Brennaaleen_Cedar_Drainage_Improvements.pdf

Revision: 1-9-20241

Revision: 5-13-20242

Change Order #1: 8-8-20241

Revision: 11-7-20253

1 1

INDEX OF SHEETS

(S) - TxDOT STANDARDS

(E) - CITY OF EDINBURG DETAILS

NOTES:

F I

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122125

OSCAR ARTURO GARZA

DRAINAGE IMPROVEMENTS

BRENNAALEEN CEDAR

EDINBURG

CITY

PROJECT NUMBER

C-317-23 PROJECT PHASE I

PROJECT NAME

p w k c i p w b e n t l e y c o m k c i p w

D o c u m e n t s

P r o j e c t s

B r e n n a a l e e n

C d a r

D a i n a g e

I m p r o v e m e n t s

D e s i g n

P l t

G n e r a l

B r e n n a a l e e n I n d x

O f h t s

1/9/2024

INDEX OF SHEETS

ENVIRONMENTAL ISSUES

58-60 SW3P LAYOUTS

ENVIRONMENTAL ISSUES

61 (E) HAY SOCKS EROSION CONTROL DETAILS

62 (E) TEMPORARY SEDIMENT CONTROL FENCE DETAILS

63 (E) TEMPORARY EROSION CONTROL LOGS-1

64 (E) TEMPORARY EROSION CONTROL LOGS-2.

65 (E) TEMPORARY EROSION CONTROL CONSTRUCTION EXIT

GENERAL

1 TITLE SHEET

2 INDEX OF SHEETS

3 PROJECT LAYOUT

4 EXISTING TYPICAL SECTIONS

5 SUMMARY TABLES OF ESTIMATED QUANTITIES

6-8 GENERAL NOTES

TRAFFIC CONTROL

9 TRAFFIC CONTROL PLAN GENERAL NOTES

10 TRAFFIC CONTROL PLAN SEQUENCE OF CONSTRUCTION

11 TRAFFIC CONTROL PLAN PHASE I

12 TRAFFIC CONTROL PLAN PHASE II

TRAFFIC CONTROL STANDARDS

13-24 (S) BC(1)-21 THRU BC(12)-21

25 (S) TCP (2-2) - 18

ROADWAY DETAILS

26 HORIZONTAL & VERTICAL CONTROL

27 HORIZONTAL ALIGNMENT DATA

28 REMOVAL SHEET

ROADWAY DETAILS STANDARDS

29 (E) MINOR RESIDENTIAL STEET SECTION

30 (E) CURB AND GUTTER DETAILS

31 (E) VALLEY GUTTER DETAILS

DRAINAGE

32 OVERALL DRAINAGE AREA MAP

33 DETENTION POND LAYOUT

34 PROPOSED POND TYPICAL SECTIONS

35 CULVERT LAYOUT

36-38 UTILITIES AND DRAINAGE (CEDAR DRIVE)

39-40 UTILITIES AND DRAINAGE (CYNTHIA DRIVE)

41-42 UTILITIES AND DRAINAGE (SHERWOOD APARTMENTS)

43-44 UTILITIES AND DRAINAGE (PROPOSED SWALE)

45 UTILITIES AND DRAINAGE LATERALS

46 RAILROAD PIPELINE OR CULVERT ACCOMODATION NOTES

DRAINAGE DETAILS STANDARDS

49 (E) TYPE "C-C" INLET DETAILS

50 (E) PRECAST CONCRETE MANHOLE DETAILS

51 (E) CONCRETE PIPE SUPPORT COLLAR DETAILS

52 (E) DOWN DRAIN STRUCTURE DETAILS

53 (E) DITCH CROSS SECTION DETAIL

54 (E) STANDARD PIPE BEDDING DETAIL

55 (E) MANHOLE COVER DETAIL

56 (E) CONCRETE SLOPED-END TREATMENT DETAILS

57 TRASH RACK DETAIL

TBPE Registration No. F-10573 www.kci.com

Phone: 956-271-6688

Mission, TX 78574

2610 North Shary Road

(E) TYPE "A" INLET DETAILS

(E) TYPE "A" INLET WITH EXTENSION DETAILS

25'25'

EXIST 50' R.O.W.

TYPICAL SECTIONS

EXISTING

1 1

2.0% 2.0% E

X I

S

R

W

E X I

S

W

EXIST. 30' ROADWAY (B-B)

EXIST. C&G

EXIST. 8" CRUSHED LIMESTONE

EXIST. 6" LIME-TREATED SUBGRADE

ASPHALT CONCRETE

EXIST. 2" HOT MIX

EXIST. C&G

EXIST. PGL

STA 24+23.00 TO STA 28+19.78 (CYNTHIA DR.)

STA 15+08.12 TO STA 19+53.61 (CEDAR DR.)

EXIST. CYNTHIA DR. [

EXIST. CEDAR DR. [

EXISTING/PROPOSED TYPICAL SECTION

MINOR RESIDENTIAL STANDARD

ASSUMED BASED ON CITY OF EDINBURG

EXISTING PAVEMENT THICKNESS WERE

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122125

OSCAR ARTURO GARZA

DRAINAGE IMPROVEMENTS

BRENNAALEEN CEDAR

EDINBURG

CITY

PROJECT NUMBER

C-317-23 PROJECT PHASE I

PROJECT NAME

p w k c i p w b e n t l e y c o m k c i p w

D o c u m e n t s

P r o j e c t s

B r e n n a a l e d a i n a g e

I m p r o v e m e n t s

D e s i g n

P l t n e r a l

B r e n n a a l e e n

T y p c d g n

1/9/2024

TRAVEL LANE

13.5'

TRAVEL LANE

13.5'

TBPE Registration No. F-10573 www.kci.com

Phone: 956-271-6688

Mission, TX 78574

2610 North Shary Road

ESTIMATED QUANTITIES

SUMMARY TABLES OF

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122125

OSCAR ARTURO GARZA

DRAINAGE IMPROVEMENTS

BRENNAALEEN CEDAR

EDINBURG

CITY

PROJECT NUMBER

C-317-23 PROJECT PHASE I

PROJECT NAME

p w k c i p w b e n t l e y c o m k c i p w

D o c u m e n t s

P r o j e c t s

B r e n n a a l e d a i n a g e

I m p r o v e m e n t s

D e s i g n

P l t n e r a l

B r e n n a a l e e n

S u m m a r y

5/21/2024

SUMMARY OF ROADWAY ITEMS

LOCATION

400-1 432-1 529-1 5071-2

PAVING

ASPH

RESTORE

CUT &

(4 IN)

(CONC)

RIPRAP

& GUTTER

CONC CURB

(INSTALL)

FENCE

WOOD

SY CY LF LF

CULVERT LAYOUT 17

CEDAR DRIVE SHEET 1 OF 3 150

CEDAR DRIVE SHEET 2 OF 3 408

CEDAR DRIVE SHEET 3 OF 3 130 120

CYNTHIA DRIVE SHEET 1 OF 2 243

CYNTHIA DRIVE SHEET 2 OF 2 358

SHERWOOD APARTMENTS SHEET 1 OF 2

SHERWOOD APARTMENTS SHEET 2 OF 2

PROPOSED SWALE SHEET 1 OF 2 8 20

PROPOSED SWALE SHEET 2 OF 2

TOTAL 1,289 25 20 120

REVISION 5-13-242

SUMMARY OF REMOVAL ITEMS

LOCATION

104-1 496-1 496-2 5071-1

GUTTER)

(CURB AND

CONC

REMOVING

(INLET)

REMOV STR

(PIPE)

REMOV STR

(REMOVE)

WOOD FENCE

LF EA LF LF

SHEET 1 OF 1 254 1 132 120

TOTAL 254 1 132 120

SUMMARY OF DRAINAGE ITEMS

LOCATION

400-2 402-1 464-1 464-2 464-3 464-4 464-5 464-6 465-1 465-2 465-3 465-4 465-5 465-6 465-7 467-1 476-1 476-2

BACKFILL

STABILIZED

PROTECTION

EXCAVATION

TRENCH

GASKET

RUBBER

CLASS III

18" R.C.P.

GASKET

RUBBER

CLASS III

24" R.C.P.

GASKET

RUBBER

CLASS III

30" R.C.P.

GASKET

RUBBER

CLASS III

36" R.C.P.

CLASS V

36" R.C.P.

