1-Plans- August 2025 Bid Set.pdf

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BRYANT CASWELL, P.E.

BGE, INC. TBPE NO. F-1046

2595 DALLAS PARKWAY SUITE 101

FRISCO, TEXAS 75034

(972) 464-4812 (MAIN)

(214) 673-1529 (DIRECT)

EMAIL: BCASWELL@BGEINC.COM

DATE

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AUGUST 2025

BRUSHY CREEK REGIONAL

WASTEWATER

TREATMENT PLANT

3939 EAST PALM VALLEY BLVD.

ROUND ROCK, TX 78665

CONSTRUCTION PLANS FOR

2 MILLION GALLON REUSE GROUND STORAGE TANK

UTILITIES AND ENVIRONMENTAL SERVICES DEPARTMENT

CITY OF ROUND ROCK, TEXAS

BGE JOB NO.

FILE

DATE

DESIGNED

DRAWN

REVISED

CHECKED

9336-00

DATEBYREVISIONNO.

2025-07-29

BC

DL

101 West Louis Henna Blvd. Suite 400 BGE, Inc.

Austin, TX 78728

TBPE Registration No. F-1046 Tel: 512-879-0400 ● www.bgeinc.com

V I C I N I T Y M A P

ALL RESPONSIBILITY FOR THE ADEQUACY OF THESE PLANS REMAINS WITH THE

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

ROCK MUST RELY UPON THE ADEQUACY OF THE WORK BY THE DESIGN ENGINEER.

ACCEPTED FOR CONSTRUCTION:

------------------------------------------------------------------------------ DATE: ------------------------------------

CITY OF ROUND ROCK

UTILITIES AND ENVIRONMENTAL SERVICES

3400 SUNRISE ROAD

ROUND ROCK, TEXAS 78665

PHONE: (512) 218-5555

FAX: (512) 255-6911

CITY OFFICIALS

CRAIG MORGAN MAYOR

MICHELLE LY COUNCIL MEMBER

RENE FLORES COUNCIL MEMBER

MELISSA FLEMING COUNCIL MEMBER

FRANK ORTEGA COUNCIL MEMBER

KRISTIN STEVENS COUNCIL MEMBER/MAYOR PRO TEM

HILDA MONTGOMERY COUNCIL MEMBER

LAURIE HADLEY CITY MANAGER

MICHAEL THANE, P.E. UTILITIES DIRECTOR

BGE

BGE, Inc.

F-1046

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D. BRYANT CASWELL

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C R

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BRUSHY CREEK REGIONAL

WASTEWATER

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BGE, Inc.

F-1046

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SCALE: 1" = 1000'

PROJECT LOCATION

CITY OF ROUND ROCK

WILLIAMSON COUNTY, TEXAS

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GENERAL DESCRIPTION OF WORK INCLUDED IN PROJECT:

1. CONSTRUCTION OF A 2.0 MILLION GALLON PRESTRESSED CONCRETE CLEARWELL TO STORE REUSE WATER.

2. CONSTRUCTION OF 12-INCH POTABLE WATER FILL LINE.

3. RELATED PIPING, VALVING, METERING, ELECTRICAL, AND INSTRUMENTATION WORK.

DRAWING INDEX

SERIES 0000 - GENERAL

1 00G-01 GENERAL - COVER SHEET

2 00G-02 GENERAL - SHEET INDEX AND MAP SITE LOCATION

3 00G-03 GENERAL - GENERAL NOTES

4 00G-04 GENERAL - ABBREVIATIONS

5 00G-05 GENERAL - LEGEND AND SYMBOLOGY

6 00G-06 GENERAL - SWPPP

7 00C-01 GENERAL - CIVIL - TREE PROTECTION AND EROSION SEDIMENTATION CONTROL DETAILS

8 00C-02 GENERAL - CIVIL - PAVING AND MISCELLANEOUS DETAILS

9 00C-03 GENERAL - CIVIL - WATER DETAILS - SHEET 1

10 00C-04 GENERAL - CIVIL - WATER DETAILS - SHEET 2

11 00C-05 GENERAL - CIVIL - DRAIN DETAILS - SHEET 1

12 00C-06 GENERAL - CIVIL - DRAIN DETAILS - SHEET 2

13 00C-08 GENERAL - CIVIL - REUSE WATER DETAILS

14 00C-09 GENERAL - CIVIL - SITE IMPROVEMENTS CIVIL THRUST BLOCKING DETAILS

15 00D-01 GENERAL - PROCESS - DRAIN AND NON-POTABLE WATER SCHEMATIC

16 00D-02 GENERAL - PROCESS - FLOW DIAGRAM AND CHLORINATION SYSTEM SCHEMATIC

17 00D-03 GENERAL - PROCESS - PROPOSED HYDRAULIC PROFILE

18 00D-04 GENERAL - PROCESS - PIPE SUPPORT DETAILS

19 00D-06 GENERAL - PROCESS - WALL PENETRATION DETAILS AND TYPICAL JOINT BONDING DETAIL

SERIES 1000 - CIVIL

20 01C-01 SITE IMPROVEMENTS - CIVIL - OVERALL SITE PLAN

21 01C-02 SITE IMPROVEMENTS - CIVIL - EROSION CONTROL AND CONSTRUCTION STAGING AREA - SHEET 1 22 01C-03 SITE IMPROVEMENTS - CIVIL - EROSION CONTROL AND CONSTRUCTION STAGING AREA - SHEET 2

23 01C-04 SITE IMPROVEMENTS - CIVIL - DRAINAGE AREA MAP

24 01C-05 SITE IMPROVEMENTS - CIVIL - HORIZONTAL CONTROL PAVING AND GRADING PLAN

25 01C-06 SITE IMPROVEMENTS - CIVIL - YARD PIPING

26 01C-07 SITE IMPROVEMENTS - CIVIL - YARD PIPING INDEX MAP

27 01C-08 SITE IMPROVEMENTS - CIVIL - WATER LINE PLAN AND PROFILE STA. 0+00 - 5+00 28 01C-09 SITE IMPROVEMENTS - CIVIL - WATER LINE PLAN AND PROFILE STA. 5+00 - 9+00 29 01C-10 SITE IMPROVEMENTS - CIVIL - WATER LINE PLAN AND PROFILE STA. 9+00 - 14+00 30 01C-11 SITE IMPROVEMENTS - CIVIL - WATER LINE PLAN AND PROFILE STA. 14+00 - END 31 01C-14 SITE IMPROVEMENTS - CIVIL - REUSE WATER CLEARWELL TANK INLET PLAN AND PROFILE 32 01C-15 SITE IMPROVEMENTS - CIVIL - REUSE WATER CLEARWELL TANK OUTLET PLAN AND PROFILE

33 01C-16 SITE IMPROVEMENTS - CIVIL - CLEARWELL DRAIN PLAN DR A STA. 1+00 - END

34 01C-17 SITE IMPROVEMENTS - CIVIL - CLEARWELL DRAIN PROFILE DR A STA. 1+00 - END

SERIES 2000 - CLEARWELL TANK

35 03D-01 CLEARWELL TANK - PROCESS - SECTIONAL AND COVER PLANS

36 03D-02 CLEARWELL TANK - PROCESS - ILLUSTRATIVE SECTION AND TYPICAL WALL SECTION

37 03D-03 CLEARWELL TANK - PROCESS - PIPING DETAILS 1

38 03D-05 CLEARWELL TANK - PROCESS - PIPING DETAILS 2

SERIES 3000 - ELECTRICAL

39 00E-01 SITE PLAN - ELECTRICAL SITE PLAN

40 00E-02 CLEARWELL TANK - ELECTRICAL CONTROL BUILDING POWER PLAN

41 00E-03 CLEARWELL TANK - ELECTRICAL DUCTBANK SECTIONS

42 00E-04 CLEARWELL TANK - ELECTRICAL CONTROL DIAGRAM 1

43 00E-05 CLEARWELL TANK - ELECTRICAL CONTROL DIAGRAM 2

44 00E-06 CLEARWELL TANK - ELECTRICAL CONTROL DIAGRAM 3

45 00E-07 CLEARWELL TANK - ELECTRICAL DETAILS

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COLLINGWOOD DR

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MEADOW WAY

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FAIRVIEW DR

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DAWSON RD

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EVERGREEN DR

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HARRELL PKWY

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MEADOW RUN

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MEANDERING WAY

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TREVINO DR

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ATEN LOOP

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BUTLER WAY

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N RED BUD LN

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KENNEYS WAY

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HARRELL PKWY

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BISON PATH

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WHITLOW WAY

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ROD CAREW DR

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ROD CAREW DR

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HARRELL PKWY

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SERVICE

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FOREST CREEK DR

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BLUFF VIEW

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HILLWAY

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SERVICE

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SERVICE

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SERVICE

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JOE DIMAGGIO BLVD

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CRIMSON SKY CT

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PEARSON WAY

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BRUSHY CREEK RD

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CHAMBERLAIN DR

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SCENIC TER

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BOBBY JONES WAY

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CLINTON PL

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YOGI BERRA WAY

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VINTAGE DR

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FOREST BLUFF TRL

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CRENSHAW DR

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COUNTRY DR

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STILLMEADOW

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WILDFLOWER TRL

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GOLDEN CREEK DR

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TIFFANY NICOLE

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KIM CV

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JOSEPH ST

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ALEXANDRIA WAY

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JAMES PARKER LN

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ROCKIN J RD

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AMBERGLOW CT

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D. BRYANT CASWELL

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00G-03

PROJECT NAME: 2 MILLION GALLON REUSE GROUND STORAGE TANK

GENERAL NOTES:

