAY)

ALL MATERIALS AND LABOR, WHETHER SPECIFICALLY INDICATED ON PLANS OR NOT, WHICH ARE NECESSARY FOR THE PROPER INSTALLATION AND FUNCTION OF THE SYSTEM SHALL BE FURNISHED BY THIS CONTRACTOR.

CONTRACTOR SHALL NOT PROCEED WITH ANY WORK INVOLVING A CHANGE IN PROJECT SCOPE, EQUIPMENT, MATERIALS OR COST WITHOUT FIRST HAVING OBTAINED ENGINEER'S AND/OR OWNER'S APPROVAL IN WRITING.

IF APPROVAL HAS NOT BEEN OBTAINED IN WRITING PRIOR TO PROCEEDING WITH ANY CHANGE, CONTRACTOR

WILL NOT BE REIMBURSED FOR SUCH CHANGE.

10.

12.

13.

14.

15.

16.

17.

18.

19.

20.

21.

23.

24.

25.

22.

26.

27.

28.

29.

30.

31.

32.

33.

34.

35.

36.

37.

38.

39.

PRIVATE GENERAL NOTES:

10.

11.

12.

13.

14.

15.

BROWNSVILLE PUB (956) 983-6100

BROWNSVILLE ENGINEERING DEPT. (956) 541-1012

TXDOT - BROWNSVILLE OFFICE (956) 542-2260

TEXAS 811

TEXAS GAS SERVICE (800) 959-5325

SPECTRUM/TIME WARNER CABLE (800) 222-5355

AT&T TEXAS (956) 630-8261

AMERICAN ELECTRIC AND POWER (AEP) TEXAS (800) 277-2177

MAGIC VALLEY ELECTRICAL COOPERATIVE (MVEC) (866) 225-5683

FRONTIER COMMUNICATIONS (800) 921-8101

CHARTER COMMUNICATIONS (866) 874-2389

VERIZON (800) 922-0204

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

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

BE DETERMINED BY CYLINDER BREAK TEST.

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

D. ALL EXPOSED CONCRETE WORK TO BE CHAMFERED.

E. ALL CONCRETE USED FOR CURB AND GUTTER, CONCRETE PAVEMENT, DRIVEWAYS, SIDEWALKS AND OTHER FLAT WORK SHALL CONTAIN A MINIMUM OF 1.5 POUNDS OF FIBER MESH PER CUBIC YARD.

F. ALL EXPOSED CONCRETE SURFACES SHALL BE TREATED WITH CURING COMPOUND RESIN BASE

ASTM C 309 TYPE 2 WITH PIGMENTED TINT OF FUGITIVE DYE.

G. EXPANSION JOINTS WILL BE PLACED AT CURB RETURNS, INLETS AND AT THE END OF EACH POUR WITH INTERVALS NOT TO EXCEED 40 FT. JOINTS SHALL CONSIST OF 1/2" PRE-MOLDED EXPANSION JOINT MATERIAL WITH 3, 36" X 1/2" DOWELS, ONE END GREASED AND WRAPPED. CARE MUST BE TAKEN THAT

DOWELS ARE STRAIGHT AND LAID PARALLEL WITH CURB AND NO CONCRETE PLUGS OR OTHER

MATERIAL BE ALLOWED THROUGH THE DOWEL HOLES OR EXPANSION MATERIAL WHICH WOULD

PREVENT THE JOINT FROM OPERATION AS AN EXPANSION JOINT. EXPANSION JOINT MATERIALS SHALL BE PRE-MOLDED ASPHALT IMPREGNATED EXPANSION JOINT MATERIAL CONFORMING WITH ASTM D 994

(NOT WOOD FIBER TYPE)

H. CONTRACTION (DUMMY, SAWED OR GROVED) JOINTS SHALL BE 2” DEEP AND PLACED AT MAXIMUM OF

10-FOOT INTERVALS.

I. WHEN CONNECTING TO EXISTING CURB AND GUTTER, THE CONTRACTOR SHALL DRILL AND DOWEL TWO #6 X 16” TIE BARS A MINIMUM OF 6-INCHES DEEP INTO THE EXISTING CURB AND GUTTER SECTION.

UTILITY NOTES

1. ALL CONSTRUCTION OPERATIONS TO BE ACCOMPLISHED IN ACCORDANCE WITH APPLICABLE

REGULATIONS OF THE U.S. OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION. COPIES OF OSHA

STANDARDS MAY BE PURCHASED FROM THE U.S. GOVERNMENT PRINTING OFFICE.

2. ELECTRICAL LINES ARE LOCATED IN THE PROJECT AREA. THE ATTENTION OF THE CONTRACTOR IS DIRECTED TO STATE LAW (VERNON'S ANNOTATED TEXAS STATUTES, ARTICLE 1436 (C)) CONCERNING CONSTRUCTION OPERATIONS IN THE VICINITY OF ELECTRICAL LINES AND THE NEED FOR EFFECTIVE

PRECAUTIONARY MEASURES.