RACK

TRASH

OUTFALL

(48")

MANHOLE

(60")

MANHOLE

(72")

MANHOLE

INLET

TYPE A

1~EXTENSION

INLET W/

TYPE A

2~EXTENSION

INLET W/

TYPE A

INLET

C-C

TYPE

(P)

(RCP) (3:1)

(18 IN)

SET (TY II)

(CL V)

(RCP)

IN)

PIPE (24

OR TUN

JACK BOR

(CL V)

(RCP)

IN)

PIPE (36

OR TUN

JACK BOR

CY LF LF LF LF LF LF EA EA EA EA EA EA EA EA EA LF LF

CULVERT LAYOUT 55 1 50

CEDAR DRIVE SHEET 1 OF 3 327 99 2 4

CEDAR DRIVE SHEET 2 OF 3 26 330 102 2 1 1

CEDAR DRIVE SHEET 3 OF 3 135 208 1 1 1

CYNTHIA DRIVE SHEET 1 OF 2 306 1 2

CYNTHIA DRIVE SHEET 2 OF 2 326 88 2 4

SHERWOOD APARTMENTS SHEET 1 OF 2 345 1

SHERWOOD APARTMENTS SHEET 2 OF 2 226 90 1 3 80

PROPOSED SWALE SHEET 1 OF 2

PROPOSED SWALE SHEET 2 OF 2 30 1

270 1,076

TOTAL 270 1,076 1,015 917 237 434 90 1 8 1 4 1 11 1 1 1 50 80

SUMMARY OF EROSION CONTROL ITEMS

LOCATION

162-1 164-1 164-2 168-1 506-1 506-2 506-3 506-4 506-5 506-6

ROLL SODDING

(WARM)

(TEMP)

MLCH SEED

STRAW/HAY

(WARM OR COLD)

SEED (TEMP)

STRAW/HAY MLCH

WATERING

VEGETATIVE

(TY 1)

(INSTALL)

EXITS

CONSTRUCTION

(TY 1)

(REMOVE)

EXITS

CONSTRUCTION

(INSTALL)

CONT FENCE

TEMP SEDMT

(REMOVE)

CONT FENCE

TEMP SEDMT

(INSTL) (12")

CONT LOGS

BIODEG EROSN

(REMOVE) (12")

CONT LOGS

BIODEG EROSN

SY SY SY MG SY SY LF LF LF LF

SHEET 1 OF 3 78 78

SHEET 2 OF 3 99 10,098 10,098 184 1,708 1,708 215 215

SHEET 3 OF 3 95 95

TOTAL 99 10,098 10,098 184 78 78 1,708 1,708 310 310

TBPE Registration No. F-10573 www.kci.com

Phone: 956-271-6688

Mission, TX 78574

2610 North Shary Road

Revision: 1-9-20241

1 3

GENERAL NOTES

GENERAL NOTES: GENERAL NOTES (CONTINUE):

CONSTRUCTION.

15. CONTRACTOR TO INSURE SAME DAY ACCESS TO ALL RESIDENCE AND BUSINESS ADJACENT TO

14. FILL TO BE COMPACTED AS PER CITY OF EDINBURG REQUIREMENTS.

MANNER AT CONTRACTOR'S EXPENSE.

DISPOSAL OF ALL EXCESS CONCRETE, CURBS, RUBBLE, ETC. TO BE DONE IN A LEGAL

D. ALL EXPOSED CONCRETE WORK TO BE CHAMFERED. DEMOLITION, REMOVAL, AND

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

STRENGTH TO BE DETERMINED BY CYLINDER BREAK TEST.

B. ALL CONCRETE TO BE 3500-PSI MINIMUM AT 28 DAYS, UNLESS OTHERWISE SHOWN.

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

13. CONCRETE NOTES:

MANUFACTURED PLUG.

12. ALL PROPOSED PIPE STUB-OUTS ARE TO BE PLUGGED. PLUG SANITARY SEWERS WITH

UNDERGROUND UTILITIES CONSTRUCTION.)

EXCESS TRENCH MATERIAL (NO ADDITIONAL PAYMENT-INCLUDE IN COST OF

UTILITY TRENCH EXCAVATION TO BE CLEARED AND GRUBBED PRIOR TO PLACEMENT OF

TIMES DURING CONSTRUCTION OF PROPOSED FACILITIES. NATURAL GROUND ADJACENT TO

11. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ADEQUATE DRAINAGE AT ALL

COURSE OF CONSTRUCTION WITHOUT PRIOR APPROVAL FROM CITY OF EDINBURG AGENCY.

10. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON PUBLIC RIGHT OF WAY DURING THE

MEASURED FOR PAYMENT.

DAMAGED. THIS WILL BE CONSIDERED SUBSIDIARY TO THE VARIOUS ITEMS AND SHALL NOT BE

BE HELD LIABLE IF ANY OF THE CONTRACTOR'S EQUIPMENT OR MATERIAL IS STOLEN OR

9. THE CONTRACTOR SHALL STORE THE MATERIALS AT THE SITE AT HIS OWN RISK. CITY SHALL NOT

INSPECTION TO DOCUMENT EXISTING CONDITIONS (NOTES & PHOTOS).

8. PRIOR TO CONSTRUCTION, CONTRACTOR, OWNER AND ENGINEER TO PERFORM ON-SITE FIELD

HIS EXPENSE.

WORK. REQUIRED PERMITS THAT CAN ONLY BE ISSUED TO CONTRACTOR WILL BE OBTAINED AT

THAT ALL CONSTRUCTION PERMITS HAVE BEEN OBTAINED PRIOR TO COMMENCEMENT OF

OPERATIONS PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR SHALL ASSURE HIMSELF

PERSONS IN CHARGE OF PRIVATE AND PUBLIC UTILITIES OR RAILROADS AFFECTED BY HIS

7. CONTRACTOR SHALL GIVE NOTICE TO ALL AUTHORIZED INSPECTORS, SUPERINTENDENTS, OR

EXPENSE PRIOR TO COMMENCEMENT OF WORK.

6. CONTRACTOR TO OBTAIN ALL CONSTRUCTION PERMITS NOT SUPPLIED BY OWNER AT HIS

NOTED.

5. MAINTAIN A MINIMUM OF 6 INCHES CLEARANCE BETWEEN ALL UTILITIES, UNLESS OTHERWISE

SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ENGINEER.

CONSTRUCTION OF PROPOSED IMPROVEMENTS. ANY CONFLICTS FOUND BY SUCH EXPLORATION

FIELD EXPLORATION THE LOCATION AND DEPTH OF ALL UTILITY LINES PRIOR TO

CONTACT ALL UTILITY LOCATORS AS NOTED ON COVER SHEET AND SHALL VERIFY BY HIS OWN

SAID LINES HAVE ACTUALLY BEEN CONSTRUCTED AS SHOWN. THE CONTRACTOR SHALL

AVAILABLE PLANS, UTILITY MAPS, AND VISUAL INSPECTIONS. THERE IS NO GUARANTEE THAT

4. THE LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN HEREON, ARE BASED UPON

CONSTRUCTION OPERATION WILL BE REPAIRED BY THE CONTRACTOR AT HIS OWN EXPENSE.

OF CONSTRUCTION. ANY DAMAGE TO EXISTING FACILITIES INCURRED AS A RESULT OF THIS

BROUGHT TO THE ATTENTION OF THE CITY ENGINEER IN WRITING PRIOR TO COMMENCEMENT

CONSTRUCTION OF PROPOSED FACILITIES (NO SEPARATE PAY). ANY DISCREPANCIES SHALL BE

3. CONTRACTOR TO VERIFY LOCATION AND ELEVATION OF EXISTING FACILITIES PRIOR TO

48 HOURS PRIOR TO EXCAVATION NEAR THE UTILITIES.

2. CONTRACTOR TO NOTIFY ALL UTILITY COMPANIES WITHIN THE CONSTRUCTION AREA

956-388-8211, 48 HOURS PRIOR TO START OF ANY CONSTRUCTION WITHIN PROJECT SITE.

1. CONTRACTOR SHALL CONTACT THE CITY OF EDINBURG ENGINEERING DEPARTMENT AT

CONTRACTOR AT NO SEPARATE PAY.

32. CONSTRUCTION STAKING (ALIGNMENT AND GRADE) TO BE PROVIDED BY THE

PAY.

COST OF SECURING POLES WILL BE PAID FOR BY THE CONTRACTOR. NO SEPARATE

FOR SECURING POLES, IF NECESSARY, WHILE CONSTRUCTION PASSES BY POLES.

31. CONTRACTOR TO MAKE ARRANGEMENTS WITH THE APPROPRIATE UTILITY COMPANY

THE CONTRACTOR AT THE CONTRACTOR'S EXPENSE, NO SEPARATE PAY.

30. ANY DAMAGES TO FENCES, WALKS OR PRIVATE PROPERTY SHALL BE REPAIRED BY

CAUTION.

MAY BE BURIED BELOW GROUND WITH CONDUITS. THE CONTRACTOR SHOULD EXERCISE

CONTAIN HIGH VOLTAGE OR LOW VOLTAGE ELECTRICAL WIRING. SOME ELECTRICAL WIRING

29. THE CONSTRUCTION AREAS MAY CONTAIN UNDERGROUND ELECTRICAL LINES, CONDUITS MAY

BOTH CRIMINAL AND CIVIL LIABILITY.

