7-02 Avenue A Improvements Phase I - Bid Set.pdf

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CONSULTING ENGINEERS

TEMPLE, TEXAS 76501

KASBERG, PATRICK & ASSOCIATES, LP

CITY OF TEMPLE, TEXAS

KPA Firm Registration Number F-510

N O R T H

HORIZONTAL SCALE IN FEET

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P:\Temple Reinvestment\2018\18-116 Downtown City Center\CAD\Base\DTCC 4th to Ave A\STANDARD DETAIL SHEETS.dwg

DOWNTOWN CITY CENTER

AVENUE A PHASE I IMPROVEMENTS

TDLR # - TABS2026010999

02/23/2026

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ADAMS AVENUE

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%%USHEET INDEX

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COVER SHEET

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SEE G-01 FOR INDEX OF SHEETS

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%%UCITY ENGINEER

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%%UVICINITY MAP

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DATE

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JAMES BILLECK, P.E. CITY ENGINEER DATE

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REVIEWED FOR CONSTRUCTION:

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REVISIONS

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UTILITY CONTACTS

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RELEASE OF THIS APPLICATION DOES NOT CONSTITUTE A VERIFICATION

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OF ALL DATA, INFORMATION, AND CALCULATIONS SUPPLIED BY THE

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APPLICANT. THE ENGINEER OF RECORD IS SOLELY RESPONSIBLE FOR

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THE COMPLETENESS, ACCURACY, AND ADEQUACY OF HIS/HER

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SUBMITAL, WHETHER OR NOT THE APPLICATION IS REVIEWED FOR CODE

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COMPLIANCE BY CITY ENGINEERS.

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LETTING DATE:

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ORIGINAL BID:

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CONTRACTOR:

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COMPLETION DATE:

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JAMES BILLECK, P.E.

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DATE

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DESCRIPTION

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SHEET

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PROJECT LOCATION

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DESIGN SPEED - 30 MPH

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R. DAVID PATRICK, P.E, C.F.M.

AutoCAD SHX Text TEXAS ONE CALL 1-800-545-6005 TEXAS ONE CALL 1-800-545-6005 1-800-545-6005 TEXAS EXCAVATION SAFETY SYSTEM 1-800-344-8377 1-800-344-8377 TXU ELECTRIC DELIVERY 1-512-244-5691 1-512-244-5691 ATMOS ENERGY 1-866-332-8667 1-866-332-8667 CITY OF TEMPLE, TEXAS 1-254-298-5611 1-254-298-5611 CABLEVISION 1-254-778-9441 1-254-778-9441 CENTROVISION 1-254-773-1163 1-254-773-1163 SBC 1-254-954-4102 OR 1-254-954-4102 OR 1-800-669-8344 AT&T 1-800-252-11331-800-252-1133

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DATE

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R. DAVID PATRICK, P.E, C.F.M.

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R. DAVID PATRICK

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%%UCITY MANAGER

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BRYNN MYERS

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%%UMAYOR

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TIM DAVIS

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%%UCOUNCIL MEMBERS

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DISTRICT 1: JESSICA WALKER

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DISTRICT 2: ZOE GRANT

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DISTRICT 3: KARL KUYKENDALL

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DISTRICT 4: MICHAEL PILKINGTON

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%%UMAYOR PRO TEM

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JESSICA WALKER

AutoCAD SHX Text 01-27-2026

SHEET NO.

G-01 OF

08 SHEETSTABLE OF CONTENTS

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APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

DEVIN J PATIN, EIT

18-116

Fabian Gomez

CITY OF TEMPLE, TEXAS

AVENUE A PHASE I IMPROVEMENTSKASBERG, PATRICK & ASSOCIATES, LP

CONSULTING ENGINEERS

TEMPLE, TEXAS 76501© 2026 Kasberg, Patrick & Associates, LP

KPA Firm Registration Number F-510

BYREVISIONDATENO.

This document is released for the purpose of interim review under the authority of R. David Patrick, P.E. 82638 on January 27, 2026 It is not to be used for construction, bidding or permit purposes. 01-27-2026

Plot Date:

1/27/2026 11:47:39 AM

Plotted By:

FGOMEZ

INDEX OF SHEETS

Sheet Number Sheet Title

GENERAL SHEETS

G-00 COVER

G-01 TABLE OF CONTENTS

G-02 GENERAL NOTES 1

G-03 GENERAL NOTES 2

G-04 PROPOSED OVERALL LAYOUT

G-05 PAVEMENT SECTIONS

G-06 PROPOSED DEMOLITION LAYOUT

G-07 STRIPING & SIGNAGE LAYOUT

G-08 PREFORATED PIPE LAYOUT

CONSTRUCTION SEQUENCE

CS-01 CONSTRUCTION SEQUENCE LAYOUT

ROADWAY SHEETS

R-01 PLAN AND PROFILE - 4TH ST

R-02 PLAN AND PROFILE - AVE A

R-03 PLAN VIEW 4TH TO AVE A

R-04 PLAN VIEW 4TH TO AVE A DIM

R-05 PLAN VIEW AVE A

R-06 PLAN VIEW AVE A DIM

WASTEWATER

WW-01 PROPOSED WW-A

STORMSEWER

ST-01 PROPOSED DRAINAGE

WATERLINE

WL-01 PROPOSED WL-A

WL-02 PROPOSED WL-B & WL-C

DETAILS

D-01 CONCRETE NOTES

D-02 CURB AND GUTTER DETAILS

D-03 CURB AND GUTTER DETAILS (SHEET 2 OF 2)

D-04 CONCRETE SIDEWALK

D-05 DRIVEWAY APPROACH DETAIL

D-06 ADA HANDICAP RAMP (SHEET 4 OF 4)

D-07 ADA HANDICAP RAMP (SHEET 3 OF 4)

D-08 ADA HANDICAP RAMP (SHEET 2 OF 4)

D-09 ADA HANDICAP RAMP (SHEET 1 OF 4)

D-10 PM (2)-12

D-11 PM (3)-12

D-12 PM (4)-12

D-13 PM (1)-12

D-14 SMD (GEN)-08

D-15 SMD (FRP)-08

D-16 SMD (TWT)-08

D-17 SMD (SLIP-3)-08

D-18 SMD (SLIP-2)-08

D-19 SMD (SLIP-1)-08

D-20 PCO (SHEET 1 OF 2)

D-21 PCO (SHEET 2 OF 2)

D-22 PB

D-23 PDD

D-24 CGT-PCO

D-25 PJB

D-26 PBGC

D-27 PAZD

D-28 HIL-AD-AAD

D-29 SCP-MD

D-30 WASTEWATER GENERAL NOTES

D-31 PVC EMBEDMENT AND BACKFILL DETAILS

D-32 FLUSH BLOCKING DETAIL

D-33 THRU CASING & AIR RELEASE VALVE

D-34 MANHOLE CONE & BASE DETAIL

D-35 MANHOLE BOTTOM & DROP CONNECTION

D-36 PRE-CAST & SHALLOW MANHOLE

D-37 MANHOLE FRAME COVER & COLLAR

D-38 MANHOLE FRAME COVER & SEWER CLEANOUT

D-39 SINGLE SERVICE & CLEANOUT CONNECTION

D-40 SHORT & LONG DUAL WASTEWATER SERVICE

D-41 GENERAL WATER NOTES DETAILS

D-42 RESIDENTIAL WATER SERVICE (SHEET 2 OF 2)

D-43 REINFORCED CONCRETE PIPE DETAILS

D-44 GATE VALVE DETAILS

D-45 FIRE HYDRANT ASSEMBLY DETAILS

D-46 FRENCH DRAIN DETAIL

LANDSCAPE

LS 1.0 OVERALL LANDSCAPE REFERENCE PLAN

LS 1.1 MATERIAL SCHEDULE AND NOTES

LS 1.2 LANDSCAPE PLAN

LS 1.3 LANDSCAPE PLAN

LS 1.4 LANDSCAPE PLAN

LS 1.5 LANDSCAPE PLAN

LS 1.6 LANDSCAPE PLAN

LS 1.7 LANDSCAPE PLAN

LS 1.8 LANDSCAPE PLAN

LS 1.9 LANDSCAPE PLAN

LS 1.10 LANDSCAPE PLAN

LS 1.11 LANDSCAPE PLAN

LS 1.12 LANDSCAPE PLAN

LS 1.13 LANDSCAPE DETAILS

LS 1.14 LANDSCAPE DETAILS

LS 1.15 LANDSCAPE DETAILS

LS 1.16 SITE FURNISHING DETAILS

LS 1.17 LANDSCAPE MAINTENANCE PLAN

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A. BIDDER/CONTRACTOR ELIGIBILITY

1. A NON-MANDATORY PRE-BID CONFERENCE WILL BE HELD PRIOR TO BID

OPENING FOR THE PROJECT.