3. ANY CHANGES OR REVISIONS TO THE UTILITY DESIGN MUST FIRST BE SUBMITTED TO THE BROWNSVILLE

PUBLIC UTILITY BOARD FOR REVIEW AND WRITTEN APPROVAL.

4. THE CONTRACTOR SHALL GIVE THE BROWNSVILLE PUBLIC UTILITY BOARD 24 HOUR ADVANCE NOTICE PRIOR TO PLACEMENT OF ANY CONCRETE, TO PERMIT THE REVIEW OF FORMS. REINFORCING STEEL

PLACEMENT, AND OTHER PREPARATIONS.

5. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST CITY OF BROWNSVILLE PUBLIC UTILITY

BOARD STANDARD SPECIFICATIONS.

6. UNLESS OTHERWISE SPECIFIED BY THE ENGINEER, ALL UTILITY CONCRETE IS TO BE CLASS "K" (4000 PSI~28

DAYS), AND ALL REINFORCING STEEL TO BE ASTM A615 GRADE 60.

7. MAXIMUM LENGTH OF OPEN TRENCH TO BE 60', OR AS DIRECTED BY THE OWNER.

CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO COMMENCEMENT OF WORK. NOTIFY TEXAS ONE CALL FOR UTILITY LOCATIONS PRIOR TO ANY AND ALL EXCAVATIONS.

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

ALL DAMAGE TO BE REPAIRED AT CONTRACTOR'S EXPENSE. ALL COSTS FOR INTERRUPTION OF GAS, ELECTRICAL, COMMUNICATIONS AND/OR WATER SERVICE DUE TO CONTRACTOR'S WORK SHALL BE BORNE BY

THE CONTRACTOR.

INFORMATION ON EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS FROM BEST AVAILABLE INFORMATION OF RECORD AND SPOT FIELD LOCATIONS. ALTHOUGH EVERY EFFORT HAS BEEN MADE TO ACCURATELY DEPICT ALL UTILITIES, NOT ALL (PUBLIC AND PRIVATE) MAY BE SHOWN. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION AND LOCATION OF THESE UNDERGROUND UTILITIES AS REQUIRED AT NO SEPARATE PAY.

CONTRACTOR TO COORDINATE WITH ALL UTILITY COMPANIES.

16.

11.

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HALFF ASSOCIATES, INC.

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

LICENSE NO.

9/24/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

JOHN W. CLINT 85417

#312 TX

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

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PAVING CONSTRUCTION NOTES:

1. HOT MIX ASPHALT CONCRETE TO BE IN ACCORDANCE WITH ALL SPECIFICATIONS.

2. SUBGRADE EXCAVATION AND COMPACTION TO BE INCLUDED IN PRICE BID PER SQUARE YARD FOR

"PAVEMENT BID ITEMS."

3. CONTRACTOR TO SHAPE, FILL, GRADE AND COMPACT TO ENSURE PROPER DRAINAGE.

4. ALL PAVEMENTS SHALL BE NEATLY SAW-CUT PARALLEL OR PERPENDICULAR TO THE PAVEMENT EDGE (NO ANGLED SAW CUTS). DAMAGE TO PAVEMENT BEYOND THE EXTENTS OF CONSTRUCTION LIMITS AS A RESULT OF FAILURE TO PROPERLY SAW-CUT SHALL BE REPAIRED AT THE CONTRACTOR'S EXPENSE.

5. CONSTRUCTION JOINTS TO EXISTING PAVEMENT SHALL BE MADE BY EITHER CUTTING BACK EXISTING TO PRODUCE A SLIGHTLY BEVELED EDGE FOR THE FULL THICKNESS OF THE WEARING COURSE OR A SUITABLE

LAP JOINT SHALL BE MADE. SAW CUTTING REQUIRED.

6. NO TRAFFIC SHALL BE ALLOWED ON THE FINISHED WEARING SURFACE UNTIL AT LEAST 12 HOURS, OR UNTIL THE PAVEMENT HAS COOLED TO NO LESS THAN 160°F, AFTER COMPLETION OF ROLLING.

7. ANY SETTLEMENT UNDER PAVEMENT DUE TO INADEQUATE COMPACTION OF UTILITY LINE BACKFILL SHALL

BE CAUSE FOR RECOMPACTION OF TRENCH AND REPLACEMENT OF PAVEMENT SECTION AT

CONTRACTOR'S EXPENSE.