RESPONSIBLE FOR SAFETY OF CONSTRUCTION WORKERS UNDER THIS LAW. THIS LAW CARRIES

WITHIN SIX (6) FEET OF LIVE OVERHEAD HIGH VOLTAGE LINES. CONTRACTORS ARE LEGALLY

HEALTH & SAFETY CODE, FORBIDS ALL ACTIVITIES IN WHICH PERSONS OR OBJECTS MY COME

CONTRACTOR TO NOTE THEIR LOCATION PRIOR TO CONSTRUCTION. TEXAS LAW, SECTION 752,

28. OVERHEAD LINES MAY EXIST ON THE PROPERTY. CLEARLY VISIBLE LINES ARE NOT MARKED, AND

EXPENSE.

27. ANY SOIL BORINGS THE CONTRACTOR REQUIRES ARE TO BE DONE BY THE CONTRACTOR AT HIS

26. ALL WORK SHALL BE PERFORMED DURING DAYLIGHT HOURS.

25. NO EXCAVATION SHALL REMAIN OPEN OVERNIGHT.

OF EXCAVATION.

24. CONTRACTOR TO EXPOSE ANY EXISTING FACILITY THAT MAY BE IN CONFLICT PRIOR TO START

EXCAVATION.

APPROXIMATE. CONTRACTOR TO LOCATE LINES AND/OR OBSTRUCTIONS AHEAD OF

TELEPHONE, ELECTRICAL, ETC.) ARE DETERMINED FROM AVAILABLE RECORDS AND ARE

23. LOCATION OF EXISTING UNDERGROUND UTILITIES AND SERVICE LINES (WATER, SEWER, GAS, DIRECTLY BUT CONSIDERED SUBSIDIARY TO THE VARIOUS BID ITEMS.

REMOVED TO THE TIME THE PROPOSED FENCE IS PLACED. THIS WORK WILL NOT BE PAID FOR

22. THE CONTRACTOR SHALL PROVIDE A TEMPORARY FENCE FROM THE TIME AN EXISTING FENCE IS

PROVIDE/MAINTAIN ALTERNATIVE ALL WEATHER ROUTES.

21. CONTRACTOR SHALL AT ALL TIMES MAINTAIN ACCESS TO EXISTING DRIVEWAYS OR

PROJECT.

VEHICULAR TRAFFIC FROM CONSTRUCTION RELATED ACTIVITIES DURING THE COURSE OF THIS

20. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THE SAFETY OF THE PEDESTRIANS AND ALL

CITY ENGINEER & OTHER APPROPRIATE PERSONS.

TRAFFIC CONTROL PLAN SHALL BE SUBMITTED PRIOR TO CONSTRUCTION FOR REVIEW BY THE

MOST RECENT EDITION AS REVISED) DURING CONSTRUCTION (NO SEPARATE PAY). A WRITTEN

PART VI OF THE "TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" (TEXAS MUTCD,

CONTRACTOR SHALL PROVIDE AND INSTALL TRAFFIC CONTROL DEVICES IN ACCORDANCE WITH

19. WHERE CONTRACTOR'S WORK AND/OR EQUIPMENT CAUSE AN OBSTRUCTION TO TRAFFIC,

STRICT ACCORDANCE WITH THE LATEST OSHA STANDARDS.

18. CONTRACTOR IS HEREBY INFORMED THAT ALL TRENCHING AND SHORING WILL BE DONE IN

CONSTRUCTION WILL BE THE UTILITY CONTRACTOR'S RESPONSIBILITY. NO SEPARATE PAY.

17. RETESTING OF ALL UTILITIES AND ACCEPTANCE BY OWNER SUBSEQUENT TO THE PAVEMENT

SEPARATE PAY.

STREETS MUST BE CLEANED WITHIN 2 HOURS OF WHEN THE TRACKING OCCURS. NO

EXISTING STREETS BY HIS WORK MEN'S SUPPLIERS, OR SUBCONTRACTOR'S VEHICLES.

16. CONTRACTOR IS RESPONSIBLE FOR CLEANING MUD AND/OR DIRT TRACKED ONTO

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122125

OSCAR ARTURO GARZA

DRAINAGE IMPROVEMENTS

BRENNAALEEN CEDAR

EDINBURG

CITY

PROJECT NUMBER

C-317-23 PROJECT PHASE I

PROJECT NAME

p w k c i p w b e n t l e y c o m k c i p w

D o c u m e n t s

P r o j e c t s

B r e n n a a l e d a i n a g e

I m p r o v e m e n t s

D e s i g n

P l t n e r a l

B r e n n a a l e e n

G e n e r a l

N o t e s

1/9/2024

TBPE Registration No. F-10573 www.kci.com

Phone: 956-271-6688

2 3

WASTEWATER COLLECTION LINE CONSTRUCTION NOTES:

WATER LINE CONSTRUCTION NOTES:

5. CONTRACTOR SHALL MAINTAIN A MIN. OF 4 FT COVER ON ALL WATER LINES.

REQUIRED.

EDINBURG REQUIREMENTS PRIOR TO TIE-INS. CITY OF EDINBURG APPROVAL OF TESTING IS

4. WATER LINE MAINS TO BE HYDROSTATICALLY & BACTERIOLOGICALLY TESTED PER CITY OF

LOCATIONS PRIOR TO CONSTRUCTION OF MAIN.

3. CONTRACTOR TO FIELD LOCATE EXISTING METERS & PROPOSED SERVICE CONNECTION

TESTING.

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

NOTED.

1. ALL WATER LINES TO BE BLUE COLORED C-900 DR 18 CLASS 235 PVC UNLESS OTHERWISE

GENERAL NOTES (CONTINUE):

REQUIRED DESIGN CHARACTERISTICS.

DESIGN, HORIZONTAL RIBS AND/OR VERTICAL STIFFENERS MAY BE UTILIZED TO ACHIEVE

MINIMUM WALL THICKNESS SHALL BE 0.5 INCH. IF REQUIRED BY THE MANUFACTURERS

VEHICLE) AND THE APPLICABLE SOIL AND HYDROSTATIC PRESSURE LOADING CONDITIONS.

SHOWING THAT THE MANHOLES ARE DESIGNED FOR TRAFFIC LOADING (H20 DESIGN

MANUFACTURER SHALL PROVIDE CERTIFICATION AND DESIGN CALCULATIONS TO THE CITY

11. ALL MANHOLES INSTALLED ON THIS PROJECT SHALL BE FIBERGLASS. THE MANHOLE

CITY LOGO.

10. WASTEWATER MANHOLES SHALL INCLUDE A RAIN GUARD AND SHALL INCLUDE THE LATEST

9. NO WATER JETTING ALLOWED, MECHANICAL COMPACTION REQUIRED.

PAYMENT.

CONSIDERED SUBSIDIARY TO THE MANHOLE ITEMS AND SHALL NOT BE MEASURED FOR

8. EXCAVATION, BACKFILL, TOP SLAB, RING AND COVERS, ETC. FOR MANHOLES ARE

CHAPTER 317 (c), (5) (h) OF THE STATE WASTEWATER CODE, NO WATER TEST ALLOWED.

7. CONTRACTOR TO PROVIDE LEAKAGE TEST FOR MANHOLE IN ACCORDANCE WITH TCEQ

CHAPTER 317 SUBCHAPTER C. NO SEPARATE PAY.

6. ALL TESTING OF WASTEWATER COLLECTION LINES ARE TO COMPLY WITH TCEQ REGULATIONS

CONSTRUCTED IN ACCORDANCE WITH TCEQ REGULATIONS CHAPTER 290 AND 317.

5. ALL PARALLEL AND CROSSING OF WASTEWATER COLLECTION LINES AND WATER LINES

(4) (b), 30 DAYS AFTER INSTALLATION, NO WATER TEST ALLOWED.

4. CONTRACTOR TO PROVIDE DEFLECTION TEST IN ACCORDANCE WITH TCEQ CHAPTER 317.2(a), USED FOR SANITARY SEWERS.

MATERIAL UNLESS OTHERWISE NOTED. NEITHER BLUE PVC NOR DUCTILE IRON PIPE SHALL BE

3. ALL PROPOSED WASTEWATER COLLECTION LINES WILL BE GREEN COLORED SDR 26 PIPE

OTHERWISE ON PLANS. FINISHED GRADE TO SLOPE AWAY FROM TOP OF RIM.

2. TOPS OF MANHOLES TO BE SET AT ELEVATION OF NATURAL GROUND. UNLESS SHOWN

1. PIPE BEDDING REQUIREMENTS ARE OUTLINED IN DETAIL SHEET.

50. CONTRACTOR SHALL FOLLOW THE CITY OF EDINBURG LATEST ENGINEERING STANDARDS.

ORIGINAL CONDITION AT NO ADDITIONAL EXPENSE.