B. GENERAL NOTES

1. ALL CONSTRUCTION FOR THIS PROJECT SHALL GENERALLY CONFORM TO THE

REQUIREMENTS OF THE TEXAS DEPARTMENT OF TRANSPORTATION STANDARD

SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS,

STREETS AND BRIDGES (2014 EDITION) UNLESS EXCEPTED OR NOTED ON THESE

PLANS.

2. ALL BARRICADES, SIGNS AND TRAFFIC CONTROL FOR THIS PROJECT SHALL

CONFORM TO THE LATEST EDITION OF THE TEXAS MANUAL ON UNIFORM

TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS.

3. THE BIDDERS FOR THIS PROJECT SHALL FAMILIARIZE THEMSELVES WITH ALL

REQUIREMENTS OF WORKING IN STATE AND CITY OF TEMPLE RIGHTS-OF-WAY

AND EASEMENTS. THE BIDDERS SHALL FAMILIARIZE THEMSELVES WITH ALL

INSURANCE REQUIREMENTS FOR SAID WORK AND SHALL INCLUDE IN THEIR BIDS,

INSURANCE COSTS AND INSURANCE PREMIUMS THAT PROVIDE FOR THE STATE

OF TEXAS, THE CITY OF TEMPLE, TEMPLE REINVESTMENT ZONE 1 AND THE

ENGINEER AS ADDITIONAL INSURED UNDER THE CONTRACTOR'S POLICIES.

4. THE CONTRACTOR SHALL IF REQUIRED PROVIDE THE CITY OF TEMPLE WITH A

BARRICADE, SIGNING AND TRAFFIC PLAN WHICH WILL INCLUDE HOW TRAFFIC

WILL BE HANDLED DURING CONSTRUCTION. THE BARRICADES, SIGNS AND

LIGHTS SHALL CONFORM TO THE LATEST EDITION OF THE TEXAS MANUAL ON

UNIFORM TRAFFIC CONTROL DEVICES FOR STREETS AND HIGHWAYS. THE PLAN

SHALL BE PREPARED BY A TEXAS REGISTERED PROFESSIONAL ENGINEER.

STANDARD TRAFFIC CONTROL PLANS HAVE BEEN PROVIDED. SHOULD THE

CONTRACTOR CHOOSE TO DEVIATE AND DEVELOP THEIR OWN TRAFFIC

CONTROL IT SHALL BE DESIGNED BY A LICENSED PROFESSIONAL ENGINEER IN

THE STATE OF TEXAS.

5. CONTRACTOR SHALL NOTIFY THE CITY OF TEMPLE A MINIMUM OF THREE (3)

WORKING DAYS (MONDAY-FRIDAY) IN ADVANCE OF CONSTRUCTION STARTUP,

FOLLOWED BY A LETTER OF CONFIRMATION. CONTRACTOR SHALL ALSO GIVE A

MINIMUM OF THREE (3) WORKING DAYS (MONDAY-FRIDAY) NOTICE TO ALL

AUTHORIZED INSPECTORS, SUPERINTENDENTS OR PERSONS IN CHARGE OR

PRIVATE AND PUBLIC UTILITIES AFFECTED BY HIS OPERATIONS PRIOR TO

COMMENCEMENT OF WORK. THE FOLLOWING ARE TELEPHONE NUMBERS OF THE

ENTITIES MOST LIKELY TO BE AFFECTED:

TEXAS ONE CALL 1-800-545-6005

TEXAS EXCAVATION SAFETY SYSTEM 1-800-344-8377

TXU ELECTRIC DELIVERY 1-512-244-5691

ATMOS ENERGY 1-866-332-8667

CITY OF TEMPLE, TEXAS 1-254-298-5611

CABLEVISION 1-254-778-9441

CENTROVISION 1-254-773-1163

SBC 1-254-954-4102 OR

1-800-669-8344

AT&T 1-800-252-1133

6. LOCATION OF EXISTING UTILITIES SHOWN ON THE PLANS WAS COMPILED FROM

RECORD INFORMATION. NO WARRANTY IS IMPLIED AS TO THE ACTUAL LOCATION

OF EXISTING UTILITIES. CONTRACTOR TO FIELD VERIFY LOCATIONS OF EXISTING

UTILITIES PRIOR TO THE COMMENCEMENT OF CONSTRUCTION. CONTRACTOR

SHALL CALL THE CITY OF TEMPLE AT (254) 298-5611. BY POT HOLING, IF THERE

ARE ANY CONFLICTS BETWEEN PROPOSED AND EXISTING UTILITIES, OR IF THE

EXISTING UTILITIES ARE IN ANY WAY DIFFERENT FROM WHAT IS SHOWN ON THE

DRAWINGS, THEN IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY

THE CITY OR OTHER AFFECTED UTILITY BEFORE PROCEEDING WITH ANY

CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RESOLVING

ALL CONFLICTS AT HIS EXPENSE. THE OWNER WILL CONSIDER ANY CONFLICTS

AT SAID LOCATIONS ON A CASE BY CASE BASIS IN ORDER TO DETERMINE IF THE

CONTRACTOR SHOULD BE REIMBURSED FOR HIS EXPENSE IN SOLVING SAID

CONFLICT.

7. CONTRACTOR SHALL MAKE ALL DUE PRECAUTIONS TO PROTECT EXISTING

FACILITIES FROM DAMAGE. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS

A RESULT OF THESE CONSTRUCTION OPERATIONS ARE TO BE REPAIRED

IMMEDIATELY BY THE CONTRACTOR TO AT LEAST THE PREEXISTING CONDITION

AT NO ADDITIONAL COST TO THE OWNER.

8. CONTRACTOR SHALL COORDINATE INTERRUPTIONS OF ALL UTILITIES AND

SERVICES WITH ALL APPLICABLE UTILITY COMPANY OR COMPANIES. ALL WORK

TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE UTILITY

COMPANY OR AGENCY INVOLVED.

9. WHEN UNLOCATED OR INCORRECTLY LOCATED UNDERGROUND PIPING OR A

BREAK IN A LINE OR OTHER UTILITIES AND SERVICES ARE ENCOUNTERED

DURING SITE WORK OPERATIONS, THE CONTRACTOR SHALL NOTIFY THE

APPLICABLE UTILITY COMPANY IMMEDIATELY TO OBTAIN PROCEDURE

DIRECTIONS. CONTRACTOR TO COOPERATE WITH THE APPLICABLE UTILITY

COMPANY IN MAINTAINING ACTIVE SERVICES IN OPERATION.

10. THE CONTRACTOR SHALL CONTACT THE CITY OF TEMPLE AT (254) 298-5611 FOR

EXISTING UTILITY LOCATIONS PRIOR TO ANY EXCAVATION. IN ADVANCE OF

CONSTRUCTION, THE CONTRACTOR IS TO VERIFY THE LOCATIONS OF ALL

UTILITIES TO BE EXTENDED, TIED TO OR ALTERED, OR SUBJECT TO

DAMAGE/INCONVENIENCE BY THE CONSTRUCTION OPERATIONS. THE CITY OF

TEMPLE WATER AND WASTEWATER MAINTENANCE RESPONSIBILITY ENDS AT

RIGHT-OF-WAY/EASEMENT LINES.

11. CONTRACTOR SHALL STRIP 6 INCHES OF TOPSOIL FROM ALL AREAS SUBJECT TO

GRADE MODIFICATIONS. REMOVE ANY AREA OF WEAK SOIL.

12. WITHIN CITY OF TEMPLE RIGHT-OF-WAY, RESIDENTIAL DRIVEWAYS ARE TO HAVE

A 10% MAXIMUM GRADE. NON RESIDENTIAL DRIVEWAYS ARE TO HAVE A 3%

MAXIMUM GRADE FOR THE FIRST THIRTY (30) FEET OFF THE EDGE OF

PAVEMENT.

13. HE CONTRACTOR SHALL PROTECT ALL EXISTING FENCES. IN THE EVENT THAT A

FENCE MUST BE REMOVED. THE CONTRACTOR SHALL REPLACE SAID FENCE OR

PORTION THEREOF WITH THE SAME TYPE OF FENCING TO A QUALITY OF EQUAL

OR BETTER THAN THE ORIGINAL FENCE. THIS WILL NOT BE A SEPARATE PAY

ITEM, UNLESS SPECIFICALLY NOTED ON THE CONSTRUCTION DRAWINGS.