1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CITY OF ROUND

ROCK STANDARD SPECIFICATIONS MANUAL AND TXDOT STANDARD

SPECIFICATIONS FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS

AND BRIDGES (2014).

2. ANY EXISTING UTILITIES, PAVEMENT, CURBS, SIDEWALKS, STRUCTURES,

TREES, ETC., NOT PLANNED FOR DESTRUCTION OR REMOVAL THAT ARE

DAMAGED OR REMOVED SHALL BE REPAIRED OR REPLACED AT

CONTRACTOR'S EXPENSE.

3. THE CONTRACTOR SHALL VERIFY ALL DEPTHS AND LOCATIONS OF

EXISTING UTILITIES PRIOR TO ANY CONSTRUCTION. ANY DISCREPANCIES

WITH THE CONSTRUCTION PLANS FOUND IN THE FIELD SHALL BE BROUGHT

IMMEDIATELY TO THE ATTENTION OF THE ENGINEER WHO SHALL BE

RESPONSIBLE FOR REVISING THE PLANS ARE APPROPRIATE.

4. MANHOLE FRAMES, COVERS, VALVES, CLEANOUTS, ETC. SHALL BE RAISED

TO FINISHED GRADE PRIOR TO FINAL PAVING CONSTRUCTION.

5. THE CONTRACTOR SHALL GIVE THE CITY OF ROUND ROCK 48 HOURS

NOTICE BEFORE BEGINNING EACH PHASE OF CONSTRUCTION. TELEPHONE

512-218-3241 (CONSTRUCTION INSPECTION-MAIN LINE).

6. ALL AREAS DISTURBED OR EXPOSED DURING CONSTRUCTION SHALL BE

REVEGETATED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.

REVEGETATION OF ALL DISTURBED OR EXPOSED AREAS SHALL CONSIST

OF SODDING OR SEEDING, AT THE CONTRACTOR'S OPTION. HOWEVER, THE

TYPE OF REVEGETATION MUST EQUAL OR EXCEED THE TYPE OF

VEGETATION PRESENT BEFORE CONSTRUCTION.

7. PRIOR TO ANY CONSTRUCTION, THE ENGINEER SHALL CONVENE A

PRECONSTRUCTION CONFERENCE BETWEEN THE CITY OF ROUND ROCK,

HIMSELF, THE CONTRACTOR, OTHER UTILITY COMPANIES, ANY AFFECTED

PARTIES AND ANY OTHER ENTITY THE CITY OR ENGINEER MAY REQUIRE.

8. THE CONTRACTOR AND THE ENGINEER SHALL KEEP ACCURATE RECORDS

OF ALL CONSTRUCTION THAT DEVIATES FROM THE PLANS. THE ENGINEER

SHALL FURNISH THE CITY OF ROUND ROCK ACCURATE "AS-BUILT"

DRAWINGS FOLLOWING COMPLETION OF ALL CONSTRUCTION. THESE "AS-

BUILT" DRAWINGS SHALL MEET WITH THE SATISFACTION OF THE

ENGINEERING AND DEVELOPMENT SERVICES DEPARTMENT PRIOR TO

FINAL ACCEPTANCE.

9. THE ROUND ROCK CITY COUNCIL SHALL NOT BE PETITIONED FOR

ACCEPTANCE UNTIL ALL NECESSARY EASEMENT DOCUMENTS HAVE BEEN

SIGNED AND RECORDED.

10. WHEN CONSTRUCTION IS BEING CARRIED OUT WITHIN EASEMENTS, THE

CONTRACTOR SHALL CONFINE HIS WORK TO WITHIN THE PERMANENT AND

ANY TEMPORARY EASEMENTS. PRIOR TO FINAL ACCEPTANCE, THE

CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TRASH AND

DEBRIS WITHIN THE PERMANENT AND TEMPORARY EASEMENTS. CLEAN-UP

SHALL BE TO THE SATISFACTION OF THE CITY ENGINEER.

11. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL APPLY FOR AND

SECURE ALL PROPER PERMITS FROM THE APPROPRIATE AUTHORITIES.

12. AVAILABLE BENCHMARKS (CITY OF ROUND ROCK DATUM) THAT MAY BE

UTILIZED FOR THE CONSTRUCTION OF THIS PROJECT ARE DESCRIBED AS

FOLLOWS (SEE BENCHMARK INFORMATION SHEET 20.

13. MARK AND MAINTAIN 100-FOOT STATION INTERVALS FOR DURATION OF

PROJECT. CONSIDER SUBSIDIARY TO VARIOUS BID ITEMS.

14. THE LOCATIONS OF THE UTILITIES SHOWN ON THESE PLANS DOES NOT

RELIEVE THE CONTRACTOR FROM THE DUTY TO COMPLY WITH

APPLICABLE UTILITY DAMAGE PREVENTION LAWS AND REGULATIONS,

INCLUDING BUT NOT LIMITED TO, GIVING NOTIFICATION TO UTILITY

OWNER'S "ONE- CALL" CENTERS BEFORE EXCAVATION.

15. EQUIP ALL CONSTRUCTION EQUIPMENT USED IN ROADWAY WORK WITH A

PERMANENTLY MOUNTED 360 DEG REVOLVING OR STROBE WARNING

LIGHT WITH AMBER LENS. LIGHT WILL HAVE A MINIMUM LENS HEIGHT AND

DIAMETER OF 5 INCHES AND MOUNTING HEIGHT OF NOT LESS THAN 6 FEET

ABOVE THE ROADWAY SURFACE AND BE VISIBLE FROM ALL SIDES. ATTACH

AT EACH SIDE OF THE REAR END OF THE CONSTRUCTION EQUIPMENT AN

APPROVED ORANGE WARNING FLAG MOUNTED NOT LESS THAN 6 FEET

ABOVE THE ROADWAY SURFACE.

16. SAWCUT ANY CONCRETE OR ASPHALTIC CONCRETE PAVEMENT AREAS,

WHERE NEEDED, AS DIRECTED. CONSIDER SUBSIDIARY TO THE

PERTINENT ITEMS.

17. MAINTAIN POSITIVE DRAINAGE FOR PERMANENT, AS WELL AS, TEMPORARY

DRAINAGE FOR THE DURATION OF THE PROJECT. THIS WORK IS THE SOLE

RESPONSIBILITY OF THE CONTRACTOR. CONSTRUCT TEMPORARY AND

PERMANENT DRAINAGE SYSTEMS PRIOR TO THE PLACEMENT OF

TEMPORARY PAVEMENT, WHEN POSSIBLE, BUT ABSOLUTELY PRIOR TO THE

PLACEMENT OF PERMANENT PAVEMENT. BE RESPONSIBLE FOR ANY ITEMS

ASSOCIATED WITH THE TEMPORARY/INTERIM DRAINAGE AND ALL RELATED

MAINTENANCE. NO DIRECT PAYMENT WILL BE MADE FOR THIS WORK. THE

ENGINEER WILL HAVE THE FINAL AUTHORITY IN DETERMINING THE

ADEQUACY OF ANY TEMPORARY/PERMANENT DRAINAGE FEATURES

INSTALLED.

18. CURB RAMP DETECTABLE WARNING SURFACE SHALL BE PREFABRICATED

DETECTABLE WARNING PANEL.