THE CONSTRUCTION MUST BE PROTECTED FROM DAMAGE, CLEANED AND RESTORED TO THE

THE WORK PROGRESS. ALL AREAS ADJACENT TO THE CONSTRUCTION AREA OR AFFECTED BY

PERSONS AND PROPERTY, AND FOR PROVIDING SAFE WORKING CONDITIONS THROUGHOUT

CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING PROTECTION OF

49. ALL SAFETY EXPOSURES OR VIOLATIONS SHALL BE RECTIFIED IMMEDIATELY BY THE

SESSION.

BILLS 622 AND 665 ENACTED BY THE TEXAS LEGISLATURE IN THE 7TH LEGISLATURE REGULAR

SAFETY SYSTEMS, INCLUDING THE PLANS AND SPECIFICATIONS REQUIRED BY THE HOUSE

PLANS. THE CONSTRUCTION CONTRACTOR SHALL PREPARE OR OBTAIN THE APPROPRIATE

ANY SUCH SAFETY SYSTEMS THAT MAY NOW OR HEREAFTER BE INCORPORATED IN THESE

OF CITY OF EDINBURG LICENSED PROFESSIONAL ENGINEER(S) HEREON DOES NOT EXTEND TO

EMPLOYEES, AGENTS OR REPRESENTATIVES IN THE PERFORMANCE OF THE WORK. THE SEAL

OR SYSTEMS PERTAINING TO THE SAFEY OF THE CONSTRUCTION CONTRACTOR OR ITS

48. THESE PLANS, PREPARED BY THE CITY OF EDINBURG DO NOT EXTEND TO OR INCLUDE DESIGN

4205.

OBSERVATIONS; NAVD 88 HORIZ: STATE PLANE COORDINATES (NAD83) ZONE SOUTH TEXAS -

47. SURVEY PERFORMED BY KCI TECHNOLOGIES, INC.. ELEVATIONS BASED UPON STATIC GPS

LIMITED TO BACKFILL, TOP SOIL, HYDRO MULCH, ETC.

CONTRACTOR SHALL RETURN THE SITE TO ORIGINAL CONDITIONS INCLUDING BUT NOT

TO INSURE NO AREAS OF PONDING ARE PRESENT. UPON COMPLETION OF CONSTRUCTION,

CONTOURS UNLESS DIFFERENT FINISHED ELEVATIONS ARE SHOWN ON PLANS. CONTRACTOR

46. UPON COMPLETION OF CONSTRUCTION, CONTRACTOR SHALL RETURN THE SITE TO ORIGINAL

EDINBURG ENGINEERING DEPARTMENT.

45. ALL CONSTRUCTION MATERIALS TESTING WILL BE COORDINATED THROUGH CITY OF

ON WORK SCHEDULES, TESTING, GENERAL INSPECTION, AND EXISTING LINES.

44. CONTRACTOR TO COORDINATE WITH THE CITY OF EDINBURG ENGINEERING DEPARTMENT

REQUIREMENTS OF GOVERNING ENTITIES.

PUBLIC GOVERNMENTAL AND PRIVATE ENTITIES. CONTRACTOR SHALL COMPLY WITH ALL

43. WORK PERFORMED UNDER THIS CONTRACT IS GOVERNED BY REQUIREMENTS OF SEVERAL

REPRESENTATIVE, AND THE OWNER'S REPRESENTATIVE.

OF PLANS ON SITE FOR INSPECTION BY THE CITY ENGINEER, THE CITY ENGINEER'S

42. THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN AN UPDATED REDLINED "AS-BUILT" SET

MEASURED FOR PAYMENT.

WARNING SIGNS, ETC. ARE CONSIDERED SUBSIDIARY TO THE WORK AND SHALL NOT BE

41. TEMPORARY FENCING AND TEMPORARY GATES, BARRICADES, WARNING LIGHTS,

PAYMENT.

SUBSIDIARY TO THE PIPE AND TRENCH ITEMS AND SHALL NOT BE MEASURED FOR

BY-PASS PUMPING FLOW DIVERSIONS AND TEMPORARY PIPE PLUGS ARE CONSIDERED

40. COLLECTION AND DISPOSAL OF WASTEWATER, REMOVING EXISTING PIPE AND FITTINGS,

SEPARATE PAY.

39. RETESTING OF ANY TESTING FAILURES WILL BE THE CONTRACTOR'S RESPONSIBILITY. NO

SEPARATE PAY.

38. CONTINUOUS METALLIC MARKER TAPE SHALL BE USED FOR ALL NON-METALLIC PIPE. NO

LAND SURVEYOR TO ORIGINAL PROPERTY CORNER AT NO SEPARATE PAY.

37. IRON RODS DISTURBED DURING CONSTRUCTION TO BE REPLACED BY REGISTERED PUBLIC

36. PAVED SURFACES SHALL BE PROTECTED FROM DAMAGE FROM TRACKED EQUIPMENT.

PROPOSED WORK.

35. CONTRACTOR SHALL PROTECT EXISTING UNDERGROUND FACILITIES DURING INSTALLATION OF

34. ALL WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LOCAL REQUIREMENTS.

WILL BE HIS RESPONSIBILITY TO DISPOSE OF OFF-SITE.

33. EXCAVATED MATERIAL SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND

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PROJECT NUMBER

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PROJECT NAME

p w k c i p w b e n t l e y c o m k c i p w

D o c u m e n t s

P r o j e c t s

B r e n n a a l e d a i n a g e

I m p r o v e m e n t s

D e s i g n

P l t n e r a l

B r e n n a a l e e n

G e n e r a l

N o t e s

1/9/2024

TBPE Registration No. F-10573 www.kci.com

Phone: 956-271-6688

Mission, TX 78574

2610 North Shary Road

Revision: 1/9/20241

3 3

PAVING CONSTRUCTION NOTES:

ON JUNE 1, 2004, SHALL GOVERN ON THIS PROJECT.

8. SPECIFICATIONS ADOPTED BY THE TEXAS DEPARTMENT OF TRANSPORTATION

TEMPERATURE OF 225 DEGREE FAHRENHEIT.

TEMPERATURE SHALL BE REJECTED. HOT MIX SHALL BE LAID AT A MINIMUM

DURING MATERIAL HAULING. MATERIAL DELIVERED TO SITE AT IMPROPER

7. HMAC TRANSPORT TRUCKS TO BE EQUIPPED WITH CANVAS COVERS TO BE UTILIZED

SURFACES FROM ASPHALT SPLATTER DURING PRIMING AND SEALING OPERATIONS.

6. CARE SHALL BE TAKEN TO PROTECT CURB AND GUTTER AND OTHER CONCRETE

CONCRETE AND SHALL MEET THE REQUIRED TX DOT ITEM 340.

5. TYPES AND RATES FOR SURFACE TREATMENTS SHALL BE: HOT MIX ASPHALTIC

4. PRIME COAT SHALL BE MC-30 APPLIED AT A RATE OF 0.15 GAL/SY.

3. FLEXIBLE BASE ARE TO COMPLY WITH LATEST CITY OF EDINBURG REQUIREMENTS.

VERTICAL AND MADE WITH A SAW.

2. WHERE EXISTING ASPHALT AND CONCRETE ARE TO BE CUT, THESE CUTS SHALL BE

DRAINAGE.

1. CONTRACTOR TO FILL BEHIND CURBS AND WALKS AND SHAPE TO ENSURE PROPER

EROSION CONTROL:

EXIT POINTS PRIOR TO EXISTING ONTO ANY PAVED ROADWAY.

13. THE CONTRACTOR SHALL CONSTRUCT A STABILIZED CONSTRUCTION EXIT AT ALL TRAFFIC

AREAS WATERED UNTIL FULLY ESTABLISHED AND ACCEPTED BY THE OWNER.

EMBANKMENTS. THE CONTRACTOR SHALL MAINTAIN FINAL GRADING AND KEEP SEEDED

IMMEDIATELY UPON COMPLETION OF FINAL GRADING. THIS INCLUDES ALL DITCHES AND

12. ALL NON-PAVED AREAS SHALL BE MULCHED AND SEEDED WITH EROSION PROTECTION

THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.

OF THE STORM WATER POLLUTION PREVENTION PLAN (SW3P). THE WORK SHALL BE DONE BY

DETAILS. ALL WORK SHALL CONFORM TO THE GOVERNMENTAL REQUIREMENTS AND BECOME PART

11. BORROW AREAS, IF EXCAVATED, SHALL BE PROTECTED AND STABILIZED UTILIZING THE PLAN

SHOWN ON THE PLANS.

10. AREAS OF CONSTRUCTION ELSEWHERE ON THE JOB SITE SHALL CONFORM TO THE DETAILS

ADDITIONAL COST TO THE OWNER.