14. THE CONTRACTOR SHALL MAKE AN EXAMINATION OF THE PROJECT SITE AND

COMPLETELY FAMILIARIZE HIMSELF WITH THE NATURE AND EXTENT OF THE

WORK TO BE ACCOMPLISHED. NO EXTRA COMPENSATION WILL BE ALLOWED

FOR DIFFERING SITE CONDITIONS( SUFACE OR SUB-SURFACE) ANY WORK MADE

NECESSARY BY UNUSUAL CONDITIONS OR OBSTACLES ENCOUNTERED DURING

THE PROGRESS OF THE WORK, WHICH CONDITIONS OR OBSTACLES ARE

READILY APPARENT UPON A VISIT TO THE SITE. IF THERE ARE ANY QUESTIONS

OF THIS REGARD OR IF THERE ARE ANY DISCREPANCIES BETWEEN THE PLANS

AND ACTUAL SITE CONDITIONS THE CONTRACTOR SHALL NOTIFY THE ENGINEER

PRIOR TO THE SUBMISSION OF BIDS.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION OF HIS MATERIALS

AND EQUIPMENT FROM THEFT, VANDALISM, ANIMALS, FIRE, ETC., WHILE SAID

MATERIALS AND EQUIPMENT ARE ON THE PROJECT WHETHER STORED OR

INSTALLED IN PLACE, UNTIL THE PROJECT HAS BEEN ACCEPTED BY THE CITY OF

TEMPLE.

16. UPON COMPLETION OF THE PROJECT, THE SITE(S) AS DEFINED HEREIN, SHALL

BE CLEANED OF ALL DEBRIS AND LEFT IN A NEAT AND PRESENTABLE CONDITION.

17. IN THOSE CASES WHERE FIXED FEATURES REQUIRE, THE DESIGN SLOPES

INDICATED HEREIN AND ON THE CROSS SECTIONS MAY BE MODIFIED IN THE

FIELD AS DETERMINED BY THE ENGINEER IF EXISTING CONDITIONS SO REQUIRE.

18. THE CONTRACTOR'S ATTENTION IS CALLED TO THE FACT THAT ALL ADJOINING

PAVEMENT SECTIONS SHALL BE PROTECTED DURING ALL PHASES OF

CONSTRUCTION AND ANY DAMAGES INCURRED DUE TO CONTRACTOR'S

OPERATION SHALL BE REPAIRED AND/OR REPLACED AT THE CONTRACTOR'S

EXPENSE.

19. WHERE EXISTING PAVEMENT ADJOINS NEW PAVEMENT, THE EXISTING

PAVEMENT SHALL BE SAWED TO A NEAT TRANSVERSE LINE TO PERMIT

ADEQUATE JOINING.

20. AT TIMES REQUESTED BY THE CONTRACTOR, THE CITY OF TEMPLE STREET

DEPARTMENT FORCES WILL REMOVE AND/OR RELOCATE EXISTING TRAFFIC

SIGNS. TWO DAYS NOTICE WILL BE REQUIRED.

21. ACCESS TO OFFICES, BUSINESSES AND DRIVEWAYS ALONG THE PROJECT MUST

RECEIVE PRIORITY BY THE CONTRACTOR.

22. EXISTING PAVING, BUILDINGS AND OTHER ITEMS SHOWN ON THE PLANS ARE

NOT SPECIFICALLY RELATED TO THE WORK OF THE CONTRACTOR AND IS FOR

INFORMATION ONLY, UNLESS OTHERWISE NOTED.

23. THE PROCUREMENT AND TRANSPORTATION OF WATER REQUIRED FOR

INCLUSION IN THE PROJECT IS THE RESPONSIBILITY OF THE CONTRACTOR.

24. ALL UTILITY TECHNICAL SPECIFICATIONS FOR THE CITY OF TEMPLE SHALL BE IN

ACCORDANCE WITH THE SPECIFICATIONS LISTED BELOW AND AMENDMENTS

INCLUDED HEREIN. THE TECHNICAL SPECIFICATIONS FROM "STANDARD

SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" (BLUE BOOK) BY THE

NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS:

NORTH CENTRAL TEXAS COUNCIL OF GOVERNMENTS

REGIONAL INFORMATION CENTER

P.O. BOX 5888 ARLINGTON, TEXAS 76005-5888

WILL BE USED ON THE PROJECT. COPIES MAY BE PURCHASED FROM THE

ABOVE ADDRESS OR REVIEWED AT THE CITY ENGINEERS OFFICE.

RESPONSIBILITY FOR UPDATING THESE COPIES WILL BE THE CONTRACTORS

RESPONSIBILITY.

C. CONSTRUCTION LAYOUT/PROJECT COORDINATION

1. CONTRACTOR SHALL LOCATE, PROTECT AND MAINTAIN BENCHMARKS,

MONUMENTS AND CONTROL POINTS. RE-ESTABLISHMENT OF DISTURBED OR

DESTROYED ITEMS SHALL BE ACCOMPLISHED BY A TEXAS REGISTERED

PROFESSIONAL LAND SURVEYOR AT NO COST TO THE OWNER.

2. PRE-CONSTRUCTION CONFERENCE

PRIOR TO BEGINNING WORK ON THE PROJECT AND SOON AFTER THE AWARD

OF THE CONTRACT, A CONFERENCE WILL BE HELD AMONG THE

REPRESENTATIVES OF THE CITY OF TEMPLE, THE ENGINEER, THE CONTRACTOR

AND ANY SUBCONTRACTOR THAT WILL BE INVOLVED IN THE WORK. AT THAT

TIME THE CONTRACTOR SHALL SUBMIT CHARTS OR BRIEFS, OUTLINING THE

MANNER OF EXECUTION OF THE WORK THAT IS INTENDED IN ORDER TO

COMPLETE THE SPECIFIED WORK WITHIN THE ALLOTTED TIME. THIS

CONFERENCE WILL MORE COMPLETELY ESTABLISH THE SEQUENCE OF WORK

TO BE FOLLOWED AND ESTABLISH THE ESTIMATED PROGRESS SCHEDULE FOR

COMPLETION OF THE VARIOUS TASKS. WHEN APPLICABLE, THE

PRE-CONSTRUCTION CONFERENCE WILL BE HELD ONLY AFTER INSTALLATION OF

THE EROSION AND SEDIMENTATION CONTROLS.

A. IN ADDITION, AT THIS CONFERENCE, THE CONTRACTOR SHALL BE

RESPONSIBLE FOR FURNISHING THE ENGINEER WITH ALL OF THE

FOLLOWING, AS SPECIFIED HEREIN OR AS DIRECTED BY THE ENGINEER:

a. SAMPLES OF ALL MATERIALS TO BE USED ON THE PROJECT WITH

IDENTIFICATION AS TO PRODUCT NAME; NAME, LOCATION, PHONE

NUMBER (INCLUDING AREA CODE) AND MAILING ADDRESS OF PRODUCT

SOURCE AND MANUFACTURER, IF DIFFERENT FROM SOURCE; CONTENT

OF PRODUCT; AMOUNT OF EACH INGREDIENT IN THE PRODUCT, AND

MANUFACTURER'S DIRECTIONS AS TO USE AND APPLICATION OF THE

PRODUCT, IF APPLICABLE.

b. MANUFACTURER'S LITERATURE OF ALL MATERIALS AND EQUIPMENT

INSTALLED ON THE PROJECT.

3. THE PLANS FOR THIS PROJECT SHOW PROPOSED ELEVATIONS, SLOPES AND

DIMENSIONS THAT ARE INTENDED FOR ACTUAL PLACEMENT. HOWEVER, THERE

MAY BE SOME INSTANCES WHERE EXISTING CONDITIONS MAKE IT IMPRACTICAL

TO ACHIEVE THE IDEAL. IN THOSE INSTANCES, THE ENGINEER WILL ASSIST THE

CONTRACTOR IN MAKING PROPER FIELD CHANGES TO BETTER ACCOUNT FOR

FIELD CONDITIONS.

4. THE CONTRACTOR FOR THE PROJECT WILL MARK THE LIMITS OF CONSTRUCTION

AND RIGHT-OF-WAY PRIOR TO COMMENCEMENT OF THE PROJECT. PRIVATE

PROPERTY SHALL BE OFF LIMITS UNLESS WRITTEN PERMISSION IS GIVEN TO THE

CONTRACTOR BY THE OWNER. THE CITY OF TEMPLE WILL NOT BE RESPONSIBLE

FOR ANY CONTRACTOR OPERATIONS OFF OF THE PROJECT SITE.

D. SITE GRADING/CONNECTION NOTES

1. CONTRACTOR SHALL CONTROL DUST CAUSED BY THE WORK AND COMPLY WITH

POLLUTION CONTROL REGULATIONS OF GOVERNING AUTHORITIES. THIS SHALL

BE SUBSIDIARY TO THE PROJECT.

2. CONTRACTOR SHALL REMOVE BUILT UP MATERIAL ON ADJACENT PUBLIC

ROADWAYS RESULTING FROM HIS WORK. CLEANING TO BE AT LEAST ONCE A

DAY. THIS SHALL BE SUBSIDIARY TO THE PROJECT.

3. CONTRACTOR SHALL NOT STOCKPILE MATERIAL WITHIN THE 100 YEAR FLOOD

PLAIN. FOR THE LIMITS OF THIS PROJECT THERE IS NOT A 100 YEAR FLOOD

PLAIN.