19. THE TECHNICAL SPECIFICATIONS WITHIN THIS CONTRACT'S PROJECT

MANUAL GOVERN. FOR ANY ADDITIONAL ITEMS NOT COVERED IN THE

PROJECT MANUAL, THE CONTRACTOR SHALL REFER TO CITY OF ROUND

ROCK STANDARD SPECIFICATIONS.

STREET AND DRAINAGE NOTES:

1. ALL TESTING SHALL BE DONE BY AN INDEPENDENT LABORATORY AT THE

OWNER'S EXPENSE. ANY RETESTING SHALL BE PAID FOR BY THE

CONTRACTOR. A CITY INSPECTOR SHALL BE PRESENT DURING ALL TESTS.

TESTING SHALL BE COORDINATED WITH THE CITY INSPECTOR AND HE

SHALL BE GIVEN A MINIMUM OF 24 HOURS NOTICE PRIOR TO ANY TESTING.

512-218-3241 (CONSTRUCTION INSPECTION-MAIN LINE).

2. BACKFILL BEHIND THE CURB SHALL BE COMPACTED TO OBTAIN A MINIMUM

OF 95% MAXIMUM DENSITY TO WITHIN 3" OF TOP OF CURB. MATERIAL USED

SHALL BE PRIMARILY GRANULAR WITH NO ROCKS LARGER THAN 6" IN THE

GREATEST DIMENSION. THE REMAINING 3" SHALL BE CLEAN TOPSOIL FREE

FROM ALL CLODS AND SUITABLE FOR SUSTAINING PLANT LIFE.

3. DEPTH OF COVER FOR ALL CROSSINGS UNDER PAVEMENT INCLUDING GAS,

ELECTRIC, TELEPHONE, CABLE TV, WATER SERVICES, ETC., SHALL BE A

MINIMUM OF 30" BELOW SUBGRADE.

4. STREET RIGHTS-OF-WAY SHALL BE GRADED AT A SLOPE OF 1/4" PER FOOT

TOWARD THE CURB UNLESS OTHERWISE INDICATED. HOWEVER, IN NO

CASE SHALL THE WIDTH OF RIGHT-OF-WAY AT 1/4" PER FOOT SLOPE BE

LESS THAN 10 FEET UNLESS A SPECIFIC REQUEST FOR AN ALTERNATE

GRADING SCHEME IS MADE TO AND ACCEPTED BY THE CITY OF ROUND

ROCK ENGINEERING AND DEVELOPMENT SERVICES DEPARTMENT.

5. BARRICADES BUILT TO CITY OF ROUND ROCK STANDARDS SHALL BE

CONSTRUCTED ON ALL DEAD-END STREETS AND AS NECESSARY DURING

CONSTRUCTION TO MAINTAIN JOB AND PUBLIC SAFETY.

6. ALL R.C.P. SHALL BE MINIMUM CLASS III.

7. THE SUBGRADE MATERIAL FOR THE STREETS SHOWN HEREIN WAS TESTED

BY RABA KISTNER ENGINEERING CONSULTANT AND THE PAVING SECTIONS

DESIGNED IN ACCORDANCE WITH THE CURRENT CITY OF ROUND ROCK

DESIGN CRITERIA. THE PAVING SECTIONS ARE TO BE CONSTRUCTED IN

ACCORDANCE WITH PLANS AND AS SUGGESTED BY GEOTECH REPORT.

THE GEOTECHNICAL ENGINEER SHALL INSPECT THE SUBGRADE FOR

COMPLIANCE WITH THE DESIGN ASSUMPTIONS MADE DURING

PREPARATION OF THE SOILS REPORT. ANY ADJUSTMENTS THAT ARE

REQUIRED SHALL BE MADE THROUGH REVISION OF THE CONSTRUCTION

PLANS.

8. WHERE PI'S ARE OVER 20, SUBGRADES MUST BE STABILIZED UTILIZING A

METHOD ACCEPTABLE TO THE CITY ENGINEER. THE GEOTECHNICAL

ENGINEER SHALL RECOMMEND AN APPROPRIATE SUBGRADE

STABILIZATION IF SULFATES ARE DETERMINED TO BE PRESENT.

9. ALL NON-CITY INFRASTRUCTURE INCLUDING GAS, ELECTRIC, CABLE, AND

TELECOMMUNICATIONS SHALL TRAVERSE UNDERNEATH CITY

INFRASTRUCTURE. THIS INCLUDES BUT IS NOT LIMITED TO WATERLINES,

WASTE WATER LINES AND STORM SEWER WITH A MINIMUM

OUTSIDE-TO-OUTSIDE CLEARANCE OF 18".

WATER AND WASTEWATER NOTES:

1. PIPE MATERIAL FOR WATER MAINS SHALL BE PVC (AWWA C-900, MIN. CLASS

200), OR DUCTILE IRON (AWWA C-100, MIN. CLASS 200). WATER SERVICES

(2" OR LESS) SHALL BE POLYETHYLENE TUBING (BLACK, 200 PSI, DR 9).

2. PIPE MATERIAL FOR PRESSURE WASTEWATER MAINS SHALL BE PVC

(AWWA C-900, MIN. CLASS 150), OR DUCTILE IRON (AWWA C-100, MIN. CLASS

200). PIPE MATERIAL FOR GRAVITY WASTEWATER MAINS SHALL BE PVC

(ASTM D2241 OR D3034, MAX. DR-26), DUCTILE IRON (AWWA C-100, MIN.

CLASS 200).

3. UNLESS OTHERWISE ACCEPTED BY THE CITY ENGINEER, DEPTH OF COVER

FOR ALL LINES OUT OF THE PAVEMENT SHALL BE 42" MIN., AND DEPTH OF

COVER FOR ALL LINES UNDER PAVEMENT SHALL BE A MIN. OF 30" BELOW

SUBGRADE.

4. ALL FIRE HYDRANT LEADS SHALL BE DUCTILE IRON PIPE (AWWA C-100, MIN.

CLASS 200).

5. ALL IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH MINIMUM 8-MIL

POLYETHYLENE AND SEALED WITH DUCT TAPE OR EQUAL ACCEPTED BY

THE CITY ENGINEER.

6. THE CONTRACTOR SHALL CONTACT THE CITY INSPECTOR AT 512-218-3241

TO COORDINATE UTILITY TIE-INS AND NOTIFY HIM AT LEAST 48 HOURS

PRIOR TO CONNECTING TO EXISTING LINES.

7. ALL MANHOLES SHALL BE CONCRETE WITH CAST IRON RING AND COVER.

ALL MANHOLES LOCATED OUTSIDE OF THE PAVEMENT SHALL HAVE

BOLTED COVERS. TAPPING OF FIBERGLASS MANHOLES SHALL NOT BE

ALLOWED.

8. THE CONTRACTOR MUST OBTAIN A BULK WATER PERMIT OR PURCHASE

AND INSTALL A WATER METER FOR ALL WATER USED DURING

CONSTRUCTION. A COPY OF THIS PERMIT MUST BE CARRIED AT ALL TIMES

BY ALL WHO USE WATER.

9. LINE FLUSHING OR ANY ACTIVITY USING A LARGE QUANTITY OF WATER

MUST BE SCHEDULED WITH THE WATER & WASTEWATER

SUPERINTENDENT, TELEPHONE 512-218-5555.

10. THE CONTRACTOR, AT HIS EXPENSE, SHALL PERFORM STERILIZATION OF

ALL POTABLE WATER LINES CONSTRUCTED AND SHALL PROVIDE ALL

EQUIPMENT (INCLUDING TEST GAUGES), SUPPLIES (INCLUDING

CONCENTRATED CHLORINE DISINFECTING MATERIAL), AND NECESSARY

LABOR REQUIRED FOR THE STERILIZATION PROCEDURE. THE

STERILIZATION PROCEDURE SHALL BE MONITORED BY CITY OF ROUND

ROCK PERSONNEL. WATER SAMPLES WILL BE COLLECTED BY THE CITY OF

ROUND ROCK TO VERIFY EACH TREATED LINE HAS ATTAINED AN INITIAL

CHLORINE CONCENTRATION OF 50 PPM. WHERE MEANS OF FLUSHING IS

NECESSARY, THE CONTRACTOR, AT HIS EXPENSE, SHALL PROVIDE

FLUSHING DEVICES AND REMOVE SAID DEVICES PRIOR TO FINAL

ACCEPTANCE BY THE CITY OF ROUND ROCK.