THE REQUIREMENTS OF LAW AND THIS PLAN. MODIFICATIONS SHALL NOT BE BASIS FOR

MEANS, METHODS AND SEQUENCE. MODIFICATIONS SHALL NOT COMPROMISE THE INTENT OF

9. THE CONTRACTOR SHALL AMEND OR MODIFY THIS PLAN AS REQUIRED BY CONSTRUCTION

d. DESIGNATING AND CONTROLLING EQUIPMENT WASH DOWN.

c. CONVENIENTLY LOCATED WASTE RECEPTACLES; AND

b. REGULAR COLLECTION OF WASTE;

a. DESIGNATING AREAS FOR EQUIPMENT MAINTENANCE AND REPAIR;

POLLUTANTS TO STORM WATER. APPROPRIATE PRACTICES CAN INCLUDE:

PRACTICES TO PREVENT THE DISCHARGE OF OILS, GREASE, PAINTS, GASOLINE, AND OTHER

8. THE CONTRACTOR SHALL ADOPT APPROPRIATE CONSTRUCTION SITE MANAGEMENT

IDENTIFIED IN THE POLLUTION PREVENTION PLAN.

UNDERSTANDING OF THE NDPES GENERAL PERMIT BEFORE CONDUCTING ANY ACTIVITY

7. ALL CONTRACTORS AND SUBCONTRACTORS IDENTIFIED IN THE PLAN MUST CERTIFY AS TO AN

MADE PART OF THE PLAN.

OF THE STORM WATER POLLUTION PREVENTION PLAN (SW3P) SHALL BE RETAINED AND

6. AN INSPECTION REPORT THAT SUMMARIZES INSPECTION ACTIVITIES AND IMPLEMENTATION

DAYS FOLLOWING THE INSPECTION.

INADEQUACIES REVEALED BY THE INSPECTION MUST BE IMPLEMENTED WITHIN 7 CALENDAR

AND WITHIN 24 HOURS AFTER ANY STORM EVEN GREATER THAN 0.5 INCHES. REPAIRS AND

5. STABILIZATION MEASURES ARE TO BE INSPECTED AT A MINIMUM OF ONCE EVERY 14 DAYS

EXPENSE TO THE OWNER.

MATERIALS AND WORK SHALL BE ACCOMPLISHED BY THE CONTRACTOR AT NO ADDITIONAL

PLAN PROVES INEFFECTIVE. MODIFICATIONS INCLUDING DESIGN AND ALL ADDITIONAL

CONSTRUCTION, OPERATION, OR MAINTENANCE OF THE PLAN, OR WHEN THE EXISTING

4. THE CONTRACTOR MUST AMEND PLANS WHENEVER THERE IS A CHANGE IN DESIGN,

AVAILABLE, UPON REQUEST, TO TCEQ.

3. THE CONTRACTOR SHALL MAKE THE STORM WATER POLLUTION PREVENTION PLAN (SW3P)

c. REMOVAL OF SEDIMENT FROM STORM WATER BEFORE IT LEAVES THE SITE.

AND

b. LIMITS THE EXPOSURE OF DISTURBED AREAS TO THE SHORTEST DURATION POSSIBLE;

a. DIVERSION OF UPSLOPE WATER AROUND DISTURBED AREAS OF THE SITE;

2. THE STORM WATER POLLUTION PREVENTION PLAN (SW3P) SHOULD ADDRESS THREE GOALS:

FOR REGION 6 FOR STORM WATER DISCHARGES FROM CONSTRUCTION SITES.

COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) (NO SEPARATE PAY) TPDES GENERAL PERMIT

PREVENTION PLAN (SW3P) SHALL MEET THE REQUIREMENTS SET FORTH IN THE TEXAS

BE SOLELY RESPONSIBLE FOR ITS IMPLEMENTATION. THE STORM WATER POLLUTION

CONTRACTOR SHALL PREPARE THE STORM WATER POLLUTION PREVENTION PLAN (SW3P) AND

NOTICE OF INTENT PER THE REQUIREMENTS IN THE NPDES GENERAL PERMIT. THE

COMPLIANCE WITH FEDERAL REGULATIONS. CONTRACTOR SHALL PREPARE AND SUBMIT A

PREVENTION PLAN (SW3P) FOR THIS PROJECT TO ESTABLISH A MINIMUM BASIS OF

SPECIFICATIONS TO BE USED AS THE GENERAL GUIDELINES OF THE STORM WATER POLLUTION

1. IT IS THE INTENT OF THIS SUGGESTED EROSION CONTROL PLAN AND WITHIN THE

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PROJECT NUMBER

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PROJECT NAME

p w k c i p w b e n t l e y c o m k c i p w

D o c u m e n t s

P r o j e c t s

B r e n n a a l e d a i n a g e

I m p r o v e m e n t s

D e s i g n

P l t n e r a l

B r e n n a a l e e n

G e n e r a l

N o t e s

1/9/2024

TBPE Registration No. F-10573 www.kci.com

Phone: 956-271-6688

TRAFFIC THROUGH THE PROJECT AREAS.

CONSTRUCTION PROJECTS, TO INSURE THE UNINTERRUPTED FLOW OF

VARIOUS SEQUENCE OF CONSTRUCTION WITH ANY ADJACENT

THE CONTRACTOR SHALL COORDINATE THE TRAFFIC CONTROL PLAN AND

TRAFFIC CONTROL.

PROPOSED NUMBER OF LANES AS SPECIFIED AT EVERY PHASE OF THE

AT THE END OF EACH WORKING DAY, THE ROADWAY WILL BE OPEN TO THE

ALL PAVING OPERATIONS SHALL PROCEED IN THE DIRECTION OF TRAFFIC.

SPECIFICATIONS.

ROADWAY AND OTHER RELATED ITEMS, AS NOTED ON THE PLANS AND

CONTRACTOR OF THE RESPONSIBILITY OF CONSTRUCTING THE COMPLETE

EACH PHASE OF CONSTRUCTION. ALSO, THIS DOES NOT RELIEVE THE

ADDRESS EVERY ASPECT OF CONSTRUCTION THAT IS REQUIRED DURING

INSTALLATION AND OTHER RELATED ITEMS. IT DOES NOT ATTEMPT TO

DURING CONSTRUCTION OF THE PROJECT ROADWAY AS WELL AS UTILITY

CONSTRUCTION, SERVE AS A GUIDE FOR THE SAFE HANDLING OF TRAFFIC

THE TRAFFIC CONTROL PLAN AND VARIOUS PHASES AND SEQUENCES OF

CONSTRUCTION PHASES.

ANY POSSBILE CHANGE IN TCP THAT MAY BE IN CONFLICT WITH ANY

THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ENGINEER FOR

PHASES ARE NOTED AS SUCH ON THE PLANS.

SHALL BE REMOVED. ANY DEVICES THAT ARE UTILIZED IN CONSECUTIVE

PHASES THAT CONFLICT WITH THE TRAFFIC CONTROL FOR THE CURRENT PHASE

PLANS ON A PER PHASES. THEREFORE, ANY DEVICE UTILIZED IN A PREVIOUS

CONTRACTOR SHALL UTILIZE TRAFFIC CONTROL DEVICES AS SHOWN ON THE

FOR THE DURATION OF THE DETOUR AND/OR CONSTRUCTION.

OF TRAFFIC DURING CONSTRUCTION SHALL BE TEMPORARILY COVERED

ANY PERMANENT SIGNING IN CONFLICT WITH THE DETOUR OR DIRECTION

MAINTENANCE DUE TO ACTS OF VANDALISM OR ACCIDENTS.

IN A CLEAN AND FUNCTIONAL CONDITION AT ALL TIMES, INCLUDING

DEVICES, WARNING LIGHTS AND TRAFFIC HANDLING DEVICES ARE MAINTAINED

THE CONTRACTOR SHALL ENSURE THAT BARRICADES, SIGNS, CHANNELIZING

CONDITIONS AS REQUIRED AND AS DIRECTED BY THE ENGINEER.

HANDLING DEVICES MAY BE ADJUSTED OR SHIFTED TO FIT FIELD

THE BARRICADES, SIGNS, CHANNELIZING DEVICES AND OTHER TRAFFIC

AND TRAFFIC HANDLING."

SHALL BE CONSIDERED SUBSIDIRARY TO "BARRICADES, SIGNS,

CONSTRUCTION. ANY SUCH ADDITIONAL SIGNS AND BARRICADES, ETC.

REQUIRED TO MAINTAIN TRAFFIC AND MOTORIST SAFETY DURING

ADDITIONAL SIGNS, BARRICADES AND CHANNELIZING DEVICES AS

TO TRAFFIC. THE ENGINEER MAY DIRECT THE CONTRACTOR TO FURNISH

APPROVED BY THE ENGINEER PRIOR TO CLOSING/OPENING ANY SECTION

THE CONTRACTOR AND SHALL BE INSTALLED BY THE CONTRACTOR AND

ADEQUATE SIGNS AND BARRICADES SHALL BE THE RESPONSIBILITY OF

OTHER PHASES OF CONSTRUCTION.

WILL NOT CONFLICT OR REQUIRE CHANGES OR ADDITIONAL WORK DURING

ALL WORK IS ACCOMPLISHED FOR EACH PHASE OF CONSTRUCTION AND

BETWEEN THE VARIOUS TRADES AND SUB-CONTRACTORS, TO ASSURE THAT

THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK

BC (2) - 21 - STANDARD SHEET.