8. HOT MIX ASPHALT CONCRETE TRANSPORT TRUCKS TO BE EQUIPPED WITH CANVAS COVERS TO BE UTILIZED DURING MATERIAL HAULING. MATERIAL DELIVERED TO SITE AT IMPROPER TEMPERATURE SHALL BE REJECTED. HOT MIX SHALL BE LAID AT A MINIMUM TEMPERATURE OF 225 DEGREES FAHRENHEIT.

9. CONTRACTOR TO REPLACE ALL PAVEMENT MARKINGS AND MARKERS THAT WERE REMOVED, DEMOLISHED, OR DAMAGED DURING CONSTRUCTION. (NO SEPARATE PAY)

10. CONTRACTOR SHALL "LAY DOWN" CURB SECTION AT DRIVEWAY LOCATIONS SHOWN ON DRAWINGS.

CONTRACTOR SHALL BE REQUIRED TO GRADE FROM EXISTING DRIVES AND PARKING AREAS TO MATCH

GRADES AND ALLOW SMOOTH TRANSITIONS AND PROPER DRAINAGE. (NO SEPARATE PAY)

STRIPING NOTES:

1. ALL SIGNS AND MARKINGS SHALL BE PLACED BY THE CONTRACTOR IN ACCORDANCE WITH

THE TEXAS MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES LATEST EDITION, UNLESS

OTHERWISE SHOWN OR DIRECTED.

2. THE PAVEMENT SURFACE SHALL BE MADE FREE OF DELETERIOUS MATERIAL PRIOR TO

APPLICATION OF PERMANENT MARKINGS.

3. ALL STRIPING SHALL BE A HI-PERFORMANCE ZONE MARKING PAINT AND SHALL BE PLACED

PER MANUFACTURER RECOMMENDATIONS.

WASTEWATER NOTES

1. ALL PIPE BEDDING MATERIAL SHALL CONFORM TO DETAILS AND THE MANUFACTURER'S

RECOMMENDATION.

2. ALL INTERNAL CONCRETE SURFACES FOR WASTEWATER MANHOLES TO BE COATED PER MATERIALS AND

PROCEDURES SPECIFIED IN CONTRACT SPECIFICATIONS AND DESIGN PLANS.

3. ALL MANHOLE COVERS SHALL BE 32" DIAMETER WATERTIGHT SANITARY SEWER MANHOLE FRAME AND COVER EAST JORDAN IRON WORKS MODEL V-1430A (OR APPROVED EQUAL) AND READ "BROWNSVILLE

PUBLIC UTILITIES BOARD".

4. THE DISTANCE FROM TOP OF SANITARY SEWER MANHOLE CONE TO FINISHED GRADE TO BE 12" MINIMUM

OR 18" MAX (AS PER DETAIL), UNLESS NOTED OTHERWISE ON PLANS.

5. EXISTING WASTEWATER LINES SHALL BE KEPT IN SERVICE UNTIL PROPOSED WASTEWATER SYSTEM

IMPROVEMENTS HAVE BEEN COMPLETED AND APPROVED BY THE OWNER.

6. CONTRACTOR TO CONSTRUCT WASTEWATER GRAVITY MAIN FROM DOWNSTREAM END T0 UPSTREAM END

WITH BELLS FACING UPSTREAM.

7. ALL MANHOLES TO BE BENCHED IN THE DIRECTION OF FLOW TO MINIMIZE TURBULENCE.

8. ALL SEWER LINES, MANHOLES AND FORCE MAINS SHALL BE TESTED IN ACCORDANCE WITH TCEQ CHAPTER

217.57 REGULATIONS AND SPECIFICATION 33 31 11 - SANITARY SEWER PIPEWORK.

THE OWNER RETAINS THE RIGHTS TO TELEVISE THE LINE TO DETERMINE THE CONDITION OF THE SEWER LINE PRIOR TO FINAL ACCEPTANCE, IN ACCORDANCE WITH SPECIFICATION 33 31 11 - SANITARY SEWER

PIPEWORK.

9. THE CONTRACTOR SHALL PERFORM QUALITY TESTING FOR THE WATER AND WASTEWATER SYSTEM INSTALLED AND AND SHALL PROVIDE ALL EQUIPMENT (INCLUDING PUMPS AND GAUGES), SUPPLIES AND LABOR NECESSARY TO PERFORM THE TESTS AT HIS EXPENSE. BROWNSVILLE P.U.B. TO BE GIVEN 48 HRS NOTICE PRIOR TO ALL TESTING AND SHALL BE MONITORED BY BROWNSVILLE PUB PERSONNEL. TESTING IS

TO BE DONE IN ACCORDANCE WITH B.P.U.B. STANDARDS.

10. ALL MANHOLES LOCATED WITHIN A ROADSIDE DITCH SHALL HAVE A MINIMUM COVER OF 18". AND HAVE WATERTIGHT COVERS. MANHOLES SHALL BE MARKED WITH MANHOLE MARKERS (USE MARKER DETAIL AS SHOWN IN "TYPICAL SERVICE CONNECTION") LOCATED AT THE RIGHT-OF-WAY. COST SUBSIDIARY TO

OTHER ITEMS.