11. SAMPLING TAPS SHALL BE BROUGHT UP TO 3 FEET ABOVE GRADE AND

SHALL BE EASILY ACCESSIBLE FOR CITY PERSONNEL. AT THE

CONTRACTOR'S REQUEST, AND IN HIS PRESENCE, SAMPLES FOR

BACTERIOLOGICAL TESTING WILL BE COLLECTED BY THE CITY OF ROUND

ROCK NOT LESS THAN 24 HOURS AFTER THE TREATED LINE HAS BEEN

FLUSHED OF THE CONCENTRATED CHLORINE SOLUTION AND CHARGED

WITH WATER APPROVED BY THE CITY. THE CONTRACTOR SHALL SUPPLY A

CHECK OR MONEY ORDER, PAYABLE TO THE CITY OF ROUND ROCK, TO

COVER THE FEE CHARGED FOR TESTING EACH WATER SAMPLE. CITY OF

ROUND ROCK FEE AMOUNTS MAY BE OBTAINED BY CALLING THE

ENGINEERING AND DEVELOPMENT SERVICES DEPARTMENT AT

512-218-3241.

12. THE CONTRACTOR, AT HIS EXPENSE, SHALL PERFORM QUALITY TESTING

FOR ALL WASTEWATER PIPE INSTALLED AND PRESSURE PIPE

HYDROSTATIC TESTING OF ALL WATER LINES CONSTRUCTED AND SHALL

PROVIDE ALL EQUIPMENT (INCLUDING PUMPS AND GAUGES), SUPPLIES

AND LABOR NECESSARY TO PERFORM THE TESTS. QUALITY AND

PRESSURE TESTING SHALL BE MONITORED BY CITY OF ROUND ROCK

PERSONNEL.

13. THE CONTRACTOR SHALL COORDINATE TESTING WITH THE CITY OF

INSPECTOR AND PROVIDE NO LESS THAN 24 HOURS NOTICE PRIOR TO

PERFORMING STERILIZATION, QUALITY TESTING OR PRESSURE TESTING.

14. THE CONTRACTOR SHALL NOT OPEN OR CLOSE ANY VALVES UNLESS

AUTHORIZED BY THE CITY OF ROUND ROCK.

15. ALL VALVE BOXES AND COVERS SHALL BE CAST IRON.

16. ALL WATER SERVICE, WASTEWATER SERVICE AND VALVE LOCATIONS

SHALL BE APPROPRIATELY MARKED AS FOLLOWS:

WATER SERVICE "W" ON TOP OF CURB WASTEWATER SERVICE "S" ON

TOP OF CURB VALVE "V" ON FACE OF CURB

TOOLS FOR MARKING THE CURB SHALL BE PROVIDED BY THE

CONTRACTOR. OTHER APPROPRIATE MEANS OF MARKING SERVICE AND

VALVE LOCATIONS SHALL BE PROVIDED IN AREAS WITHOUT CURBS.

SUCH MEANS OF MARKING SHALL BE AS SPECIFIED BY THE ENGINEER

AND ACCEPTED BY THE CITY OF ROUND ROCK.

17. CONTACT CITY OF ROUND ROCK ENGINEERING AND DEVELOPMENT

SERVICES DEPARTMENT AT 512-218-3241 FOR ASSISTANCE IN OBTAINING

EXISTING WATER AND WASTEWATER LOCATIONS.

18. THE CITY OF ROUND ROCK FIRE DEPARTMENT SHALL BE NOTIFIED 48

HOURS PRIOR TO TESTING OF ANY BUILDING SPRINKLER PIPING IN ORDER

THAT THE FIRE DEPARTMENT MAY MONITOR SUCH TESTING.

19. SAND, AS DESCRIBED IN SPECIFICATION ITEM 510 PIPE, SHALL NOT BE

USED AS BEDDING FOR WATER AND WASTEWATER LINES. ACCEPTABLE

BEDDING MATERIALS ARE PIPE BEDDING STONE, PEA GRAVEL AND IN LIEU

OF SAND, A NATURALLY OCCURRING OR MANUFACTURED STONE MATERIAL

CONFORMING TO ASTM C33 FOR STONE QUALITY AND MEETING THE

FOLLOWING GRADATION SPECIFICATION:

SIEVE SIZE PERCENT RETAINED BY

1/2" 0 3/8" 0-2 #4 40-85 #10 95-100

20. THE CONTRACTOR IS HEREBY NOTIFIED THAT CONNECTING TO, SHUTTING

DOWN, OR TERMINATING EXISTING UTILITY LINES MAY HAVE TO OCCUR AT

OFF-PEAK HOURS. SUCH HOURS ARE USUALLY OUTSIDE NORMAL WORKING

HOURS AND POSSIBLY BETWEEN 12 A.M. AND 6 A.M.

21. ALL WASTEWATER CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE

TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) REGULATIONS,

30 TAC CHAPTER 213 AND 317, AS APPLICABLE. WHENEVER TCEQ AND CITY

OF ROUND ROCK SPECIFICATIONS CONFLICT, THE MORE STRINGENT SHALL

APPLY.

TRENCH SAFETY NOTES:

1. IN ACCORDANCE WITH THE LAWS OF THE STATE OF TEXAS AND THE U. S.

OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION REGULATIONS, ALL

TRENCHES OVER 5 FEET IN DEPTH IN EITHER HARD AND COMPACT OR

SOFT AND UNSTABLE SOIL SHALL BE SLOPED, SHORED, SHEETED, BRACED

OR OTHERWISE SUPPORTED. FURTHERMORE, ALL TRENCHES LESS THAN 5

FEET IN DEPTH SHALL ALSO BE EFFECTIVELY PROTECTED WHEN

HAZARDOUS GROUND MOVEMENT MAY BE EXPECTED. TRENCH SAFETY

SYSTEMS TO BE UTILIZED FOR THIS PROJECT (WILL BE PROVIDED BY THE

CONTRACTOR).

2. IN ACCORDANCE WITH THE U. S. OCCUPATIONAL SAFETY AND HEALTH

ADMINISTRATION REGULATIONS, WHEN PERSONS ARE IN TRENCHES

4-FEET DEEP OR MORE, ADEQUATE MEANS OF EXIT, SUCH AS A LADDER OR

STEPS, MUST BE PROVIDED AND LOCATED SO AS TO REQUIRE NO MORE

THAN 25 FEET OF LATERAL TRAVEL.

3. IF TRENCH SAFETY SYSTEM DETAILS WERE NOT PROVIDED IN THE PLANS

BECAUSE TRENCHES WERE ANTICIPATED TO BE LESS THAN 5 FEET IN

DEPTH AND DURING CONSTRUCTION IT IS FOUND THAT TRENCHES ARE IN

FACT 5 FEET OR MORE IN DEPTH OR TRENCHES LESS THAN 5 FEET IN

DEPTH ARE IN AN AREA WHERE HAZARDOUS GROUND MOVEMENT IS

EXPECTED, ALL CONSTRUCTION SHALL CEASE, THE TRENCHED AREA

SHALL BE BARRICADED AND THE ENGINEER NOTIFIED IMMEDIATELY.

CONSTRUCTION SHALL NOT RESUME UNTIL APPROPRIATE TRENCH SAFETY

SYSTEM DETAILS, AS DESIGNED BY A PROFESSIONAL ENGINEER, ARE

RETAINED AND COPIES SUBMITTED TO THE CITY OF ROUND ROCK.

EROSION AND SEDIMENTATION CONTROL NOTES:

1. EROSION CONTROL MEASURES, SITE WORK AND RESTORATION WORK

SHALL BE IN ACCORDANCE WITH THE CITY OF ROUND ROCK EROSION AND

SEDIMENTATION CONTROL ORDINANCE.

2. ALL SLOPES SHALL BE SODDED OR SEEDED WITH APPROVED GRASS,

GRASS MIXTURES OR GROUND COVER SUITABLE TO THE AREA AND

SEASON IN WHICH THEY ARE APPLIED.

3. SILT FENCES, ROCK BERMS, SEDIMENTATION BASINS AND SIMILARLY

RECOGNIZED TECHNIQUES AND MATERIALS SHALL BE EMPLOYED DURING

CONSTRUCTION TO PREVENT POINT SOURCE SEDIMENTATION LOADING OF

DOWNSTREAM FACILITIES. SUCH INSTALLATION SHALL BE REGULARLY

INSPECTED BY THE CITY OF ROUND ROCK FOR EFFECTIVENESS.

ADDITIONAL MEASURES MAY BE REQUIRED IF, IN THE OPINION OF THE

CITY ENGINEER, THEY ARE WARRANTED.