T.M.U.T.C.D. ALL CROSS STREET SIGNING SHALL BE SET UP AS PER

"WZ (STPM)-03, BC (10)-21, BC (11)-21, BC (12)-21", AND THE

CONTRACTOR, AND SHALL BE IN ACCORDANCE WITH THE STANDARD SHEETS,

ALL WORK ZONE PAVEMENT MARKINGS SHALL BE THE RESPOSIBILITY OF THE

PROFESSIONAL ENGINEER.

ENGINEER FOR APPROVAL. ALTERNATE PLAN MUST BE SEALED BY A

CONTRACTOR MAY SUBMIT AN ALTERNATE TRAFFIC CONTROL PLAN TO THE

12' LANE ALONG ROADWAY AS INDICATED IN TCP LAYOUTS.

WILL BE REQUIRED TO MAINTAIN, AT ALL TIMES, A MINIMUM OF ONE

TIMES,UNLESS OTHERWISE DIRECTED BY THE ENGINEER. THE CONTRACTOR

AND/OR PRIVATE DRIVES SHALL BE KEPT OPEN TO THE TRAFFIC AT ALL

THE PORTION OF THIS PROJECT WHICH COINCIDES WITH EXISTING ROADS

REGARD, WITH HIS WORK FORCES, SUBCONTRACTOR, AND THE ENGINEER.

RESPONSIBLE TRAFFIC CONTROL PERSON TO PROVIDE COORDINATION IN THIS

THE CONTRACTOR WILL BE REQUIRED TO ASSIGN A KNOWLEDGEABLE AND

BARRICADES AND CONSTRUCTION STANDARDS. OR AS DIRECTED BY THE ENGINEER.

THIS WILL BE DONE IN ACCORDANCE WITH THE TRAFFIC CONTROL PLANS,

PAVEMENT MARKINGS,CHANNELIZING DEVICES,AND CONSTRUCTION WARNING SIGNS.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL THE CONFLICTING

LANE TRANSITIONS, AND LANE OR SHOULDER CLOSURES.

PHASES OF CONSTRUCTION. THE VARIOUS PHASES WILL BE REQUIRING

THE TRAFFIC CONTROL PLAN HAS BEEN DIVIDED INTO THREE (3) MAJOR

THE NOTIFICATION MUST BE MADE FIVE DAYS PRIOR TO THE CHANGE.

SAFETY. OFFICIAL WHEN MAJOR TRAFFIC CHANGES ARE TO BE MADE,

DEPARTMENT, POLICE DEPARTMENT, TEXAS DEPARTMENT OF PUBLIC

THE CONTRACTOR SHALL NOTIFY THE PROPER CITY, EMS, FIRE

WITH THE TRAFFIC CONTROL PLAN, BARRICADE & CONSTRUCTION STANDARDS.

CONTRACTOR AND SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE

ALL SIGNING & BARRICADES SHALL BE THE RESPONSIBILITY OF THE

BY THE TCP BARRICADE AND CONSTRUCTION STANDARDS.

HANDLING. OTHER SIGNS MAY BE USED IN ADDITION TO THOSE REQUIRED

SIGNS WILL BE CONSIDERED SUBSIDIRARY TO "BARRICADES, SIGNS, & TRAFFIC

AND SIGNS TO REPLACE THOSE DAMAGED. THE REPLACEMENT OF DAMAGED

THE CONTRACTOR SHALL HAVE AT ALL TIMES ENOUGH BARRICADES

TRAFFIC CONTROL PLAN

TCP GENERAL NOTES: TCP GENERAL NOTES: (CONTINUED) TCP GENERAL NOTES: (CONTINUED)

RELOCATED SIGNS.

INSTALLED TO ALLOW FOR IMMEDIATE REPLACEMENT OF PROPOSED

SHALL NOT BE REMOVED UNTIL TEMPORARY SIGN SUPPORTS HAVE BEEN

THE VARIOUS CONSTRUCTION PHASES. ALL EXISTING REGULATORY SIGNS

STOP SIGNS AT INTERSECTING STREETS SHALL BE ADJUSTED DURING

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CITY

PROJECT NUMBER

C-317-23 PROJECT PHASE I

PROJECT NAME

p w k c i p w b e n t l e y c o m k c i p w

D o c u m e n t s

P r o j e c t s

B r e n n a a l e d a i n a g e

I m p r o v e m e n t s

D e s i g n

P l t

P

B r e n n a a l e e n

T n e r a l

N o t e s

1/9/2024

TBPE Registration No. F-10573 www.kci.com

Phone: 956-271-6688

T

20+00 25+00

P C

P T

P O T

POT 30+00.00

PI 34+18.13

I

POT

+9 2.

P O

T

10+00 15+00

P C

P T

PI

+79 .39

P O

T

P O

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P O

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10+00 11+00 12+00

TRAFFIC DIRECTION

SIGN

CHANNELIZING DEVICE

TYPE 3 BARRICADE

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CITY

PROJECT NUMBER

C-317-23 PROJECT PHASE I

PROJECT NAME

p w k c i p w b e n t l e y c o m k c i p w

D o c u m e n t s

P r o j e c t s

B r e n n a a l e d a i n a g e

I m p r o v e m e n t s

D e s i g n

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B r e n n a a l e e n

T C

P

P H

1/9/2024

SHED

OVERHANG

WOOD FENCE

WOOD FENCE

SD

SD

EX. 15" PLA STM SWR

EX. 24" RCP STM SWR

EX. 36" RCP STM SWR

POND

DETENTION

PROPOSED

1 1

PHASE I

TRAFFIC CONTROL PLAN

TCP PHASE I

TCP PHASE II

LEGEND

END

WORK ZONE

G20-2bt

END

WORK ZONE

G20-2bt

G20-1bTR

ROAD WORK

NEXT 1 MILES

G20-1bTR

45' 45' 45' 50'

MIN.

A B C D

48" X 48"

CW20-1D

See note 1)

(Flags-

48" X 48"

(See note 2)

CW3-4

CW20-4

48" X 48"

24" X 18"

CW20-7

48" X 48"

CW16-2P

A B

C D

48" X 24"

G20-2

E

E

ROAD WORK

NEXT 1 MILES

E X I

T C

H

CYNTHIA DRIVE

F

E D

Y

N Z

A L

E Z

S O

U T

H E R

N

P

A C I F I C

R

A I L R

O A

D

CEDAR DRIVE

TBPE Registration No. F-10573 www.kci.com

Phone: 956-271-6688

Mission, TX 78574

DN: CK: DW: CK:FILE:

JOB

COUNTY

SECT

DIST

REVISIONS

TxDOT TxDOT TxDOT TxDOT

HIGHWAY

SHEET NO.

C TxDOT o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e k i n d i s m d e b

D O

T f o r a n y p u r p o w a t s o e v e

D O

T a s s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i o e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x g i n e e r i g a c t i c t

N r r a n t y o f a n y

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CONTNovember 2002

F I

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AND REQUIREMENTS

GENERAL NOTES

BARRICADE AND CONSTRUCTION

4-03

9-07

5-10

7-13

BC(1)-21

8-14 bc-21.dgn

Standard Division Safety Traffic

BARRICADE AND CONSTRUCTION (BC) STANDARD SHEETS GENERAL NOTES:

http://www.txdot.gov

THE DOCUMENTS BELOW CAN BE FOUND ON-LINE AT

COMPLIANT WORK ZONE TRAFFIC CONTROL DEVICES LIST (CWZTCD)

TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD)

STANDARD HIGHWAY SIGN DESIGNS FOR TEXAS (SHSD)

TRAFFIC ENGINEERING STANDARD SHEETS

MATERIAL PRODUCER LIST (MPL)

ROADWAY DESIGN MANUAL - SEE "MANUALS (ONLINE MANUALS)"

DEPARTMENTAL MATERIAL SPECIFICATIONS (DMS)

or as approved by the Engineer.

right-of-way line as possible, or located behind a barrier or guardrail, must be parked away from travel lanes. They should be as close to the

13. Inactive equipment and work vehicles, including workers' private vehicles devices.

12. The Engineer has the final decision on the location of all traffic control progress or a definite need exists.

11. Traffic control devices should be in place only while work is actually in limits. For mobile operations, CSJ limit signs are not required.

CONTRACTOR and END ROAD WORK signs shall be erected at or near the CSJ erected in advance of the CSJ limits. The BEGIN ROAD WORK NEXT X MILES, LATER and the WORK ZONE TRAFFIC FINES DOUBLE sign with plaque shall be on BC(2). The OBEY WARNING SIGNS STATE LAW sign, STAY ALERT TALK OR TEXT

Control Devices, CSJ limit signs are required. CSJ limit signs are shown than mobile operations as defined by the Texas Manual on Uniform Traffic

10. Where highway construction or maintenance work is being undertaken, other appropriate traffic control devices to be used.