4. THIS PROJECT IS A UNIT PRICE PROJECT AND PAYMENTS SHALL BE MADE AT THE

UNIT PRICE AND QUANTITY FOR ITEMS CONSTRUCTED AND/OR INSTALLED.

5. THE SUCCESSFUL CONTRACTOR SHALL DEVELOP A PROJECT SCHEDULE FOR

THE PROJECT IN PRIMAVERA, MICROSOFT OFFICE, EXCEL, OR OTHER SOFTWARE

THAT ILLUSTRATES THE TASKS TO COMPLETE THE PROJECT WITH A CRITICAL

PATH. THE SCHEDULE SHALL BE MAINTAINED THROUGHOUT THE PROJECT AND

THE CONTRACTOR SHALL BE PREPARED TO REVIEW AND DISCUSS THE

SCHEDULE AT THE CONSTRUCTION PROGRESS MEETINGS. CONSTRUCTION

PROGRESS MEETINGS WILL BE HELD AT A MINIMUM OF ONCE PER MONTH AND

THE CITY RESERVES THE RIGHT TO HAVE CONSTRUCTION PROGRESS MEETINGS

AS REGULARLY AS THEY DEEM NECESSARY. THIS SHALL BE SUBSIDIARY TO THE

PROJECT.

6. ALL HYDRO MULCH ON THIS PROJECT SHALL BE INSTALLED UTILIZING HIGH

PERFORMANCE - FLEXIBLE GROWTH MEDIUM. THE SPECIFICATION FOR HIGH

PERFORMANCE - FLEXIBLE GROWTH MEDIUM IS INCLUDED IN THE

SPECIFICATIONS AND CONTRACT DOCUMENT BOOK FOR THIS PROJECT. ALL

ELEMENTS OF THE SPECIFICATION SHALL BE PERFORMED AND INCLUDED IN THE

PROJECT. ALL BID ITEMS FOR FURNISHING AND INSTALLING HYDRO-MULCH

SHALL INCLUDE HIGH PERFORMANCE - FLEXIBLE GROWTH MEDIUM, WATER TO

ESTABLISH AND MAINTAIN GRASS AND FINAL MOWING PRIOR TO ACCEPTANCE.

THIS PHASE OF THIS PROJECT DOES NOT SPECIFICALLY REQUIRE

REVEGITATION. IF THE CONTRACTOR UTILIZES ANY LAYDOWN OR STAGING AREA

THAT REQUIRES REVEGITATION IT SHALL FOLLOW THIS NOTE AND BE AT THE

COST OF THE CONTRACTOR

7. ALL STORAGE AREAS FOR MATERIALS AND EQUIPMENT OR OTHER AREAS

DISTURBED BY THE CONTRACTOR IN THE CONSTRUCTION OF THIS PROJECT

THAT ARE OUTSIDE OF THE AREA TO REMAIN NON-VEGETATED SHALL BE

RE-VEGETATED AT NO EXPENSE TO THE CITY.

8. THE CONTRACTOR SHALL NOTIFY AFFECTED PROPERTY OWNERS A MINIMUM OF

1 WEEK PRIOR TO THE START OF CONSTRUCTION IN AND AROUND THEIR

RESPECTIVE PROPERTIES.

9. INCLUDED WITH THE DESIGN PACKAGE ARE THE DESIGN AUTOCAD FILES THAT

INCLUDES EXISTING SURFACE AND PROPOSED SURFACE. USE OF THE AUTOCAD

FILE IS AT THE RISK OF THE BIDDERS. NO WARRANTY IS ISSUED BY THE DESIGN

ENGINEER OR THE CITY FOR USE OF THIS FILE.

10. ALL WATER VALVES, WATER METERS, MANHOLES, HAND HOLES, JUNCTION

BOXES, ETC. THAT ARE IN THE AREA OF CONSTRUCTION SHALL BE ADJUSTED TO

THE FINAL GRADE OF INFRASTRUCTURE. THIS SHALL BE SUBSIDIARY TO THE

PROJECT.

11. ALL WATER SERVICES SHALL BE HDPE AS SHOWN IN THE DETAILS. THE

CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING ALL WATER METERS

AND INSTALLING ALL ITEMS AND APPARATUS REQUIRED BY THE CITY OF TEMPLE

AND OTHER REGULATORY AGENCIES FOR WATER SERVICE INSTALLATIONS.

12. ALL ASPHALT PAVING SHALL RECEIVE PRIME COAT AND TACK COAT AS

APPROPRIATE. THIS SHALL BE SUBSIDIARY TO THE RESPECTIVE ASPHALT BID

ITEMS.

13. THERE MAY BE INSTANCES IN WHICH FIELD ADJUSTMENTS OR CHANGES WILL BE

REQUIRED FOR CONSTRUCTION OF THIS PROJECT. IN THOSE INSTANCES, THE

CONTRACTOR SHALL WORK WITH THE ENGINEER TO MAKE FIELD ADJUSTMENTS

IN ORDER TO SUCCESSFULLY COMPLETE THE PROJECT. THESE ADJUSTMENTS

WILL BE PAID UTILIZING EXISTING BID PRICES AT THE UNIT PRICE BID AND

QUANTITY INSTALLED. IN THE EVENT THERE IS NOT A BID ITEM FOR A

CONSTRUCTION TASK, A CHANGE ORDER WILL BE ISSUED.

14. CURB INLETS THAT EXTEND INTO THE SIDEWALKS SHALL BE INCORPORATED

AND MEET ALL ADA STANDARDS. THIS SHALL BE SUBSIDIARY TO THE PROJECT.

15. ALL STORM WATER JUNCTION BOXES AND INLETS SHALL INCLUDE MANHOLES

AND SHALL BE SUBSIDIARY TO THE APPROPRIATE BID ITEM FOR JUNCTION

BOXES AND INLETS.

16. ALL DEWATERING FOR CONSTRUCTION SHALL BE SUBSIDIARY TO THE PROJECT.

17. THE SUCCESSFUL CONTRACTOR SHALL PERFORM MOWING OF THE VEGETATION

ONCE GRASS HAS REACHED A HEIGHT OF 3 INCHES AND A FINAL MOWING OF

THE PROJECT PRIOR TO ACCEPTANCE. THIS SHALL BE SUBSIDIARY TO THE

PROJECT.

GENERAL NOTES 1APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

DEVIN J PATIN, EIT

18-116

Fabian Gomez

CITY OF TEMPLE, TEXAS

AVENUE A PHASE I IMPROVEMENTSKASBERG, PATRICK & ASSOCIATES, LP

CONSULTING ENGINEERS

TEMPLE, TEXAS 76501© 2026 Kasberg, Patrick & Associates, LP

KPA Firm Registration Number F-510

BYREVISIONDATENO.

This document is released for the purpose of interim review under the authority of R. David Patrick, P.E. 82638 on January 27, 2026 It is not to be used for construction, bidding or permit purposes. 01-27-2026

Plot Date:

1/27/2026 11:47:40 AM

Plotted By:

FGOMEZ

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G. CONCRETE FOR CONSTRUCTION (CONTINUED)

1. CONCRETE RIP RAP SHALL BE 4-INCHES IN THICKNESS, CLASS "A" CONCRETE

WITH #4 BARS 16" ON CENTER EACH WAY. FINISHED CONCRETE SHALL RECEIVE

A BROOM FINISH AND BE SPRAYED WITH TYPE 2 MEMBRANE CURING

COMPOUND. THE RIP RAP SHALL BE PLACED WITH A 24-INCH DEPTH BY 6-INCH

WIDE TOE DITCH AT THE BOTTOM OF SLOPE EDGE AND WITH AN 18-INCH DEPTH

BY 6-INCH WIDE TOE DITCH AT THE TOP OF SLOPE EDGE AND ALONG THE EDGE

OF THE SLOPE, UNLESS OTHERWISE NOTED ON THE PLANS.

2. ALL EXPANSION JOINT MATERIAL FOR DRIVEWAY AND SIDEWALK INSTALLATIONS

SHALL BE GRADE 1 5. REDWOOD (1/2" x 3 1/2" DIMENSION).

3. ALL REINFORCING STEEL FOR CONCRETE SHALL MEET ASTM A 615, GRADE 60.

4. PRE-CAST INLETS, JUNCTION BOXES, MANHOLES AND BOX CULVERTS ARE

ALLOWABLE ON THIS PROJECT. HOWEVER, ALL SUPPLIER SUBMITTALS WILL BE

REQUIRED AND THE OWNER RESERVES THE RIGHT TO CHANGE ELEVATIONS

AND SLOPES OF, TO AND FROM EACH PROPOSED STRUCTURE AT ANY TIME.