4. ALL TEMPORARY EROSION CONTROL MEASURES SHALL NOT BE REMOVED

UNTIL FINAL INSPECTION AND APPROVAL OF THE PROJECT BY THE

ENGINEER. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO

MAINTAIN ALL TEMPORARY EROSION CONTROL STRUCTURES AND TO

REMOVE EACH STRUCTURE AS APPROVED BY THE ENGINEER.

5. ALL MUD, DIRT, ROCKS, DEBRIS, ETC., SPILLED, TRACKED OR OTHERWISE

DEPOSITED ON EXISTING PAVED STREETS, DRIVES AND AREAS USED BY

THE PUBLIC SHALL BE CLEANED UP IMMEDIATELY.

VEGETATIVE WATERING

1. MAINTAIN THE SEEDBED IN A CONDITION FAVORABLE FOR THE GROWTH OF

GRASS. WATERING CAN BE POSTPONED IMMEDIATELY AFTER A RAINFALL

ON THE SITE OF 1/2 INCH OR GREATER, BUT WILL BE RESUMED BEFORE

THE SOIL DRIES OUT. CONTINUE WATERING UNTIL FINAL ACCEPTANCE.

SPRINKLING

1. APPLY WATER FOR DUST CONTROL AS DIRECTED. WHEN DUST CONTROL

IS NOT BEING MAINTAINED, CEASE OPERATIONS UNTIL DUST CONTROL IS

MAINTAINED. CONSIDER SUBSIDIARY TO THE PERTINENT ITEMS.

ITEM 100 PREPARING RIGHT OF WAY

1. DO NOT BURN BRUSH, UNLESS OTHERWISE APPROVED. USE HAND

METHODS OR OTHER MEANS TO REMOVE OBJECTIONABLE MATERIAL AND

OBSTRUCTIONS, IF DOING WORK BY MECHANICAL METHODS IS

IMPRACTICAL. CONSIDER SUBSIDIARY TO THE PERTINENT ITEMS.

2. PROTECTION OF TREE, SHRUB, AND LANDFORM FEATURE SHALL CONFORM

TO THE NOTES AND DETAILS PROVIDED IN THE PLANS.

3. DAMAGE TO EXISTING TREES - THE CONTRACTOR WILL BE ASSESSED FOR

DAMAGES TO TREES DESIGNATED TO BE PROTECTED THAT RESULT FROM

THE CONTRACTOR'S NEGLIGENCE OR FAILURE TO COMPLY WITH THE

REQUIREMENTS OF THE SPECIFICATIONS. DAMAGES SHOULD BE

ASSESSED IN ACCORDANCE WITH THE CRITERIA ESTABLISHED IN THE

GUIDE FOR PLANT APPRAISAL, 9TH EDITION, BY THE INTERNATIONAL

SOCIETY OF ARBORICULTURE. DAMAGES AT THE RATE APPLICABLE

THEREIN SHOULD BE DEDUCTED FROM ANY MONIES DUE THE

CONTRACTOR AS LIQUIDATED DAMAGES.

4. PROJECT MOWING WILL BE AT INTERVALS OF NO GREATER THAN 60 DAYS

OR AS AGREED TO WITH THE ENGINEER. THIS WORK IS SUBSIDIARY TO

ITEM 100.

ITEM 162 - SODDING FOR EROSION CONTROL

1. PROVIDE COMMON BERMUDA. PROVIDE ST. AUGUSTINE IF THE ADJACENT

GRASS IS ST. AUGUSTINE.

TRAFFIC MARKING NOTES:

1. ANY METHODS, STREET MARKINGS AND SIGNAGE NECESSARY FOR

WARNING MOTORISTS, WARNING PEDESTRIANS OR DIVERTING TRAFFIC

DURING CONSTRUCTION SHALL CONFORM TO THE TEXAS MANUAL ON

UNIFORM TRAFFIC CONTROL, LATEST EDITION.

2. ALL PAVEMENT MARKINGS, MARKERS, PAINT, TRAFFIC BUTTONS, TRAFFIC

CONTROLS AND SIGNS SHALL BE INSTALLED IN ACCORDANCE WITH THE

TEXAS DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS

FOR CONSTRUCTION AND MAINTENANCE OF HIGHWAYS, STREETS AND

BRIDGES AND, THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL

DEVICES, LATEST EDITIONS.

EXCAVATION & EMBANKMENT:

1. UNSUITABLE MATERIAL ENCOUNTERED IN A CUT OR FILL SECTION WILL BE

CONSIDERED WASTE. THE ENGINEER WILL DEFINE UNSUITABLE MATERIAL,

WHICH THE CONTRACTOR MIGHT DEEM TO BE UNSATISFACTORY OR

UNSUITABLE, DUE TO MOISTURE CONTENT, WILL NOT BE CONSIDERED

UNSUITABLE MATERIAL, UNLESS OTHERWISE APPROVED.

2. IT IS IMPORTANT TO NOTE THAT SOME DRAINAGE PIPES ARE LOCATED

WITHIN OR ABOVE SUBGRADE. IN THESE INSTANCES, THE CONTRACTOR

SHALL BE RESPONSIBLE FOR PROTECTING THE PIPES DURING SUBGRADE

AND PAVEMENT STRUCTURE OPERATIONS AND SHALL BE RESPONSIBLE

FOR THE COST OF REPLACEMENT OF ANY PIPES THAT ARE DAMAGED.

3. GEOTECHNICAL INVESTIGATIONS CONCLUDED THAT PORTIONS OF

PROPOSED ROADWAY FOOTPRINT CONTAIN UNDOCUMENTED MATERIALS

THAT HAVE THE POTENTIAL TO SHRINK AND SWELL WITH VARYING

MOISTURE CONTENT. THIS MATERIAL SHALL BE EXCAVATED AND

REPLACED WITH COMPETENT FILL MATERIAL TO THE LIMITS AND DEPTH

SHOWN IN THE PLANS.

MANHOLES AND INLETS:

1. PROVIDE TEMPORARY DRAINAGE AT EACH CURB INLET AND MAINTAIN

UNTIL THE FINAL COURSE OF ASPHALTIC CONCRETE PAVEMENT IS PLACED.

TRAFFIC SIGNAL INSTALLATION NOTES:

1. EXACT LOCATION OF POLES, CONTROLLER, SIGNAL HEADS, GROUND

BOXES, ANTENNAS, OPTICOM DETECTORS, AND VIVDS CAMERAS SHALL BE

DETERMINED IN THE FIELD AND SUBJECT TO FINAL APPROVAL BY

ENGINEER IN THE FIELD. IT IS THE CONTRACTORS'S RESPONSIBILITY TO

VERIFY THE EXACT LOCATIONS FROM THE ENGINEER, PRIOR TO

CONSTRUCTION.

2. ALL CONDUITS UNDER PAVED SHOULDERS OR NATURAL GROUND SHALL

BE TRENCHED AND BURIED A MINIMUM OF 18 INCHES, AS PER TXDOT

STANDARD ED(8)-14, EXCEPT WHERE NOTED OTHERWISE IN PLANS. THE

CONTRACTOR SHALL BACKFILL, COMPACT, AND RESTORE THE TRENCHED

AREA TO ORIGINAL CONDITIONS AND MATCH EXISTING SURFACE

CONDITIONS TO THE DENSITY OF ADJACENT AREA.

3. ALL CONDUIT UNDER ROADWAYS SHALL BE BORED, UNLESS SPECIFICALLY

NOTED OTHERWISE. ENCASE ALL BORED CONDUITS WITH MINIMUM 2"

THICK PRESSURE GROUTED FLOWABLE FILL CEMENT. CONSIDER

SUBSIDIARY TO ITEM 618.

4. ALL NEW INFRASTRUCTURE SHALL TRAVERSE UNDERNEATH CITY

INFRASTRUCTURE. THIS INCLUDES, BUT IS NOT LIMITED TO WATER LINES,

WASTE WATER LINES, AND STORM SEWER WITH A MINIMUM OUTSIDE TO

OUTSIDE CLEARANCE OF 18 INCHES. TRAVERSING ABOVE CITY

INFRASTRUCTURE MAY BE ALLOWED, SUBJECT TO THE APPROVAL OF THE

CITY ENGINEER, WHERE NEW CONDUIT WOULD HAVE TO BE PLACED AT A

DEPTH OF 8 FEET OR GREATER.