11. PROPOSED WATER AND SANITARY SEWER SERVICES ARE SHOWN IN AN APPROXIMATE LOCATION AND SHALL BE VERIFIED IN THE FIELD WITH AN INSPECTOR BASED ON THE LOCATION OF HOMES. SANITARY SEWER SERVICES SHALL BE SINGLE SERVICES UNLESS DECIDED OTHERWISE BY FIELD TECHNICIAN

DURING CONSTRUCTION.

12. CONTRACTOR SHALL INSTALL ALL PROPOSED SANITARY SEWER SERVICE CONNECTIONS WITH AN ADEQUATE DEPTH TO ACCOMMODATE THE YARD LINE TO HAVE A SLOPE OF 1/4-INCH PER FOOT PLUS 2' FEET MINIMUM COVER AT THE EXISTING HOME. THE CONTRACTOR SHALL VERIFY THAT SERVICE LINE HAS

ADEQUATE DEPTH TO REACH THE RESIDENCE'S EXISTING SEWER CONNECTION(S).

ABANDONMENT OF EXISTING SANITARY SEWER SYSTEM NOTES

1. ALL SANITARY SEWER MANHOLES AND PIPING TO BE ABANDONED IN PLACE SHALL BE JETTED AND PUMPED CLEAN OF SEWAGE AND SLUDGE BY A TCEQ CERTIFIED HAULER. ALL SEWAGE SHALL BE DISPOSED OF

ACCORDING TO TCEQ RULES.

2. DECOMMISSIONING OF SANITARY SEWER MANHOLES INCLUDES THE REMOVING THE MANHOLE AND BACKFILLING WITH BANK RUN SAND. THE MANHOLE SHALL BE REMOVED TO A MINIMUM OF 4 FEET BELOW NATURAL GROUND. ALL BACKFILL SHALL BE COMPACTED TO 98% PERCENT STD. PROCTOR, AS PER

SPECIFICATION 02 50 10 - ABANDONMENT OF SANITARY SEWER.

3. THE INSPECTOR SHALL INSPECT THE MANHOLE PRIOR TO THE CONTRACTOR DECOMMISSIONING

STRUCTURE(S).

4. FLOWABLE FILL (ABANDONMENT GROUT) SHALL BE USED TO FILL ALL ABANDONED IN PLACE PIPES, AS PER

SPECIFICATION 33 31 00.13 - ABANDONMENT OF SANITARY SEWER.

UTILITY TESTING NOTES

1. BROWNSVILLE PUBLIC UTILITY BOARD TO BE GIVEN 48 HOURS NOTICE PRIOR TO ALL TESTING OF WATER LINES. WASTEWATER LINES, AND DENSITY TESTING. REFER TO SPECIFICATION 02687 AND TCEQ NOTES FOR TESTING REQUIREMENTS. ALL TESTING TO BE CONDUCTED IN PRESENCE OF B.P.U.B. INSPECTOR.

2. ALL SANITARY SEWERS, EXCLUDING SERVICE LINES, SHALL BE MANDREL TESTED PER TEXAS COMMISSION ON ENVIRONMENTAL QUALITY CRITERIA. MANDREL TEST SHALL NOT BE PERFORMED UNTIL BACKFILL HAS

BEEN IN PLACE FOR A MINIMUM OF 30 DAYS.

3. SOIL DENSITY TESTS AND RELATED SOIL ANALYSIS TESTS TO BE ACCOMPLISHED BY AN INDEPENDENT LABORATORY UNDER CONTRACT WITH THE OWNER. TESTS WHICH SHOW UNSATISFACTORY RESULTS ARE TO BE REPEATED AT THE EXPENSE OF THE CONTRACTOR SUBSEQUENT TO CONTRACTOR'S REMEDIAL

ACTIVITIES.

4. DENSITY TESTING OF COMPACTED SUBGRADE MATERIAL FOR FIRST COURSE, AND SECOND COURSE OF COMPACTED BASE SHALL BE MADE AT ALL DRIVEWAYS AND INTERSECTING STREETS. IN ADDITION, ONE (1) DENSITY TEST PER LIFT PER FIVE HUNDRED (500) FEET OF INSTALLED PIPELINE SHALL BE CONDUCTED.

WATERLINE CONSTRUCTION NOTES:

1. ALL WATERLINES TO BE C-900 CLASS 150 PVC UNLESS OTHERWISE NOTED.

2. DOUBLE CHECK VALVE WILL BE REQUIRED WHEN FILLING NEW WATERLINE FOR PRESSURE TESTING.

3. ALL WATER, REUSE (RECLAIMED), & WASTEWATER COLLECTION LINE CROSSINGS TO BE CONSTRUCTED IN

ACCORDANCE WITH TCEQ REGULATION, CHAPTER 210, 290 & 217.