G. JOB SITE SAFETY NOTES

1. ALL CONSTRUCTION OPERATIONS FOR THIS PROJECT SHALL BE ACCOMPLISHED

IN ACCORDANCE WITH APPLICABLE REGULATIONS OF THE UNITED STATES

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA). COPIES OF THE

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

OFFICE; INFORMATION AND RELATED REFERENCE MATERIALS MAY BE OBTAINED

FROM OSHA: 903 SAN JACINTO; AUSTIN, TEXAS.

2. THESE PLANS, PREPARED BY KASBERG, PATRICK & ASSOCIATES, LP, DO NOT

EXTEND TO OR INCLUDE DESIGNS OR SYSTEMS PERTAINING TO THE SAFETY OF

THE CONTRACTOR OR HIS EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE

PERFORMANCE OF THE WORK. THE SEAL OF KASBERG, PATRICK & ASSOCIATES,

LP, REGISTERED PROFESSIONAL ENGINEER(S) HEREON DOES NOT EXTEND TO

ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE

INCORPORATED IN THE WORK.

3. THE CONTRACTOR SHALL PROVIDE A TRENCH SAFETY PLAN SIGNED AND

SEALED BY LICENSED ENGINEER IN THE STATE OF TEXAS TO THE CITY OF

TEMPLE FOR RECORD PURPOSES, AS REQUIRED BY THE LAWS OF THE STATE

OF TEXAS. IMPLEMENTATION OF THE SUBMITTED TRENCH SAFETY PLAN SHALL

BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR.

4. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ALL JOB SITE

SAFETY, FOR MANAGEMENT OF JOB SITE PERSONNEL, FOR SUPERVISION OF THE

USE OF JOB SITE EQUIPMENT AND FOR DIRECTION OF ALL CONSTRUCTION

PROCEDURES, METHODS AND ELEMENTS REQUIRED TO COMPLETE THE

CONSTRUCTION OF THE PROPOSED IMPROVEMENTS.

5. BLASTING IS NOT PERMITTED ON THIS PROJECT.

6. IN ADDITION TO OTHER SAFETY REQUIREMENTS, ALL TRUCKS USED FOR

HAULING MATERIAL AND/OR EQUIPMENT TO AND/OR FROM THIS PROJECT SHALL

BE EQUIPPED WITH AN AUDIBLE BACKUP WARNING DEVICE THAT IS IN GOOD

OPERATING CONDITION.

7. ADVISORY SPEED LIMIT SIGNS SHALL BE PLACED AS DIRECTED BY THE CITY OF

TEMPLE AND/OR THE TEXAS DEPARTMENT OF TRANSPORTATION. THE LOCATION

AND SPEED WILL BE DETERMINED BY THOSE TWO ENTITIES IN ORDER TO FIT

PROJECT CONDITIONS.

8. PROTECTION OF VEHICULAR AND PEDESTRIAN TRAFFIC IS OF THE UTMOST

IMPORTANCE FOR THE PROJECT. THE TRAFFIC CONTROL AND SEQUENCE OF

CONSTRUCTION PLAN SHALL ADDRESS ALL ANTICIPATED SITUATIONS IN THIS

REGARD WITH SUFFICIENT DETAIL. THE CONTRACTORS PLAN WILL BE REVIEWED

BY LOCAL TxDOT OFFICIALS AND THE CITY OF TEMPLE.

H. ENVIRONMENTAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING AND MAINTAINING SANITARY

FACILITIES ON THIS PROJECT FOR EMPLOYEES.

2. CONTRACTOR SHALL NOT PLACE ASPHALT PRODUCTS ON THE GROUND WITHIN

48 HOURS OF FORECASTED RAIN.

3. CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE LOCAL, STATE, AND

FEDERAL REQUIREMENTS REGARDING EXCESS AND WASTE MATERIAL,

INCLUDING METHODS OF HANDLING AND DISPOSAL.

4. CONTRACTOR SHALL MAINTAIN ACCESS TO PUBLIC AND PRIVATE FACILITIES

DURING CONSTRUCTION. CONSTRUCTION ACTIVITIES TO BE COORDINATED WITH

THE CITY OF TEMPLE. THIS SHALL BE SOLE RESPONSIBLITY OF THE

CONTRACTOR.

5. CONTRACTOR SHALL LOCATE MATERIAL STORAGE AREAS AWAY FROM STORM

WATER CONVEYANCE SYSTEMS. CONTRACTOR TO PROVIDE PROTECTED

STORAGE AREAS FOR CHEMICALS, PAINTS, SOLVENTS, FERTILIZERS AND OTHER

POTENTIALLY TOXIC MATERIALS.

6. NO OPEN BURNING IS ALLOWED WITHIN THE TEMPLE CITY LIMITS. BURNING IS

ALLOWED IN BELL COUNTY BY AIR CURTAIN DESTRUCTORS METHOD AND PRIOR

WRITTEN APPROVAL FROM APPLICABLE GOVERNMENT AGENCIES AT THE

CONTRACTOR'S EXPENSE. THE CONTRACTOR CAN HAUL CLEARED VEGETATION

TO AN ACCEPTABLE OFF-SITE LOCATION WITH WRITTEN APPROVAL BY THE

OWNER'S REPRESENTATIVE. PRIOR TO CONSTRUCTION THE CONTRACTOR

MUST DESIGNATE TO THE CITY OF TEMPLE REPRESENTATIVE WHICH METHOD

WILL BE USED FOR DISPOSAL OF CLEARED VEGETATION.

7. FUEL STORAGE IS NOT ALLOWED ON THIS PROJECT.

8. CONTRACTOR SHALL ADVISE OWNER IMMEDIATELY, VERBALLY AND IN WRITING,

OF ANY FUEL OR TOXIC MATERIAL SPILLS ONTO THE PROJECT CONSTRUCTION

AREA AND THE ACTIONS TO BE TAKEN TO REMEDY THE PROBLEM.

9. CONTRACTOR IS RESPONSIBLE FOR DISPOSING OF HIS FUELS, MATERIALS AND

CONTAMINATED EXCAVATIONS IN A LEGALLY APPROVED MANNER.

10. CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH ALL APPLICABLE

ENVIRONMENTAL LAWS.

11. IN THE EVENT THAT SITE GRADING AND/OR EXCAVATION REVEALS WHAT MIGHT

BE HAZARDOUS MATERIALS, ALL CONSTRUCTION OPERATIONS SHALL CEASE.

THE CITY OF TEMPLE FIRE DEPARTMENT, FIRE CHIEF AND CITY ENGINEER SHALL

BE CALLED TO THE SITE TO EVALUATE THE SITUATION. IF REQUIRED, THE CITY

OF TEMPLE WILL AUTHORIZE THE HAZARDOUS MATERIALS RESPONSE

COMPANY WHICH IS UNDER CONTRACT WITH THE CITY OF TEMPLE TO BEGIN

REMEDIATION OF THE SITUATION. AT THAT SAME TIME, THE CITY OF TEMPLE

WILL DETERMINE WHAT CONSTRUCTION ACTIVITIES MAY CONTINUE THAT

WOULD NOT ENDANGER CONSTRUCTION WORKERS OR CITIZENS.

12. CONTRACTOR SHALL COPY THE CITY OF TEMPLE AND THE ENGINEER ON SWPPP,

NOI, AND NOT.

13. TEMPLE TRACTS ARE TO BE FENCED OFF DURING CONSTRUCTION AND

AVAILABLE TO CONSTRUCTION CREWS FOR STAGING.

I. PROJECT DOCUMENTATION

1. ALL BOUNDARY AND TOPOGRAPHIC SURVEY SERVICES FOR THIS PROJECT

WERE PROVIDED BY ALL COUNTY SURVEYING, INC. OF TEMPLE, TEXAS.

2. GEOTECHNICAL INVESTIGATION AND REPORT WERE PROVIDED BY LANGERMAN

FOSTER ENGINEERING COMPANY OF WACO, TEXAS.

J. SIDEWALK/ADA

1. THE SIDEWALK SHALL COMPLY WITH SECTION 403 OF THE TEXAS ACCESSIBILITY

STANDARDS.

2. THE RUNNING SLOPE OF THE PROPOSED SIDEWALK SHALL NOT BE STEEPER

THAN 1:20 (5%)

3. THE CROSS SLOPE OF THE SIDEWALK SHALL NOT BE STEEPER THAN 1:48 (2.08%)

4. THE MAXIMUM ALLOWABLE VERTICAL CHANGE IS 1/4 - INCH.

K. PAVEMENT STRUCTURE SPECIFICATIONS / NOTES

1. THE DETAIL FOR THE PAVEMENT STRUCTURE FOR THIS PROJECT IS SHOWN ON

OTHER PLAN SHEETS.

2. SINCE SOME VARIATION WAS FOUND IN SUBSURFACE CONDITIONS AT BORING

LOCATIONS, ALL PARTIES INVOLVED SHOULD BE AWARE THAT EVEN MORE

VARIATION MAY BE ENCOUNTERED BETWEEN BORING LOCATIONS. STATEMENTS

IN THE GEOTECHNICAL REPORT FOR THE PROJECT AS TO SUBSURFACE OVER

GIVEN AREAS ARE INTENDED ONLY AS ESTIMATIONS BASED ON DATA OBTAINED

AT SPECIFIC BORING LOCATIONS.