5. ALL POLES SHALL BE GROUNDED. ALL ELECTRICAL GROUND BOXES AND

GROUND BOX COVERS SHALL BE CONSTRUCTED ON REINFORCED

POLYMER CONCRETE.

6. ALL SIGNAL HEADS SHALL HAVE BACKPLATES AND 12-INCH LED

INDICATIONS.

7. SIGNAL HEADS SHALL NOT BE PLACED OVER THE ROADWAY UNTIL ALL

NECESSARY MATERIALS ARE AT HAND AS APPROVED BY THE ENGINEER IN

THE FIELD.

8. ALL PROPOSED LUMINAIRES SHALL BE LED. LUMINAIRES SHALL BE

INSTALLED TOWARDS THE ADJACENT STOP BAR UNLESS SPECIFIED

OTHERWISE.

9. NEW SIMENS EPAC M60 LINUX WITH 4.57A FIRMWARE T-2 TY 2 CONTROLLER

WITH ETHERNET. AND USB DATA PORT SHALL BE PLACED AS SHOWN IN

THE PROPOSED LAYOUT IN A SIZE P 16 POSITION BASED MOUNT CABINET.

THE CONTRACTOR SHALL PROVIDE THE LATEST FIRMWARE BEING USED

BY THE CITY OF ROUND ROCK.

10. ALL MMU SHALL SUPPORT THE FLASHING YELLOW ARROW OPERATION.

EDI MMU2 16 IP.

11. ONE (1) GLOBAL TRAFFIC TECHNOLOGIES (GTT) MODEL 760 CARD RACK

SHALL BE INSTALLED IN THE CONTROLLER CABINET AS SHOWN IN THE

PLANS. ONE (1) GTT MODEL 764 OPTICOM PHASE SELECTOR SHALL BE

INSTALLED AS SHOWN IN PLANS. GTT MODEL 722 OPTICOM DETECTORS

SHALL BE INSTALLED AS SHOWN IN THE PLANS. GTT MODEL 138

DETECTOR CABLE OR EQUIVALENT SHALL BE USED FOR CONNECTION OF

ALL EMERGENCY PREEMPTION EQUIPMENT. ALL EMERGENCY

PREEMPTION EQUIPMENT SHALL BE COMPATIBLE WITH EXISTING CITY OF

ROUND ROCK EMERGENCY PREEMPTION TRANSMITTERS.

12. ALL CONDUIT SHALL BE SCHEDULE 80.

13. PAVEMENT MARKINGS SHALL BE INSTALLED AS PER TXDOT STANDARD

SHEETS PM(1)-20.

14. CONTRACTOR SHALL HAVE QUALIFIED PERSONNEL TO ENSURE CORRECT

WIRING AND PROGRAMMING IN THE CABINET TO ALL SIGNAL PHASES &

OVERLAPS.

15. ALL PEDESTRIAN SIGNAL UNITS SHALL BE POLARA NAVIGATOR

ACCESSIBLE PEDESTRIAN SIGNAL (APS) UNITS WITH AUDIBLE

PUSH-BUTTON AND LED COUNTDOWN HEADS.

16. THE CONTRACTOR SHALL FURNISH AND INSTALL ONE (1) TITAN

INTEGRATED DUALBAND (2.4/5.8 GHZ) WIRELESS RADIO (OR APPROVED

EQUIPMENT) AND CAT 5 ETHERNET CABLE AS SHOWN IN THE PLANS.

RADIO MUST BE COMPATIBLE WITH EXISTING COMMUNICATIONS

EQUIPMENT IN USE BY THE CITY OF ROUND ROCK.

17. THE CONTRACTOR SHALL PROVIDE COMNET ETHERNET SWITCH

(MANAGED) (PART NO. CNGE 3FE7MS2).

18. THE CONTRACTOR SHALL FURNISH AND INSTALL THE BATTERY BACK-UP

(BBU) SYSTEM PRIOR TO SIGNAL TURN ON.

19. THE CONTRACTOR SHALL FURNISH AND INSTALL AN ITERIS EDGE

CONNECT CARD FOR VIVDS.

20. THE CONTRACTOR TO PROVIDE AXIS NETWORK CAMERA P5655-E PTZ W/

POLE MOUNT BRACKET AND INSTALL.

21. THE CONTRACTOR TO PROVIDE AND INSTALL CAT 6 OUTDOOR CABLE FOR

AXIS NETWORK CAMERA.

22. CONTACT CITY OF ROUND ROCK SIGNAL DEPARTMENT WITH 2 WEEKS

NOTICE PRIOR TO CONSTRUCTION

SMALL ROADSIDE SIGN SUPPORTS AND ASSEMBLIES

1. FABRICATE ALL SMALL SIGNS NOT DETAILED ON THE PLANS IN

CONFORMANCE WITH THE LATEST EDITION OF THE "STANDARD HIGHWAY

SIGN DESIGNS FOR TEXAS".

RAISED PAVEMENT MARKERS

1. PLACE THE BITUMINOUS ADHESIVE AT A TEMPERATURE RANGE OF 380°F

TO 390°F. PLACE THE PAVEMENT MARKER ON THE BITUMINOUS ADHESIVE

APPROXIMATELY 20 SECONDS AFTER THE ADHESIVE IS PLACED ON THE

PAVEMENT. ENSURE THE PAVEMENT MARKER RESTS SOLELY ON THE

ADHESIVE AND NOT THE PAVEMENT SURFACE. ENSURE THAT A MINIMUM

OF 1/8INCH LAYER OF BITUMINOUS ADHESIVE REMAINS BETWEEN THE

PAVEMENT MARKER AND THE PAVEMENT SURFACE.

ELIMINATING EXISTING PAVEMENT MARKINGS AND MARKERS

1. REMOVE THE EXISTING TRAFFIC BUTTONS AND PAVEMENT MARKERS,

DAILY, AS WORK PROGRESSES AND AS DIRECTED. CONSIDER SUBSIDIARY

TO THE PERTINENT ITEMS. GRINDING IS NOT AN ACCEPTABLE METHOD OF

STRIPE REMOVAL.

ITEM 502 - BARRICADES, SIGNS AND TRAFFIC HANDLING

1. INCORPORATE AND MAINTAIN A 3H:1V SAFETY WEDGE INTO THE

PROPOSED CONSTRUCTION FOR ANY ROADWAY EDGE OF 2 INCHES OR

GREATER ADJACENT TO A ROADWAY UNDER TRAFFIC.

2. COVER OR REMOVE ANY EXISTING SIGN(S), WHICH CONFLICT WITH

TEMPORARY TRAFFIC CONTROL OPERATIONS. INSTALL ALL PERMANENT

SIGNS DELINEATION, AND OBJECT MARKERS NECESSARY FOR THE

OPERATION OF ANY ROADWAY BEFORE OPENING THAT SECTION OF

ROADWAY TO TRAFFIC, REGARDLESS OF THE PHASE DURING WHICH THE

ROADWAY CONSTRUCTION OCCURS. ERECT THE SIGNS ON TEMPORARY

MOUNTS UNTIL THE PERMANENT MOUNTS ARE INSTALLED. CONSIDER ANY

COSTS ASSOCIATED WITH THE TEMPORARY MOUNTS SUBSIDIARY. REPAIR

OR REPLACE ANY SIGNS, WHICH ARE DAMAGED BY THE CONTRACTOR'S

OPERATIONS DURING CONSTRUCTION OR WHICH ARE DEEMED NOT

SUFFICIENT. THE ENGINEER WILL BE THE SOLE JUDGE OF THE ADEQUACY

OF THE SIGN(S). CONSIDER THIS WORK SUBSIDIARY TO THE PERTINENT

ITEMS.

NOTES:

"CORR" = CITY OF ROUND ROCK

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GENERAL NOTES:

1. THESE ABBREVIATIONS APPLY TO

THE ENTIRE SET OF CONTRACT

DRAWINGS.

2. LISTING OF ABBREVIATIONS DOES

NOT IMPLY ALL ABBREVIATIONS ARE

USED IN THE CONTRACT DRAWINGS.

3. ABBREVIATIONS SHOWN ON THIS

DRAWING INCLUDE VARIATION OF

THE WORD, FOR EXAMPLE, "MOD"

MAY MEAN MODIFY OR

MODIFICATION; "INC" MAY MEAN

INCLUDED OR INCLUDING; "REINF"

MAY MEAN EITHER REINFORCE OR

REINFORCING.