4. CONTRACTOR TO VERIFY THE LOCATION OF ALL EXISTING LINES TO BE TIED IN TO NEW MAIN PRIOR TO

SETTING LOCATION OF TIE-IN TEE AND VALVE ON MAIN.

5. WATERLINE MAINS TO BE HYDROSTATICALLY AND BACTERIOLOGICALLY TESTED PER OWNER'S

REQUIREMENTS PRIOR TO TIE-INS. OWNER APPROVAL OF TESTING IS REQUIRED.

6. ALL CROSSINGS OF WASTEWATER COLLECTION LINES AND WATERLINES CONSTRUCTED IN ACCORDANCE WITH TCEQ REGULATIONS CHAPTER 290 AND 217. SEPARATION DISTANCES SHALL COMPLY WITH 30 TAC 217.53(D).

7. CONTRACTOR SHALL MAINTAIN AS MINIMUMS 10 FEET HORIZONTAL AND 2 FEET VERTICAL SEPARATION

BETWEEN WATERLINES AND ANY OTHER SEWER LINES.

8. NO WATER JETTING ALLOWED; MECHANICAL COMPACTION REQUIRED.

9. FIRE HYDRANTS SHALL BE PLACED NO CLOSER THAN 3-FEET BEHIND THE CURB AND NO CLOSER THAN 2-FEET FROM THE R.O.W. LINE. THE BOTTOM OF THE HYDRANT FLANGE SHALL BE NO LESS THAN 2 AND NO

MORE THAN 6 INCHES ABOVE GRADE.

10. CONTRACTOR SHALL MAINTAIN A MINIMUM OF 4FT OF COVER ON ALL WATERLINES, UNLESS OTHERWISE

NOTED ON PLANS.

11. FITTINGS TO BE USED ON DEFLECTIONS AS NEEDED. FITTINGS ARE INCIDENTAL TO THE INSTALLATION OF

THE WATERLINE. (NO SEPARATE PAY)

12. CONTRACTOR IS RESPONSIBLE FOR INSTALLING VALVES, FITTINGS AND ALL INCEDENTALS AS NEEDED FOR

A COMPLETE IN PLACE SYSTEM AND SHALL BE SUBSIDIARY TO PIPE INSTALLATION.

13. WATERLINE VALVES SHALL ONLY BE OPERATED BY THE OWNER. CONTRACTOR TO COORDINATE WITH THE

OWNER IF WATERLINE VALVE OPERATIONS ARE REQUIRED DURING CONSTRUCTION.

14. ALL PIPE TO BE STORED A MINIMUM OF 6 INCHES ABOVE GROUND.

EROSION CONTROL NOTES:

1. CONTRACTOR SHALL OBTAIN A SWPPP PERMIT AND POST IT AT THE CONSTRUCTION SITE, IN ACCORDANCE WITH SPECIFICATION 01 57 23 TEMPORARY EROSION AND SEDIMENTATION CONTROL AND 01 57 23 - TDPES

REQUIREMENTS, PRIOR TO CONSTRUCTION.

2. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO COMMENCING ANY

EARTH DISTURBING ACTIVITY.

3. ALL EFFORTS SHALL BE MADE TO CONTAIN DISTURBED SOILS WITHIN THE EXTENTS OF PERIMETER

EROSION AND SEDIMENT CONTROL MEASURES.

4. THE CONTRACTOR SHALL SEQUENCE ALL CONSTRUCTION IN SUCH A MANNER AS TO MINIMIZE THE

AMOUNT AND EXTENTS OF DISTURBED EARTH.

5. A STABILIZED CONSTRUCTION EXIT IS REQUIRED AT ALL POINTS OF DESIGNATED EGRESS FROM THE LIMITS OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE LOCATION(S) UNLESS OTHERWISE NOTED ON THE PLANS. THE LOCATION(S) OF THE STABILIZED CONSTRUCTION EXIT(S)

MAY BE MODIFIED WITH RESPECT TO THE SEQUENCE OF CONSTRUCTION.

6. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROPERLY MAINTAINED DURING THE

COURSE OF THEIR INTENDED USE.

7. ALL STAGING, MATERIAL STORAGE, STOCKPILE AND REFUSE AREAS SHALL REQUIRE APPLICABLE EROSION

AND SEDIMENT CONTROL MEASURES.

8. ALL CONSTRUCTION DEBRIS SHALL BE CONTAINED WITHIN APPROPRIATE RECEPTACLES (ROLL-OFF CONTAINERS, DUMPSTERS, TRASH CANS, WIRE-MESH CAGES, ETC.) AND CONFINED WITHIN PERIMETER

EROSION AND SEDIMENT CONTROLS.