3. SUBGRADE FOR DRIVEWAYS SHALL BE PREPARED BY PROOFROLLING EXISTING

SUBGRADE TO DETECT SOFT SPOTS. ANY SOFT SPOTS SHOULD BE REMOVED TO

A DEPTH OF 8-12 INCHES AND REPLACED WITH SELECT FILL. SELECT FILL SHALL

BE TAMPED TO 95% MODIFIED PROCTOR.

21. REQUIRED FILL EMBANKMENT OUTSIDE OF THE ROADWAY SHALL BE PLACED

AND COMPACTED PER TECHNICAL SPECIFICATIONS OR MAXIMUM 6 INCH LOOSE

LIFTS AND COMPACTED TO MINIMUM 95% STANDARD PROCTOR DENSITY AT

OPTIMUM MOISTURE TO +2%. IF NOT OTHERWISE SPECIFIED.

22. ANY EXISTING PAVEMENT, CURBS, AND/OR SIDEWALK DAMAGED OR REMOVED

BY THE CONTRACTOR THAT ARE NOT A PART OF THIS CONTRACT ARE TO BE

REPAIRED BY THE CONTRACTOR TO AT LEAST THE PREEXISTING CONDITION AT

HIS EXPENSE BEFORE ACCEPTANCE OF THE WORK.

23. MAKE CONNECTION BETWEEN NEW AND EXISTING ASPHALT STREETS BY

REMOVING EXISTING STREET FROM THE END OF EXISTING PAVEMENT UNTIL

FULL DEPTH BASE AND HMAC ARE ENCOUNTERED AND HMAC APPEARS TO BE

IN SOUND CONDITION. PROVIDE EXPANSION JOINTS AND DOWELS WHERE

CONNECTING EXISTING CURB TO NEW CONSTRUCTION.

24. AT INTERSECTIONS WHICH HAVE VALLEY DRAINAGE THE CROWN OF THE

INTERSECTING STREETS TO CULMINATE IN A DISTANCE OF 40 FEET FROM THE

INTERSECTING CURB LINE, UNLESS OTHERWISE NOTED OR DIRECTED BY THE

ENGINEER.

25. UNLESS OCCURRING AT AN EXPANSION JOINT, MAKE CONNECTION BETWEEN

NEW AND EXISTING SIDEWALK BY EXPOSING AND CLEANING A ONE FOOT

LENGTH OF WELDED WIRE REINFORCEMENT AND LAPPING NEW

REINFORCEMENT ONTO THIS LENGTH.

26. STREETS SHALL BE CUT AND/OR FILLED TO SUBGRADE PRIOR TO UTILITY

CONSTRUCTION.

E. TESTING AND SUBMITTALS

1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING MATERIAL

SAMPLES AS WELL AS ANY MANUFACTURERS LITERATURE OF MATERIALS USED ON

THIS PROJECT AS REQUIRED BY THE ENGINEER. ANY COSTS ASSOCIATED WITH ANY

SAMPLING AND TESTING SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.

THESE COSTS SHALL BE CONSIDERED AS INCIDENTAL AND THE CONTRACTOR WILL

NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION.

2. CONTRACTOR SHALL COORDINATE ALL MATERIALS TESTING WITH THE CITY OF

TEMPLE CONSTRUCTION REPRESENTATIVE AND THE CITY TESTING COMPANY,

INCLUDING SOIL DENSITY TESTS AND RELATED SOILS ANALYSIS. TESTS TO BE

ACCOMPLISHED BY AN INDEPENDENT LABORATORY UNDER CONTRACT WITH THE

CITY OF TEMPLE, AT THE FREQUENCY, TIME AND LOCATION AS SPECIFIED IN THE

TECHNICAL SPECIFICATIONS. A COPY OF THE TEST RESULTS TO BE FORWARDED TO

THE CITY OF TEMPLE, THE OWNERS REPRESENTATIVE, AND THE CONTRACTOR.

TESTS WHICH SHOW UNSATISFACTORY RESULTS ARE TO BE REPEATED AT THE

EXPENSE OF THE CONTRACTOR SUBSEQUENT TO THE CONTRACTOR'S REMEDIAL

ACTIVITIES.

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR ALL CHARGES

OF TESTING LABORATORIES FOR SERVICES IN CONNECTION WITH INITIAL TESTS

MADE ON ALL IMPORTED MATERIALS TO THE PROJECT SITES INCLUDING BUT NOT

LIMITED TO EMBEDMENT MATERIALS, FILL MATERIAL, BACKFILL MATERIAL, SELECT

MATERIAL, CRUSHED LIMESTONE BASE, SUBBASE, CONCRETE, STEEL, WOOD FORMS,

LIQUID ASPHALT, AGGREGATE, WATER, CEMENT, CURING COMPOUND, GUARD RAIL,

HOT MIX, ETC.

4. THE TESTS FOR WHICH THE CONTRACTOR WILL TYPICALLY BE RESPONSIBLE

ARE ATTERBERG LIMITS, SIEVE ANALYSIS, PLASTICITY INDICES, MIX DESIGN,

CALIFORNIA BEARING RATIOS, TRIAXIAL TESTING, PROCTORS (MOISTURE DENSITY

CURVES) AND ALL TESTS REQUIRED BY THE SPECIFICATIONS THAT PROVE THE

MATERIAL BROUGHT TO THE PROJECT SITES MEETS OR EXCEEDS THE

SPECIFICATIONS AND CONTRACT DOCUMENTS. THE CITY OF TEMPLE WILL PAY ALL

THE CHARGES OF TESTING LABORATORIES FOR SERVICES IN CONNECTION WITH IN

PLACE FIELD DENSITIES, CONCRETE CYLINDERS TESTING, HMAC DENSITY TESTS

AND ANY IN PLACE TEST REQUIRED FOR QUALITY ASSURANCE. RETESTING AFTER

FAILURE OF INPLACE TESTS SHALL BE AT THE EXPENSE OF THE CONTRACTOR.

F. CONCRETE FOR CONSTRUCTION

1. THE CONCRETE FOR ALL VALLEY GUTTERS, RADIUS UNITS, DRIVEWAYS, BOX

CULVERTS, APRONS, 1. HEADWALLS, AND WING WALLS SHALL BE A MINIMUM 28-DAY

COMPRESSIVE STRENGTH OF 3000 P.S.I., A MINIMUM 7-DAY FLEXURAL STRENGTH OF

510 P.S.I., A MAXIMUM WATER TO CEMENT RATIO OF 6.0 GALLONS PER SACK AND BE

A MINIMUM (6) SIX SACKS PER CUBIC YARD OF CONCRETE SHALL BE REQUIRED

UNLESS OTHER WISE SPECIFIED IN PLANS. ALL OTHER CONCRETE SHALL BE AS

SPECIFIED ON THE PLANS.

2. TYPE 2 MEMBRANE CURING COMPOUND (WHITE PIGMENTED) SHALL BE USED

FOR THIS PROJECT.

3. ALL CONCRETE SHALL BE CURED IN ACCORDANCE WITH THE REQUIREMENTS

OF TxDOT ITEM 526 "MEMBRANE CURING".

L. STORMWATER POLLUTION PREVENTION PLAN (SW3P)

1. CONTRACTOR SHALL PREPARE A STORMWATER POLLUTION PREVENTION PLAN

(SW3P) FOR THE PROJECT. THE ENGINEER HAS INCORPORATED IN THESE

CONSTRUCTION DRAWINGS SOME MINIMUM STORM WATER CONTROLS THAT

SHOULD BE INCLUDED INTO THE CONTRACTOR'S PLANS.

2. CONTRACTOR SHALL SUBMIT THE SW3P TO THE TEXAS COMMISSION ON

ENVIRONMENTAL QUALITY (TCEQ), THE ENGINEER AND THE CITY OF TEMPLE,

COMPLETE THE NOTICE OF INTENT (NOI) AND FORWARD THE NOTICE OF

TERMINATION (NOT) WHEN THE PROJECT IS COMPLETED AND ACCEPTED BY THE

CITY OF TEMPLE, TEXAS.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTING, MAINTAINING,

REPORTING AND INSPECTION OF THE WATER POLLUTION ABATEMENT PLAN AND

INSTALLED CONTROLS.

4. AFTER PERMANENT EROSION CONTROL HAS BEEN ESTABLISHED THE

CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION CONTROL DEVICES.

THIS SHALL BE SUBSIDIARY TO THE EROSION CONTROL PAY ITEMS.