BC sheets are examples. As necessary, the Engineer will determine the most

9. The temporary traffic control devices shown in the illustrations of the provide a detail to the Contractor before the sign is manufactured.

not shown in this manual shall be shown in the plans or the Engineer shall

"Standard Highway Sign Designs for Texas," latest edition. Sign details

8. All signs shall be constructed in accordance with the details found in the justify the signing.

divided highways where median width will permit and traffic volumes

7. The Engineer may require duplicate warning signs on the median side of revised to show appropriate work zone distance.

directed by the Engineer. The BEGIN ROAD WORK NEXT X MILES sign shall be necessary warning signs as shown on these sheets, the TCP sheets or as adjacent project is completed first, the Contractor shall erect the redundant and the work areas appear continuous to the motorists. If the

FINES DOUBLE, and other advance warning signs if the signing would be

6. When projects abut, the Engineer(s) may omit the END ROAD WORK, TRAFFIC

Design Manual" or engineering judgment.

"A Policy on Geometric Design of Highways and Streets," the TxDOT "Roadway

Association of State Highway and Transportation Officials (AASHTO), applicable design criteria contained in manuals such as the American

5. Geometric design of lane shifts and detours should, when possible, meet the the approximate location of any device without the approval of the Engineer.

control devices as shown in the plans. The Contractor may not move or change

4. The Contractor is responsible for installing and maintaining the traffic sign and seal Contractor proposed changes.

by a licensed professional engineer for approval. The Engineer may develop,

3. The Contractor may propose changes to the TCP that are signed and sealed responsibility of the Engineer.

2. The development and design of the Traffic Control Plan (TCP)is the shown in the "Texas Manual on Uniform Traffic Control Devices" (TMUTCD).

The information contained in these sheets meet or exceed the requirements devices, construction pavement markings, and typical work zone signs.

to show typical examples for placement of temporary traffic control

1. The Barricade and Construction Standard Sheets (BC sheets) are intended

5-21

COMPLIANT WORKZONE TRAFFIC CONTROL DEVICES

Assessing safety Hardware (MASH).

2. Work zone traffic control devices shall be compliant with the Manual for and their sources.

Traffic Control Devices List" (CWZTCD) describes pre-qualified products

1. Only pre-qualified products shall be used. The "Compliant Work Zone when flagging is used at night.

2. Except in emergency situations, flagger stations shall be illuminated considered for high traffic volume work areas or night time work.

performance for Class 2 or 3 risk exposure. Class 3 garments should be

Apparel," or equivalent revisions, and labeled as ANSI 107-2004 standard the requirements of ISEA "American National Standard for High-Visibility within the right-of-way shall wear high-visibility safety apparel meeting

1. Workers on foot who are exposed to traffic or to construction equipment

WORKER SAFETY NOTES:

COUNTY

SECT

DIST

REVISIONS

TxDOT TxDOT TxDOT

HIGHWAY

SHEET NO.

C TxDOT o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u l t s o r d a m a g e s r e s u l t i n g f r o m i t s u s e k i n d d e

D O

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D O

T a s s u m e s n o r e s p o n s i b i l i t y f o r t h e c o n v e r s i e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e

T e x g i n e e r i a c t i t r r a n t y o f a n y

D I

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bc-21.dgn

November 2002

F I

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R11-2

ROAD

CLOSED

XX

ROAD

WORK

AHEAD

END

ROAD WORK

END

ROAD WORK

CW20-1D

CW1-6

NAME

ADDRESS

CITY

STATE

CONTRACTOR

ROAD WORK

NEXT X MILES

BEGIN

ROAD

WORK

AHEAD

ROAD

WORK

AHEAD

P R

O J

E C

T

1 Block - City

1 Block - City

ROAD WORK

END

ROAD WORK

NEXT X MILES

P R

O J

E C

T

CROSSROAD X

X

X

X

ROAD

WORK

AHEAD

END

ROAD WORK

END

ROAD WORK

CW20-1D

NAME

ADDRESS

CITY

STATE

CONTRACTOR

ROAD WORK

BEGIN

T-INTERSECTION

ROAD

WORK

AHEAD

CW20-1D

CW20-1D

CW20-1D

3X

3X

XX

ROAD WORK

NEXT X MILES

ROAD WORK

NEXT X MILES

NEXT X MILES

INTERSECTED

ROADWAY 1000'-1500' - Hwy

1000'-1500' - Hwy

CSJ Limit

CSJ Limit

XXXXX

XXXXX

1,5,6

X

X

TYPICAL LOCATION OF CROSSROAD SIGNS

X

X

G20-5T

G20-5T

CW1-4R

SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING AT THE CSJ LIMITS

SAMPLE LAYOUT OF SIGNING FOR WORK BEGINNING DOWNSTREAM OF THE CSJ LIMITS

CW1-4L

CW20-1E

WORK

ROAD G20-5T

/ MILE

NEXT X MILES

TYPICAL CONSTRUCTION WARNING SIGN SIZE AND SPACING

MPH

Posted

Speed

Sign

Spacing

(Apprx.)

65 700

70 800

"X"

Feet

75 900 2

80 1000 2

SPACING

SIZE

9-07

Devices Channelizing

Devices Channelizing min.

80'

AREA

WORK

Limit

CSJ

1 and 4) see Note

(Optional

G20-2

G20-1aT

G20-1aT

NEXT X MILES

G20-2

CW13-1P

SPACE

WORK

CW13-1P

MPH

MPH

G20-2

SPACE

WORK

Channelizing Devices

LEGEND

Sign

Type 3 Barricade spacing requirements.

TMUTCD for sign

Spacing chart or the

Warning Sign Size and

See Typical Construction

G20-1bTR

G20-6T

G20-2

G20-2

G20-6T channelizing devices

Type 3 Barricade or devices channelizing

Barricade or

Type 3

G20-6T

GENERAL NOTES

or Series

Number

Sign

Freeway

Expressway/

Road

Conventional

CW20

CW21

CW22 48" x 48" 48" x 48"

CW23

CW25

CW1, CW2,

CW7, CW8, 36" x 36" 48" x 48"

CW9, CW11,

CW14

CW3, CW4,

CW5, CW6, 48" x 48" 48" x 48"

CW8-3,

CW10, CW12

CSJ LIMITS AT T-INTERSECTION

TxDOT

7-13 channelizing devices.

within the project limits. See the applicable TCP sheets for exact location and spacing of signs and

"ROAD WORK AHEAD"(CW20-1D)signs are placed in advance of these work areas to remind drivers they are still

When extended distances occur between minimal work spaces, the Engineer/Inspector should ensure additional

PROJECT LIMIT

BARRICADE AND CONSTRUCTION

WARNING

SIGNS

STATE LAW

OBEY

R20-3T

WARNING

SIGNS

STATE LAW

OBEY

WORK

ZONE

TRAFFIC

FINES

DOUBLE

WHEN

WORKERS

ARE PRESENT

BEGIN

R20-5T

R20-5aTP

SPEED

LIMIT

XX

X location with sign coordinate line should

NO-PASSING

Beginning of SPEED

LIMIT

XX

R2-1

R2-1

BC(2)-21

8-14

R2-1

SPEED

LIMIT

XX

X

G20-10T

XX

CW1-4L

MPHCW13-1P

NAME

ADDRESS

CITY

STATE

CONTRACTOR

ROAD WORK

NEXT X MILES

BEGIN DO

NOT

PASS

appropriate) (as R4-1 work area and/or distance between each additional sign.

Minimum distance from work area to first Advance Warning sign nearest the

(TMUTCD) typical application diagrams or TCP Standard Sheets.

see Part 6 of the "Texas Manual on Uniform Traffic Control Devices"

For typical sign spacings on divided highways, expressways and freeways, G20-10T

SPEED

LIMIT

R2-1

XX

X X

X

G20-2bT

END

WORK ZONE

(See note 2 below)

May be mounted on back of "ROAD WORK AHEAD"(CW20-1D) sign with approval of Engineer.

Safety Traffic

NOTES

G20-2bT

END

WORK ZONE

WORK

ZONE

TRAFFIC

FINES

DOUBLE

WHEN

WORKERS

ARE PRESENT

R20-5T

R20-5aTP

BEGIN

G20-9TP

WORK

ZONE

TRAFFIC

FINES

DOUBLE

WHEN

WORKERS

ARE PRESENT

R20-5T

R20-5aTP

BEGIN

G20-9TP

WORK

ZONE

TRAFFIC

FINES

DOUBLE

WHEN

WORKERS

ARE PRESENT

R20-5T

R20-5aTP

BEGIN

G20-9TP

G20-2bT

END

WORK ZONE

ROAD WORK

NEXT X MILES

G20-1bTL

G20-2bT

END

WORK ZONE

X

ROAD

WORK

AHEAD

CW20-1D

the end of the work zone.