9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL REMAIN IN PLACE DURING THE COURSE OF EARTH DISTURBING ACTIVITY AND UNTIL FINAL STABILIZATION IS ACHIEVED. STRUCTURAL MEASURES MAY BE REMOVED ONLY UPON FINAL PROJECT ACCEPTANCE BY THE OWNER OR AS DIRECTED BY THE OWNER.

10. PERMANENT STABILIZATION SHALL BEGIN AS SOON AS PRACTICABLE OR AS DIRECTED BY THE OWNER.

11. DUST CONTROL SHALL BE IMPLEMENTED AS NECESSARY OR AS DIRECTED BY THE OWNER. DUST CONTROL MAY CONSIST OF WATERING OR OTHER METHODS APPROVED BY THE OWNER. DUST CONTROL AND ASSOCIATED WATERING OR OTHER METHOD SHALL BE SUBSIDIARY TO THE EROSION CONTROL BID

ITEM IN THE UNIT PRICE SCHEDULE.

12. TRACKED DEBRIS SHALL BE SWEPT AT THE END OF EACH WORKDAY OR AS DIRECTED BY THE OWNER.

13. ALL DISCHARGES ASSOCIATED WITH DEWATERING OPERATIONS SHALL IMPLEMENT APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES. MEASURES MAY INCLUDE BUT ARE NOT LIMITED TO

SEDIMENTATION BASINS OR FILTER SOCKS.

14. CONCRETE WASH-WATER SHALL NOT BE DISCHARGED DIRECTLY INTO A STORM SEWER SYSTEM OR RECEIVING STREAM. ALL WASH ACTIVITIES MUST BE PERFORMED WITHIN THE EXTENTS OF ESTABLISHED

EROSION AND SEDIMENT CONTROL MEASURES OR DESIGNATED AREAS APPROVED BY THE OWNER.

15. SEDIMENT SHALL BE CLEARED FROM ALL STORM SEWER PIPES, CULVERTS AND APPURTENANCES WITHIN THE LIMITS OF CONSTRUCTION PRIOR TO FINAL PROJECT ACCEPTANCE. SEDIMENT SHALL BE PROPERLY

DISPOSED.

16. STAGING, STOCKPILE AND EQUIPMENT STORAGE AREAS SHALL NOT BE LOCATED WITHIN THE EXTENTS OF

ANY TREE DRIPLINES.

STORM DRAINAGE LINE CONSTRUCTION NOTES:

1. CONTRACTOR SHALL PROVIDE POSITIVE STORM WATER DRAINAGE AT ALL TIMES.

2. CONTRACTOR TO PROVIDE POSITIVE OUTFLOW FOR DRAINAGE BASIN AT ALL TIMES. IN THE CASE OF A STORM EVENT, CAPACITY FOR STORM WATER RUNOFF SHALL BE PROVIDED ON SITE AS A TEMPORARY

DETENTION FACILITY TO MINIMIZE ADJACENT LOCAL FLOODING.

3. CONTRACTOR SHALL PROVIDE A SEQUENCE OF WORK FOR STORM DRAINAGE TIE-INS THAT PROVIDES

POSITIVE OUTFLOW AT ALL TIMES.

4. CONTRACTOR TO FIELD VERIFY THE LOCATION OF EXISTING UTILITIES AND FACILITIES PRIOR TO

CONSTRUCTION.

5. ALL REINFORCED CONCRETE STORM PIPES SHALL BE ASTM C-76 CLASS III OR CLASS IV WITH O-RING RUBBER GASKET SEALED JOINTS, UNLESS OTHERWISE NOTED ON PLANS. ALL PIPE AND APPURTENANCES (INLETS, MANHOLES, JUNCTION BOXES, ETC.) SHALL CONFORM TO THE TECHNICAL SPECIFICATIONS.

6. REINFORCED CONCRETE PIPES SHALL EXTEND TO THE INSIDE FACE OF ALL STRUCTURES. ALL JOINTS SHALL BE GROUTED TO ENSURE A WATER-TIGHT FIT. IN NO INSTANCE SHALL GROUT BE USED TO EXTEND

AN INCOMPLETE SEGMENT OF PIPE TO THE INSIDE FACE OF A STRUCTURE.

7. PRECAST REINFORCED CONCRETE STORM BOXES SHALL BE IN ACCORDANCE WITH ASTM C1577. THE

JOINTS SHALL BE SEALED WITH GROUT FROM INSIDE THE BOXES.

8. CAST-IN-PLACE REINFORCED CONCRETE STORM BOXES SHALL BE CONSTRUCTED WITH CLASS "C" CONCRETE WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AND GRADE 60 REINFORCED STEEL.

WELDED WIRE REINFORCEMENT IS NOT ALLOWED.