4. SCREENING OR SHADING OF WORK

IS USED TO INDICATE EXISTING

COMPONENTS OR TO DE-EMPHASIZE

PROPOSED IMPROVEMENTS TO

HIGHLIGHT SELECTED TRADE WORK.

REFER TO CONTEXT OF EACH

DRAWING FOR USAGE.

AB

BR

EV

IA

TI

O

NS

G

EN

ER

AL

00G-04

A/C AIR CONDITIONER

A/E ARCHITECT/ENGINEER

A ARCHITECT/ENGINEER

AB ANCHOR BOLT

ABC AGGREGATE BASE COURSE

ABAN ABANDON

AC ALTERNATING CURRENT

ACCS ACCESSORY

ACK ACKNOWLEDGE

ACP ACOUSTIC CEILING PANEL,

ASPHALTIC CONCRETE PAVEMENT

ACST ACOUSTIC

AD ADDENDUM, AREA DRAIN"

ADDL ADDITIONAL

ADH ADHESIVE

ADJ ADJUSTABLE, ADJACENT

AF AMP FRAME, AMP FUSE

AFF ABOVE FINISH FLOOR

AFG ABOVE FINISH GRADE

AGGR AGGREGATE

AH ACCESS HATCH

Al AREA INLET

AIC AMPS INTERRUPTING CAPACITY

ALIG ALIGNMENT

ALUM ALUMINUM

ALT ALTERNATE, ALTITUDE

AM ACOUSTICAL MATERIAL

AMB AMBIENT

ANC ANCHOR

AP ACCESS PANEL

APRX APPROXIMATE

APVD APPROVED

ARCH ARCHITECTURAL

ARD AROUND

ARV AIR RELEASE VALVE

ASSY ASSEMBLY

AT AMP TRIP

ATC ACOUSTICAL TILE CEILING

ATM ATMOSPHERE

AUTO AUTOMATIC

AUX AUXILIARY

AVE AVENUE

AVG AVERAGE

AWG AMERICAN WIRE GAGE

AWT ACOUSTICAL WALL TILE

B/B BACK TO BACK

BAL BALANCE

BBD BULLETIN BOARD

BC BASE CABINET, BOTTOM CHORD,

BOLT CENTER, BOLT CIRCLE

BD BOARD

BDY BOUNDARY

BE BOTH ENDS, BELL END

BF BOTH FACES, BOTTOM FACE,

BLIND FLANGE, BOARD FEET

BFV BUTTERFLY VALVE

BITUM BITUMINOUS

BKG BACKING

BL BASE LINE

BLDG BUILDING

BLK BLOCK

BLKG BLOCKING

BM BENCHMARK, BEAM

BOC BACK OF CURB

BOD BOTTOM OF DUCT

BOG BOTTOM OF GRILLE

BOL BOTTOM OF LOUVER

BOP BOTTOM OF PIPE

BOR BOTTOM OF REGISTER

BOT BOTTOM

BOU BOTTOM OF UNIT

BP BASE PLATE

BGR BEARING

BRGP BEARING PLATE

BRKT BRACKET

BS BOTH SIDES

BTU BRITISH THERMAL UNIT

BTW BETWEEN

BTWLD BUTT WELD

BU BELL UP, BUILT UP

BUR BUILT-UP ROOFING

BV BALL VALVE

BW BOTH WAYS, BACKWASH (SLUDGE)

BYP BYPASS

CC CENTER TO CENTER

C&G CURB & CUTTER

C CHANNEL SHAPE, CENTIGRADE,

CONDUIT, CIVIL (DRAWING DISCIPLINE)

CAB CABINET

CAP CAPACITY

CAT CATALOG

CAV CAVITY, COMBINATION AIR/VACUUM

RELEASE VALVE

CB CATCH BASIN

CCB CONCRETE BLOCK

CCW COUNTER CLOCKWISE

CDF CONTROLLED DENSITY FILL

CE CONCRETE EDGE, CLARIFIED EFFLUENT

CER CERAMIC

CF CUBIC FEET (FOOT)

CFL COUNTER FLASHING

CHFR CHAMFER

CHBD CHALKBOARD

CHD CHORD

CHH COMMUNICATION HANDHOLD

CI CURB INLET

CIP CLEAN IN PLACE, CAST-IN-PLACE

CIPB CONCRETE INTERLOCKING PAVER

BALLAST

CIRC CIRCULATION, CIRCULAR,

CIRCUMFERENCE

CJ CONSTRUCTION JOINT

CKT CIRCUIT

CL CENTERLINE, CLASS, CLOSE

CLG CEILING

CLJ CONTROL JOINT

CLKG CAULKING

CLR CLEAR

CMH COMMUNICATION MANHOLE

CMT CEMENT

CMU CONCRETE MASONRY UNIT

CO CLEAN OUT, CONCRETE OPENING

COL COLUMN

COM COMMON

COMB COMBINATION

COMM COMMUNICATION

COMP COMPOSITION, COMPRESSIBLE,

COMPOSITE

CONC CONCENTRIC, CONCRETE

CONN CONNECTION

CONST CONSTRUCTION

CONT CONTINUOUS, CONTINUATION

COOR COORDINATE

CORR CORROSIVE, CORRUGATED

CP CHECKER PLATE, CONTROL POINT

CPLG COUPLING

CPVC POLYVINYL CHLORIDE

CRL CORROSION RESISTANT LINING

CS CHLORINE SOLUTION

CSC COMPRESSION SLEEVE COUPLING

CSK COUNTERSINK

CSS CLINIC SERVICE SINK

CT CERAMIC TILE

CTR CENTER

CTRL CONTROL

CV COVER

CVAC CHLORINE VACUUM

CVT CULVERT

CU COPPER, CUBIC

CW CLOCKWISE

CWI CLEARWELL INLET

CWE CLEARWELL EFFLUENT

CY CUBIC YARD

d PENNY (NAIL MEASURE)

D DEEP, DIFFUSER

DB DUCT BANK, DECIBEL, DRY BULB

DBA DEFORMED BAR ANCHOR

DBL DOUBLE

DC DIRECT CURRENT

DEG DEGREE

DEG C DEGREE CENTIGRADE

DEG F DEGREE FAHRENHEIT

DEMO DEMOLITION

DEP DEPRESSED

DEPT DEPARTMENT

DET DETAIL

DH DISCHARGE HEADER

DI DROP INLET, DUCTILE IRON

DIA DIAMETER

DIAG DIAGONAL, DIAGRAM

DIFF DIFFERENTIAL, DIFFERENCE

DIM DIMENSION

DISCH DISCHARGE

DIST DISTANCE, DISTRIBUTION

DIV DIVISION

DKG DECKING

DL DEAD LOAD

DMJ DOUBLE MECHANICAL JOINT

DMPF DAMP PROOFING

DN DOWN

DO DISSOLVED OXYGEN, DITTO

DP DEPTH

DPDT DOUBLE POLE, DOUBLE THROW

DPST DOUBLE POLE, SINGLE THROW

DR DRAIN

DS DOWN SPOUT

DT DOUBLE TEE, DRIP TRAP ASSEMBLY

DTL DETAIL

DUP DUPLICATE

DWG DRAWING

DWL DOWEL

DWR DRAWER

E EAST, ELECTRICAL (DWG DISCIPLINE)