M. BID SCHEDULE NOTES

1. THE BID SCHEDULE CONTAINS A BID ITEM FOR PAYMENT TO THE CONTRACTOR

FOR PROVIDING RECORD DRAWINGS (AS-BUILTS) FOR THIS PROJECT. FINAL

PAYMENT FOR THE PROJECT WILL NOT BE RELEASED BY THE CITY OF TEMPLE

UNTIL THE RECORD DRAWINGS ARE DELIVERED TO THE ENGINEER IN AN

ACCEPTABLE, LEGIBLE CONDITION.

WATERLINE

1. ALL TESTING SHALL BE IN COMPLIANCE WITH CURRENT TCEQ REGULATIONS,

AND TECHNICAL SPECIFICATIONS.

2. ALL WATER LINES SHALL BE CONSTRUCTED IN ACCORDANCE WITH CURRENT

TCEQ REGULATIONS, CHAPTER 290.

3. ALL FIRE HYDRANTS TO BE CITY OF TEMPLE STANDARD FIRE HYDRANT TYPE B,

UNLESS OTHERWISE NOTED.

4. PIPE MATERIAL FOR 3" AND SMALLER WATER LINES SHALL BE DR-21 PVC, CLASS

200. PIPE MATERIAL FOR 4-INCH TO 12-INCH WATER LINES SHALL BE PVC, AWWA

C900, CLASS 150, DR-18 OR CLASS 250 DUCTILE IRON PIPE. PIPE MATERIAL FOR

14-INCH AND LARGER WATER LINES SHALL BE PVC, AWWA C905, CLASS 150,

DR-18 OR CLASS 250 DUCTILE IRON PIPE.

5. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL SUBMIT A PLAN FOR TIE-INS

AND FLUSHING FOR APPROVAL BY OWNER. SCHEDULE SHALL BE CONFIRMED

WITH THE CITY 48 HOURS PRIOR TO ACTIVITY.

P. RAIN/WEATHER DAYS

1. THIS PROJECT IS A CALENDAR DAY PROJECT AND WILL ALLOW SUBMITTAL OF

WEATHER DAYS. THE CITY OF TEMPLE REQUIRES THAT THE AVERAGE RAIN DAYS

IN A MONTH BE EXCEEDED BEFORE ANY WEATHER DAYS ARE ADDED TO THE

PROJECT. A WEATHER DAY SHALL BE CONSIDERED ANY DAY WITH ANY AMOUNT

OF PRECIPITATION. IN ORDER TO SUBMIT FOR ADDITIONAL DAYS FOR WEATHER,

THE CONTRACTOR SHALL TRACK THE PRECIPITATION ON THE PROJECT SITE

AND SUBMIT THE DAYS OF PRECIPIATION MONTHLY AND INCLUDE THE AVERAGE

PRECIPITATION DAYS FOR THAT MONTH AS SHOWN IN THE TABLE BELOW. ONLY

DAYS IN EXCESS OF THE AVERAGE PRECIPITATION FOR THE MONTH WILL BE

ALLOWED FOR ADDITIONAL DAYS DUE TO WEATHER. AVERAGE RAIN DAYS SHALL

BE AS FOLLOWS:

AVERAGE RAIN DAYS

JANUARY - 7 DAYS JULY - 6 DAYS

FEBRUARY - 7 DAYS AUGUST - 5 DAYS

MARCH - 7 DAYS SEPTEMBER- 7 DAYS

APRIL - 7 DAYS OCTOBER - 7 DAYS

MAY - 8 DAYS NOVEMBER - 7 DAYS

JUNE - 6 DAYS DECEMBER - 7 DAYS

GENERAL NOTES 2APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

DEVIN J PATIN, EIT

18-116

Fabian Gomez

CITY OF TEMPLE, TEXAS

AVENUE A PHASE I IMPROVEMENTSKASBERG, PATRICK & ASSOCIATES, LP

CONSULTING ENGINEERS

TEMPLE, TEXAS 76501© 2026 Kasberg, Patrick & Associates, LP

KPA Firm Registration Number F-510

BYREVISIONDATENO.

This document is released for the purpose of interim review under the authority of R. David Patrick, P.E. 82638 on January 27, 2026 It is not to be used for construction, bidding or permit purposes. 01-27-2026

Plot Date:

1/27/2026 11:47:40 AM

Plotted By:

FGOMEZ

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ASPH

725.962

SW1274

725.276

ASPH

726.274

SW1276

725.652

ASPH

726.466

SW1278

726.007

ASPH

726.588

SW

724.440

724.675

SW

724.187

SW

724.351

SW-SWALE

724.448

SW 1328

724.476

SW

724.559

SW1334

724.696

SW

724.713

SW

724.705

SW

724.583

ASPH

724.503

ASPH 1341

724.012

NG

724.055

NG

724.656

SW

724.675

SW

724.777

SW

723.963

NG

724.571

SW

724.585

SW

724.274

NG

724.283

NG

724.682

DOOR THRESHOLD

724.633

DOOR THRESHOLD

723.915

BLDG CNR-NG

721.939

SW

721.617

SW1356

721.469

SW

720.559

ASPH

720.997

ASPH

721.114

ASPH

720.804

ASPH1361

720.071

ASPH

720.610

SW

720.610

SW

720.570

SW

726.342

SW

726.506

SW

726.069

NG

725.954

NG

DOOR THRESHOLD1372

726.547

DOOR THRESHOLD726.506

DOOR THRESHOLD

726.571

R THRESHOLDDOOR THRESHOLD726.996

DOOR THRESHOLD

724.521

SW

724.493

SW724.491

BLDG CNR

8'' WW 8'' WW 8'' WW 8'' WW 8'' WW

10'' WW 10'' WW 10'' WW 10'' WW 10'' WW

6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 12'' W 12'' W 12'' W 12'' W 12'' W

8' ' W

8' ' W

8' ' W

8' ' W

8' ' W

8' ' W

8' ' W

8' ' W

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BEGIN STA. 21+13.00

N 10374681.35 E 3233297.63

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N 10374776.36 E 3233500.25

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SHEET NO.

G-04 OF

08 SHEETSGENERAL SHEETS

PROPOSED OVERALL LAYOUT

N O R T H

MILL AND LAYOVER

LEGEND

CONCRETE

CROSSWALKS

LANDSCAPE AREAS

PROPOSED

4TH STREET

ALIGNMENT

PROPOSED

AVENUE A

ALIGNMENT

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

DEVIN J PATIN, EIT

18-116

Fabian Gomez

CITY OF TEMPLE, TEXAS

AVENUE A PHASE I IMPROVEMENTSKASBERG, PATRICK & ASSOCIATES, LP

CONSULTING ENGINEERS

TEMPLE, TEXAS 76501© 2026 Kasberg, Patrick & Associates, LP

KPA Firm Registration Number F-510

BYREVISIONDATENO.

01-27-2026

Plot Date:

1/27/2026 11:47:43 AM

Plotted By:

FGOMEZ

PROPOSED

WL - B

ALIGNMENT

PROPOSED

WL- A

ALIGNMENT

PROPOSED

WW - A

ALIGNMENT

PROPOSED

ST - A

ALIGNMENT

PROPOSED

ST - B

ALIGNMENT

PROPOSED

ST - C

ALIGNMENT

PAVEMENT SECTION

AutoCAD SHX Text Finish Floor Elev=716.89'

AutoCAD SHX Text Finish Floor Elev=716.81'

AutoCAD SHX Text Finish Floor Elev=713.55'

AutoCAD SHX Text Finish Floor Elev=709.27'

AutoCAD SHX Text Finish Floor Elev=710.39'

AutoCAD SHX Text Finish Floor Elev=716.89'

AutoCAD SHX Text Finish Floor Elev=716.81'

AutoCAD SHX Text Finish Floor Elev=713.55'

AutoCAD SHX Text Finish Floor Elev=710.39'

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R. DAVID PATRICK

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TYPICAL SECTION - 4TH

NOT TO SCALE

2' 12'

LANE

34'

3'

2'12'

LANE

3'

CURB & GUTTER

(TYP)

1.00%

PGL

1.00%

4" HMAC TYPE "B"

9" CRUSHED LIMESTONE BASE (CLB)

6" MOISTURE CONDITIONED

SUB GRADE (MCS)

79.0±

2" HMAC TYPE "D"

SPOT

ELEVATION

(TYP)

SPOT

ELEVATION

(TYP) VARIES

VARIES

SDWK

VARIES

VARIES

SDWK

2' 12'

LANE

7.5'

TYPICAL SECTION - 4TH ST. & AVE. A

NOT TO SCALE

2'12'

LANE

INDIRECT FLOW CURB & GUTTER

(TYP)

2.00%

PGL

79.5'

1.00%

2' 2'7.5'

2' CONCRETE VALLEY GUTTER (TYP)

VARVAR

3' 3'

SPOT

ELEVATION

(TYP)

SPOT

ELEVATION

(TYP)

SPOT

ELEVATION

(TYP)

SPOT

ELEVATION

(TYP)