9. BANK RUN SAND BACKFILL IN LIEU OF NATIVE MATERIAL IS ALLOWED AT THE CONTRACTOR'S DISCRETION;

NO SEPARATE PAY. THE CONTRACTOR SHALL SUBMIT A SAMPLE OF THE BACKFILL MATERIAL TO THE OWNER FOR INSPECTION AND SHALL UTILIZE THE MATERIAL ONLY UPON APPROVAL BY THE OWNER.

10. EXPANSION JOINTS ARE REQUIRED BETWEEN ALL INLET STRUCTURES AND CURB AND GUTTER AND/OR

SIDEWALK.

11. MANHOLE COVERS WITHIN THE CITY OF BROWNSVILLE SHALL DISPLAY THE CITY OF BROWNSVILLE LOGO

AND STORM SEWER DESIGNATION. MANHOLE COVERS IN ROADWAYS SHALL BE H-20 RATED.

12. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING STORM SEWER INFRASTRUCTURE REMAINS FUNCTIONAL THROUGHOUT THE COURSE OF CONSTRUCTION. IN THE EVENT THAT ANY ASSOCIATED CONSTRUCTION ACTIVITY IMPEDES THE FUNCTION OF A SYSTEM, THE CONTRACTOR SHALL PROVIDE THE

OWNER A PLAN TO ADDRESS THE ISSUE IN ANTICIPATION OF A STORM EVENT.

13. ALL NEWLY INSTALLED STORM SEWER PIPE AND APPURTENANCES ARE SUBJECT TO VIDEO INSPECTION.

14. ALL DIMENSION CONTROLS SHOWN ON PLANS ARE TO CENTER OF STRUCTURE.

46961.001 9/24/2025

EJ/AEN

JWC

AS SHOWN

GENERAL NOTES

(2 OF 2)

G004

LEGEND

V V V V V V V

12" W

EX 8" WW

10" WW

12" WW

EXISTING CHAIN LINK FENCE LINE

EXISTING WATER VALVE

EXISTING SAN. SEW. MANHOLE

EXISTING OVERHEAD ELECTRIC LINE

EXISTING EASEMENT

EXISTING RIGHT-OF-WAY

EXISTING SURVEY CENTERLINE

EXISTING STORM SEWER MANHOLE

EXISTING 8" SAN. SEW. LINE

PROPOSED 10" SAN. SEW. LINE

PROPOSED 12" SAN. SEW. LINE

PROPOSED 12" WATERLINE

PROPOSED STORM RCP

PROPOSED SAN. SEW. MANHOLE

PROPOSED ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT

EXISTING POWER POLE

EXISTING GUY WIRE

EXISTING FIRE HYDRANT

EXISTING NATURAL GAS SIGN

EXISTING FIBER OPTIC SIGN

PROPOSED CONCRETE PAVEMENT

EXISTING WATER METEREX OHE

EX 6'' W

EX 8'' W

EX 8'' WW

EX 16'' W

EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W EX 16'' W

EX 12'' W

6' ' W

EX 16'' W

8' ' W

2' ' W

'' W

EX 10'' WW

Ex O

H E

Ex O H

Ex O

H E

Ex OHE Ex OHE Ex OHEEx OHE Ex OHE Ex OHE

Ex OHE Ex OHE

Ex OHE

Ex O

H E

Ex O H

Ex OHE

Ex O

H E

Ex O

H E

Ex O H

Ex OHE

Ex O

H E

Ex OHE

EX 12'' W

EX 16'' W

Ex OHE

EX COMM

EX COMM EX COMM

EX COMM

EX TEL

EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL

EX TEL

EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL

EX TEL

Ex O

H E

Ex O

H E

Ex OHE

Ex O

H E

O M

C O

M M

O M

C O

M M

O M

C O

M M

O M

Ex F

Ex F/O

EX 6'' W EX 6'' W

'' W

'' W W

Ex OHE Ex OHE

YYYYYYYYYYYYYYYY

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

YYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYYY

YYYYYYYYYYYYYYYYYYYYY

Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y Y

Y Y

YYYY

Y Y

Y Y Y Y Y Y

Y Y

12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W 12'' W

'' W

'' W W

'' W

'' W W

'' W

'' W W

12'' W W

12'' W 12'' W

12'' W

8'' W

12'' WW

12'' W 12'' W 12'' W

12'' W

12'' W 12'' W 12'' W 12'' W

8' ' W

' W

8' ' W

15+00

20+00

25+00

30+00 35+00 40+00

SEE ROADWAY &

DRAINAGE SHEET C301

UTILITIES SHEET C701

EXIST. 24" RCP

TO REMAIN

PROP. 12" DR-25

PVC WATERLINE

(TYP.)