Contractor will install a regulatory speed limit sign at

Control Plan.

and other signs or devices as called for on the Traffic

Area for placement of "ROAD WORK AHEAD" (CW20-1D)sign maintenance work, with the exception of mobile operations.

CSJ limit signing is required for highway construction and if workers are present.

lying outside the CSJ Limits where traffic fines may double motorist of entering or leaving a part of the work zone signs are required outside the CSJ Limits. They inform the shall be used as shown on the sample layout when advance

The "BEGIN WORK ZONE"(G20-9TP) and "END WORK ZONE" (G20-2bT)

No decimals shall be used.

to the nearest whole mile with the approval of the Engineer.

This distance shall replace the "X" and shall be rounded

WORK NEXT X MILES"(G20-5T)sign for each specific project.

to be placed on the G20-1 series signs and "BEGIN ROAD

The Contractor shall determine the appropriate distance

1 and 4) see Note

(Optional

(G20-1bTR)" signs shall be replaced by the detour signing called for in the plans.

The "ROAD WORK NEXT X MILES" left arrow(G20-1bTL) and "ROAD WORK NEXT X MILES" right arrow

NAME"(G20-6T) sign behind the Type 3 Barricades for the road closure (see BC(10) also).

2. If construction closes the road at a T-intersection, the Contractor shall place the "CONTRACTOR being performed at or near an intersection.

such as a flagger and accompanying signs, or other signs, that should be used when work is

1. The Engineer will determine the types and location of any additional traffic control devices, sizes.

Sign Designs for Texas" manual for complete list of available sign design

6. See sign size listing in "TMUTCD", Sign Appendix or the "Standard Highway

5. Only diamond shaped warning sign sizes are indicated.

Note 2 under "Typical Location of Crossroad Signs".

crossroads at the discretion of the Engineer as per TMUTCD Part 5. See

4. 36" x 36" "ROAD WORK AHEAD" (CW20-1D)signs may be used on low volume or more advance warning.

3. Distance between signs should be increased as required to have 1/2 mile advance warning.

2. Distance between signs should be increased as required to have 1500 feet

1. Special or larger size signs may be used as necessary.

the plans or as determined by the Engineer/Inspector, shall be in place.

6. When work occurs in the intersection area, appropriate traffic control devices, as shown elsewhere in

5. Additional traffic control devices may be shown elsewhere in the plans for higher volume crossroads.

will determine whether a roadway is considered high volume.

motorists of the length of construction in either direction from the intersection. The Engineer

4. The "ROAD WORK NEXT X MILES"(G20-1aT)sign shall be required at high volume crossroads to advise

Zone Standard Sheets.

location and spacing of any sign not shown on the BC sheets, Traffic Control Plan sheets or the Work be considered part of the minimum requirements. The Engineer/Inspector will determine the proper

AHEAD, LOOSE GRAVEL, or other appropriate signs. When additional signs are required, these signs will

3. Based on existing field conditions, the Engineer/Inspector may require additional signs such as FLAGGER information shall be shown in the plans.

crossroads. The Engineer will determine whether a road is low volume as per TMUTCD Part 5. This

Texas" manual for sign details. The Engineer may omit the advance warning signs on low volume

"Typical Construction Warning Sign Size and Spacing"). See the "Standard Highway Sign Designs for with the reduced size 36" x 18" "END ROAD WORK"(G20-2) sign on low volume crossroads (see Note 4 under

2. The Engineer may use the reduced size 36" x 36" ROAD WORK AHEAD (CW20-1D) sign mounted back to back

(G20-2) "END ROAD WORK" sign, unless noted otherwise in plans.

1. The typical minimum signing on a crossroad approach should be a "ROAD WORK AHEAD" (CW20-1D)sign and a

WORK AREAS IN MULTIPLE LOCATIONS WITHIN CSJ LIMITS

G20-9TP

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WORK ZONE SPEED LIMIT

BARRICADE AND CONSTRUCTION

BC(3)-21

Safety Traffic

SPEED

LIMIT

SPEED

LIMIT

TYPICAL APPLICATION OF WORK ZONE SPEED LIMIT SIGNS

WORK

ZONE

SPEED

LIMIT

WORK

ZONE

WORK

ZONE

SPEED

LIMIT

(750' - 1500') (750' - 1500')

R2-1

R2-1

R2-1 R2-1

Reduced speeds should only be posted in the vicinity of work activity and not throughout the entire project.

LIMIT

SPEED

CW3-5

See General Note 4 and approved by the Texas Transportation Commission, or by City Ordinance when within Incorporated City Limits.

Work zone speed limits shall be regulatory, established in accordance with the "Procedures for Establishing Speed Zones," or covered during periods when they are not needed.

Regulatory work zone speed signs (R2-1) shall be removed signing.

additional advance

See BC(2) for one direction only.

Signing shown for

LIMITS

CSJ

Note 4

See General

LIMIT

SPEED

CW3-5

G20-5aP

G20-5aP

SPEED

LIMIT

GENERAL NOTES

GUIDANCE FOR USE:

mounting height.

3. Speed zone signs are illustrated for one direction of travel and are normally posted for each direction of travel.

40 mph and greater 0.2 to 2 miles

35 mph and less 0.2 to 1 mile

5. Regulatory speed limit signs shall have black legend and border on a white reflective

B. Flagger stationed next to sign.

A. Law enforcement.

C. Portable changeable message sign (PCMS).

This type of work zone speed limit should be included on the design of the traffic control plans when restricted geometrics with a lower design speed are present in the work zone and modification of the geometrics to a higher design speed is not feasible.

Work activity may also be defined as a change in the roadway that requires a reduced speed for motorists to safely negotiate the work area, including:

a) rough road or damaged pavement surface

b) substantial alteration of roadway geometrics (diversions)

c) construction detours

d) grade

e) width

As long as any of these conditions exist, the work zone speed limit signs

SHORT TERM WORK ZONE SPEED LIMITS

the traffic control plans when workers or equipment are not behind concrete

f) other conditions readily apparent to the driver projects where speed control is of major importance.

E. Speed monitor trailers or signs.

D. Low-power (drone) radar transmitter.

(See Removing or Covering on BC(4)).

Long/Intermediate Term Work Zone Speed Limit signs, when approved as described above, should be posted and visible to the motorist when work activity is present.

motorists only when work activity is present. When work activity is not present, signs shall be removed or covered.

Short Term Work Zone Speed Limit signs should be posted and visible to the background (See "Reflective Sheeting" on BC(4)).

4. Frequency of work zone speed limit signs should be:

8. Techniques that may help reduce traffic speeds include but are not limited to:

2. Regulatory work zone speed limit signs shall be placed on supports at a 7 foot minimum should remain in place.

1. Regulatory work zone speed limits should be used only for sections of construction

LONG/INTERMEDIATE TERM WORK ZONE SPEED LIMITS

zone reduction see TxDOT form #1204 in the TxDOT e-form system.

conditions and factors impacting allowable regulatory construction speed

10.For more specific guidance concerning the type of work, work zone

Work Zone Speed Limits should only be posted as approved for each project.

9. Speeds shown on details above are for illustration only.

This type of work zone speed limit may be included on the design of barrier, when work activity is within 10 feet of the traveled way or actually in the traveled way.

otherwise noted under "REMOVING OR COVERING" on BC(4).

7. Turning signs from view, laying signs over or down will not be allowed, unless as directly, but shall be considered subsidiary to Item 502.

"WORK ZONE"(G20-5aP) plaque and the "SPEED LIMIT"(R2-1)signs shall not be paid for

6. Fabrication, erection and maintenance of the"ADVANCE SPEED LIMIT"(CW3-5)sign, Note 4

See General

R2-1

WORK

ZONE

SPEED

LIMIT

R2-1 signing.

additional advance

See BC(2) for one direction only.

Signing shown for

G20-5aP G20-5aP

SPEED

LIMIT

70 R2-1

LIMITS

CSJ

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TEMPORARY SIGN NOTES

BARRICADE AND CONSTRUCTION

XX

T r a v e l l a n e e d

12' min.

FRONT ELEVATION

SIDE ELEVATION

T r a v e l l a n e e d

OR

TYPICAL MINIMUM CLEARANCES FOR LONG TERM AND INTERMEDIATE TERM SIGNS

CONTRACTOR REQUIREMENTS FOR MAINTAINING PERMANENT SIGNS

WITHIN THE PROJECT LIMITS

0'-6'

3. When existing permanent signs are moved and relocated due to construction

Standards. This work should be paid for under the appropriate pay item for or his/her construction equipment shall be replaced as soon as possible by the to Item 502.

ATTACHMENT FOR SIGN SUPPORTS

Wood

STOP/SLOW PADDLES

24"

24"

6.0' min.

Fiber Reinforced Plastic

Wood, metal or

SIZE OF SIGNS

SIGN SUBSTRATES

SIGN LETTERS

min.

6'

9.0' max.

7.0' min.

9.0' max.

7.0' min.

shoulder

Paved shoulder

Paved above sign protrude shall not

Support above sign protrude shall…