4" HMAC TYPE "B"

9" CRUSHED LIMESTONE BASE (CLB)

6" MOISTURE CONDITIONED

SUB GRADE (MCS)

2" HMAC TYPE "D"

VARIES

VARIES

SDWK

VARIES

VARIES

SDWK

VEHICULAR PAVING BAND

TYPE 2 - EXTERIOR SIDEWALK

2' 12'

LANE

7.5'

TYPICAL SECTION - W/ ANGLED PARKING LEFT

NOT TO SCALE

2'12'

LANE

INDIRECT FLOW CURB & GUTTER

(TYP)

2.00%

PGL

76.7±

2.00%

2' 2'17'

2' CONCRETE VALLEY GUTTER (TYP)

VARIESVAR

3' 3'

SPOT

ELEVATION

(TYP)

SPOT

ELEVATION

(TYP)

SPOT

ELEVATION

(TYP)

SPOT

ELEVATION

(TYP)

4" HMAC TYPE "B"

9" CRUSHED LIMESTONE BASE (CLB)

6" MOISTURE CONDITIONED

SUB GRADE (MCS)

2" HMAC TYPE "D"

VARIES

VARIES

SDWK

VARIES

VARIES

SDWK

LAYDOWN CURB

NOTE:

SEE SHEET D-02 FOR

CONCRETE NOTES

2' 12'

LANE

34'

3'

2'12'

LANE

3'

CURB & GUTTER

(TYP)

1.00%

PGL

4" HMAC TYPE "B"

9" CRUSHED LIMESTONE BASE (CLB)

6" MOISTURE CONDITIONED

SUB GRADE (MCS)

79.0±

2" HMAC TYPE "D"

SPOT

ELEVATION

(TYP)

SPOT

ELEVATION

(TYP) VARIES

VARIES

SDWK

VARIES

SDWK

1.00%

VARIES

TYPICAL SECTION - AVE. A

NOT TO SCALE

2' 12'

LANE

7.5'/17'

TYPICAL SECTION - AVE A W/ PARALLEL PARKING

NOT TO SCALE

CENTRAL AVENUE

2'12'

LANE

INDIRECT FLOW CURB & GUTTER

(TYP)

1.00%

PGL

79.5'

2' 2'7.5'/17'

2' CONCRETE VALLEY GUTTER (TYP)

VAR

VAR

3' 3'

SPOT

ELEVATION

(TYP)

SPOT

ELEVATION

(TYP)

SPOT

ELEVATION

(TYP)

SPOT

ELEVATION

(TYP)

4" HMAC TYPE "B"

9" CRUSHED LIMESTONE BASE (CLB)

6" MOISTURE CONDITIONED

SUB GRADE (MCS)

2" HMAC TYPE "D"

VARIES

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SDWK

VARIES

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SDWK

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SHEET NO.

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(2

NOTES:

1. SUBGRADE UNDERNEATH PROPOSED CURB SHALL BE PREPARED BY

REMOVING ALL VEGETATION, ROOTS, EXISTING FILL, DEBRIS OR OTHER

DELETERIOUS MATERIALS. THE SUBGRADE SHALL BE PROOF ROLLED IN

ACCORDANCE WITH TXDOT ITEM 216 "PROOFROLLING" FOR SOFT OR WEAK

AREAS. EXPOSED SUBGRADE SHOULD BE PROTECTED FROM DRYING. THE

SUBGRADE SHALL BE SCARIFIED 6" AND RE-COMPACTED TO AT LEAST 100%

OF TEX-114 AT OR ABOVE OPTIMUM MOISTURE CONTENT.

2. CONTRACTOR SHALL TAKE EXTREME CARE WHEN FORMING AND PAVING

CURBS. SLOPES FOR THE PROPOSED CURBS ARE CRITICAL TO THE STORM

WATER DRAINAGE FOR THESE STREETS AND THE CONTRACTOR SHALL

ENSURE THE CURBS HAVE POSITIVE DRAINAGE AS SHOWN ON THE

PROPOSED ELEVATIONS.

3. ALL SAW CUTS SHALL BE AT FULL DEPTHS.

4. SEE SHEETS D-01 TO D-05 FOR CONCRETE DETAILS

PAVEMENT SECTIONSAPPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

DEVIN J PATIN, EIT

18-116

Fabian Gomez

CITY OF TEMPLE, TEXAS

AVENUE A PHASE I IMPROVEMENTSKASBERG, PATRICK & ASSOCIATES, LP

CONSULTING ENGINEERS

TEMPLE, TEXAS 76501© 2026 Kasberg, Patrick & Associates, LP

KPA Firm Registration Number F-510

BYREVISIONDATENO.

This document is released for the purpose of interim review under the authority of R. David Patrick, P.E. 82638 on January 27, 2026 It is not to be used for construction, bidding or permit purposes. 01-27-2026

Plot Date:

1/27/2026 11:47:49 AM

Plotted By:

FGOMEZ

AutoCAD SHX Text 9"

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

NOT TO SCALE

AutoCAD SHX Text 6'

AutoCAD SHX Text 1'-0"

AutoCAD SHX Text

ASPHALT PAVEMENT

AutoCAD SHX Text

(TYPICAL)

AutoCAD SHX Text

6" SUBGRADE COMPACTED TO A

AutoCAD SHX Text

MIN 95%%% ASTM 698 NEAR

AutoCAD SHX Text

OPTIMUM MOISTURE

AutoCAD SHX Text

#5 BARS ON 12" CENTERS

AutoCAD SHX Text

CLASS "A" CONCRETE

AutoCAD SHX Text 4-1/2"

AutoCAD SHX Text

1" SAND CUSHION

AutoCAD SHX Text 3 1/2"

AutoCAD SHX Text

3 - #5 BARS ON

AutoCAD SHX Text

#5 BARS ON 12" CENTERS

AutoCAD SHX Text

PAVESTONES

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

PROPOSED WHITE CONCRETE

AutoCAD SHX Text

PROPOSED WHITE CONCRETE

AutoCAD SHX Text 1'-3 1/2"

AutoCAD SHX Text

GRADE CONTROL

AutoCAD SHX Text 8 1/2"

AutoCAD SHX Text 3"

AutoCAD SHX Text 3"

AutoCAD SHX Text 6"

AutoCAD SHX Text 6"

AutoCAD SHX Text 3"

AutoCAD SHX Text R = 1/4"

AutoCAD SHX Text R = 1/4"

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

3,000 PSI

AutoCAD SHX Text 1/4"

AutoCAD SHX Text

CLASS "A"

AutoCAD SHX Text

#4 BARS

AutoCAD SHX Text 2' - 0"

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

EXPANSION JOINT

AutoCAD SHX Text

R. DAVID PATRICK

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6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 6'' W 12'' W 12'' W 12'' W 12'' W 12'' W

8' ' W

8' ' W

8' ' W

8' ' W

8' ' W

8' ' W

8' ' W

8' ' W

6'' SS

6'' SS

6'' SS

6'' SS

6'' SS

6'' SS

6'' SS

6'' SS

6' ' S

S

6'' SS

6'' SS

6'' SS

6'' SS

W W

W W

W W

W W

W W

8" WW8" WW8" WW8" WW8" WW

W

W

W

W

W

W

W

W

12" W

W

W

W

W

12" W 12" W

4" W4" W4" W4" W4" W

W

3" W 3" W

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

G

AS

GAS

GAS

GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

W W

REMOVE

REPLACE

ROAD SIGN

LIGHT POLE

LIGHT POLE

LIGHT POLE LIGHT POLE

LIGHT POLE

LIGHT POLE

REMOVE

AND

REPLACE

ROAD SIGN

LIGHT POLE

REMOVE OAK

TREE

REMOVE

REPLACE

ROAD SIGN

REMOVE OAK

TREE

REMOVE OAK

TREE

POWERPOLE

TO BE

RELOCATED

APPROVED BY

DESIGNED BY

DRAWN BY

PROJECT NO.

DATE

DEVIN J PATIN, EIT

18-116

Fabian Gomez

CITY OF TEMPLE, TEXAS

AVENUE A PHASE I IMPROVEMENTSKASBERG, PATRICK & ASSOCIATES, LP

CONSULTING ENGINEERS

TEMPLE, TEXAS 76501© 2026 Kasberg, Patrick & Associates, LP

KPA Firm Registration Number F-510

BYREVISIONDATENO.

01-27-2026

Plot Date:

1/27/2026 11:47:52 AM

Plotted By:

FGOMEZFI

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G-06 OF

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PROPOSED DEMOLITION LAYOUT

HORIZONTAL SCALE IN FEET

20 40

N O R T H

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R. DAVID PATRICK

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AutoCAD SHX Text NOTE: 1. CONTRACTOR TO FIELD VERIFY AND LOCATE ALL CONTRACTOR TO FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION. EXISTING UTILITIES PRIOR TO CONSTRUCTION. 2.