EXIST. 16" PVC WATERLINE

PROP. 12" SDR-35 PVC

SAN. SEW. LINE

(TYP.)

PROP. 20" OPEN

CUT STEEL CASING

PROP. 4' DIA. SAN. SEW.

MANHOLE (TYP.)

TIE-IN TO

EXIST. 16" PVC

WATERLINE

TIE-IN TO

EXIST. 16" PVC

WATERLINE

PROP. 12" DR-25

PVC WATERLINE

(TYP.)

PROP. 12" DR-25

PVC WATERLINE (TYP.)

SEE ROADWAY &

DRAINAGE SHEET C302

UTILITIES SHEET C702

SEE ROADWAY &

DRAINAGE SHEET C303

UTILITIES SHEET C703

SEE ROADWAY &

DRAINAGE SHEET C304

UTILITIES SHEET C704

SEE ROADWAY &

DRAINAGE SHEET C305

UTILITIES SHEET C705

SEE ROADWAY &

DRAINAGE SHEET C306

UTILITIES SHEET C706

E R

W N

RUBEN M. TORRES BLVD.

COFFEE RD.

PROP. 36" RCP CLASS III

PROP. 24" RCP CLASS IV

PROP. 24" RCP CLASS III

PROP. 18" RCP CLASS IV

BEGIN STA 11+75.23

END STA 41+94.92

PROP. 24" RCP CLASS III

PROP. 18" RCP CLASS III

18" RCP

PROP. 24" RCP CLASS III

PROP. 24" RCP CLASS III PROP. 24" RCP CLASS III

PROP. 30" RCP CLASS III

36" RCP

O N

R D

SCALE IN FEET

50 100 200

C O

R O

A N

D D

W N

, T

Y O

O W

E E

W N

, T

:\4 s\

1\ C

\s he et sb ro \C

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R O

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S ep te m be r 2 4, 5, T

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HALFF ASSOCIATES, INC.

THE SEAL APPEARING ON THIS DOCUMENT

WAS AUTHORIZED BY:

LICENSE NO.

9/24/2025

NAME

DATE

FIRM OR BUSINESS NO. STATE

THE RECORD COPY OF THIS DRAWING IS ON

FILE AT THE OFFICES OF:

JOHN W. CLINT 85417

#312 TX

SHEET TITLE:

CHECKED BY:

DRAWN BY:

PROJECT NO.:

ISSUED:

SCALE:

N O

C R

O N

E R

E B

W N

, T

-2

) 3

-7

46961.001 9/24/2025

EJ/AEN

JWC

AS SHOWN

PROJECT LAYOUT

C100

LEGEND

V V V V V

12" W

EX 8" WW

10" WW

12" WW

EXISTING CHAIN LINK FENCE LINE

EXISTING WATER VALVE

EXISTING SAN. SEW. MANHOLE

EXISTING OVERHEAD ELECTRIC LINE

EXISTING EASEMENT

EXISTING RIGHT-OF-WAY

EXISTING SURVEY CENTERLINE

EXISTING STORM SEWER MANHOLE

EXISTING 8" SAN. SEW. LINE

PROPOSED 10" SAN. SEW. LINE

PROPOSED 12" SAN. SEW. LINE

PROPOSED 12" WATERLINE

PROPOSED STORM RCP

PROPOSED SAN. SEW. MANHOLE

PROPOSED ASPHALT PAVEMENT

EXISTING ASPHALT PAVEMENT

EXISTING POWER POLE

EXISTING GUY WIRE

EXISTING FIRE HYDRANT

EXISTING NATURAL GAS SIGN

EXISTING FIBER OPTIC SIGN

PROPOSED CONCRETE PAVEMENT

EXISTING WATER METEREX OHE

12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR

'' W

'' W W

'' W

'' W W

'' W

'' W W

12'' W W

'' W

8'' W

12'' WW

12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR

12'' WTR

12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR 12'' WTR

8' ' W

' W

8' ' W

12'' WTR

EX 6'' W

EX 8'' W

EX 8'' WW

EX 16'' W

EX 12'' W

6' ' W

EX 16'' W

6' ' W

8' ' W

EX 6'

' W

2' ' W

'' W

EX 10'' WW

Ex O

H E

Ex O H

Ex O

H E

Ex OHE Ex OHE Ex OHEEx OHE Ex OHE Ex OHE

Ex OHE Ex OHE

Ex OHE

Ex O

H E

Ex O H

Ex OHE

Ex O

H E

Ex O

H E

Ex O H

Ex OHE

Ex O

H E

Ex OHE

Ex O

H E

Ex OHE

EX 12'' W

EX 16'' W

Ex OHE

EX COMM

EX COMM EX COMM

EX COMM

EX TEL

EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL

EX TEL

EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL EX TEL

EX TEL

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File details come from the government source that posted it. Updated Oct 20, 2025.