EA EACH, EXHAUST AIR

EC ELECTRICAL CONTRACTOR

ECC ECCENTRIC

ED EQUIPMENT DRAIN

EDB ELECTRICAL DUCT BAND

EE EACH END

EF EACH FACE

EFF EFFLUENT, EFFICIENCY

EHH ELECTRICAL HANDHOLE

EIFS EXTERIOR INSULATION & FINISH SYSTEM

EJ EXPANSION JOINT

EL ELBOW

ELEC ELECTRICAL

ELEV ELEVATION

EMBD EMBEDDED

EMER EMERGENCY

EMH ELECTRICAL MANHOLE

ENC ENCASEMENT

ENCL ENCLOSURE

ENGR ENGINEER

ENTR ENTRANCE

EOP EDGE OF PAVEMENT

EQ EQUAL

EQUIP EQUIPMENT

EQUIV EQUIVALENT

ES EACH SIDE, EQUAL SPACE, EMERGENCY

SHOWER

ESEW EMERGENCY SHOWER AND EYE WASH

EST ESTIMATE, ELEVATED STORAGE TANK

EW EACH WAY, EMERGENCY EYE/FACE WASH

EWC ELECTRIC WATER COOLER

EXC EXCAVATION

EXH EXHAUST

EXST EXISTING

EXP EXPANSION, EXPOSED

EXT EXTERIOR, EXTERNAL, EXTENSION, EXTEND

F&B FACE & BYPASS

F TO F FACE TO FACE

FAB FABRICATE, FABRICATION

FB FLOOR BEAM

FBD FIBERBOARD

FBG FIBERGLASS

FBM BOARD FOOT MEASURE

FBO FURNISHED BY OWNER

FC FLUSHING CONNECTION, FERRIC CHLORIDE

FCA FLANGED COUPLING ADAPTOR

FD FLOOR DRAIN

FDC FLEXIBLE DUCT CONNECTION

FDTN FOUNDATION

FDR FEEDER

FE FLANGED END

FEC FIRE EXTINGUISHER CABINET

FES FLARED AND SECTION

FEXT FIRE EXTINGUISHER

FF FAR FACE, FACTORY FINISH, FLAT FACE,

FINISH FLOOR

FG FINISH GRADE

FIG FIGURE

FH FIRE HYDRANT

FIN FINISH

FJT FLUSH JOINT

FL FLOW, FLOW LINE

FLCA FLEXIBLE COUPLING ADAPTER

FLEX FLEXIBLE

FLFC FULL FACE

FLG FLANGE

FLOR FLUORESCENT

FLR FLOOR

FLS FLASHING, FLUSH

FO FINISHED OPENING, FIBER OPTIC

FM FORCE MAIN

FN FENCE

FOB FLAT ON BOTTOM

FOC FACE OF CONCRETE, FACE OF CURB

FOF FACE OF FINISH

FOM FACE OF MASONRY

FOS FACE OF STUDS

FOT FLAT ON TOP

FPT FEMALE PIPE THREAD

FR FRAME

FRP FIBERGLASS REINFORCED PLASTIC

FRTM FIRE RETARDANT TREATED MATERIAL

FS FLOOR SINK, FAR SIDE"

FT FEET, FOOT

FTG FOOTING, FITTING

FUR FURRED, FURRING

FURN FURNITURE, FURNISH

FUT FUTURE

FV FACE VELOCITY

FW FIELD WELD, FIRE WALL, FLAT WASHER

FWD FORWARD

FWE FURNISH WITH EQUIPMENT

FXTR FIXTURE

G GRILLE, GROUND, GENERAL (DWG

DISCIPLINE)

GA GAGE (METAL THICKNESS)

GAL GALLON

GALV GALVANIZED

GB GRAB BAR, GRADE BREAK

GC GROOVED COUPLING

GD GUARD

GEN GENERAL

GFCI GROUND FAULT CIRCUIT INTERRUPTER

GFMU GROUND FACE MASONRY UNIT

GG GUTTER GRADE

GJ GROOVED JOINT

GL GLASS

GLB GLASS BLOCK

GND GROUND

GP GUY POLE

GR GRADE

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GSKT GASKET

GST GROUND STORAGE TANK

GT GREASE TRAP

GVL GRAVEL

GWB GYPSUM WALLBOARD

GYP GYPSUM HEADBOARD

H HIGH

HB HOSE BIBB

HBD HARDBOARD

HC HANDICAPPED, HOLLOW CORE,

HORIZONTAL CURVE

HC HORIZONTAL CENTERLINE

HDR HEADER

HDW HARDWARE

HEX HEXAGONAL

HGR HANGER

HH HANDHOLE

HID HIGH INTENSITY DISCHARGE

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT, HORSEPOWER

HPC HORIZONTAL POINT OF CURVATURE

HPS HIGH PRESSURE SODIUM

HPT HORIZONTAL POINT OF TANGENCY

HR HOSE REEL, HOUR

HS HEADED STUD, HIGH STRENGTH

HSS HOLLOW STRUCTURAL SHAPE

HT HEIGHT

HTG HEATING

HV HIGH VOLTAGE

HVAC HEATING, VENTILATION, & AIR CONDITIONING

HWD HARDWOOD

HWL HIGH WATER LEVEL

HYD HYDRAULIC

HZ HERTZ, CYCLES PER SECOND

I INSTRUMENTATION (DWG DISCIPLINE)

ID INSIDE DIAMETER, INTERIOR DIMENSION

IE INVERT ELEVATION

IF INSIDE FACE

IH INTAKE HOOD

IMP IMPACT

IN INCH

INC INCLUDE, INCANDESCENT

INF INFLUENT

INSTR INSTRUMENTATION

INSUL INSULATION

INT INTERIOR, INTERSECTION

INTR INTERMEDIATE, INTERIOR

INV INVERT

IPS IRON PIPE SIZE

IPT INTERNAL PIPE THREAD

IR INSIDE RADIUS

IRR IRRIGATION

IS INSECT SCREEN

ISO ISOMETRIC

JB JUNCTION BOX

JCT JUNCTION

JF JOINT FILLER

JST JOIST

JT JOINT

K KIP

KB KNEE BRACE

KCMIL THOUSAND CIRCULAR MILS

KD KNOCK DOWN

KO KNOCK OUT

KSI KIPS PER SQUARE INCH

L ANGLE, LENGTH, LAVATORY

LAD LADDER

LAM LAMINATE

LATL LATERAL

LB LAG BOLT, POUND

LCTB LIQUID CHALK AND TACK BOARD

LDG LANDING

LDR LEADER

LE LIFTING EYE

LF LINEAR FOOT

LG LONG

LH LEFT HAND

LIN LINEAR

LIQ LIQUID

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LMLU LIQUID MARKER LECTURE UNIT

LN LINED

LNG LONGITUDINAL

LOC LOCATION

LP LOW POINT

LPA LOW PRESSURE AIR

LPS LOW PRESSURE SODIUM

LR LONG RADIUS

LT LEFT

LTD LIMITED

LTG LIGHTING

LTL LINTEL

LTNG LIGHTNING

LUB LUBRICATE, LUBRICATION

LV LOW VOLTAGE

LVR LOUVER

LW LIGHTWEIGHT, LOCK WASHER

LWC LIGHTWEIGHT CONCRETE

LWL LOW WATER LEVEL

M MECHANICAL (DWG DISCIPLINE)

MA MIXED AIR

MACH MACHINED

MAINT MAINTENANCE

MAN MANUAL

MATL MATERIAL

MAX MAXIMUM

MB MACHINE BOLT

MBR MEMBER

MC MECHANICAL CONTRACTOR, MECHANICAL

COUPLING

MCB METAL CORNER BEAD

MCJ MASONRY CONTROL JOINT

MDMJ MODIFIED DOUBLE MECHANICAL JOINT

MECH MECHANICAL

MED MEDIUM

MFR MANUFACTURER

MH MANHOLE, METAL HALIDE

MIN MINIMUM

MIR MIRROR

MISC MISCELLANEOUS

MJ MECHANICAL JOINT

MLO MAIN LUGS ONLY

MMB MEMBRANE

MNWY MANWAY

MO MASONRY OPENING

MOD MODULAR, MODIFY

MON MONUMENT

MPT MALE PIPE THREAD

MRGWB MOISTURE RESISTANT GYPSUM

WALLBOARD

MS MOP SINK

MSL MEAN SEA LEVEL

MT MOUNT

MU MASONRY UNIT

MULL MULLION

MV MEDIUM VOLTAGE

MW MONITORING WELL

N NORTH, NEUTRAL

NA NOT APPLICABLE

NAT NATURAL

NC NORMALLY CLOSED

NEG NEGATIVE

NF NEAR FACE, NON-FUSED

NFV NOT FIELD VERIFIED

NG NATURAL GROUND

NIC NOT IN CONTRACT

NO NORMALLY OPEN, NUMBER

NOM NOMINAL

NPS NOMINAL PIPE SIZE

NPW NON-POTABLE WATER

NPT NATIONAL STANDARD PIPE THREAD

NR NEOPRENE, NEOPRENE RUBBER

NS NEAR SIDE

NSG NON-SHRINK GROUT

NTS NOT TO SCALE

NWL NORMAL WATER LEVEL

O TO O OUT-TO-OUT

OA OUTSIDE AIR, OVERALL

OC ON CENTER

OCPD OVER CURRENT PROTECTION DEVICE

OD OUTSIDE DIAMETER

OED OPEN END DUCT

OF OUTSIDE FACE, OFFICE FURNISHING

OG ORIGINAL GROUND

OH OVERHEAD

OPGN OPENING

OPP OPPOSITE

OPT OPTIONAL

OR OUTSIDE RADIUS

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

OUT OUTFALL

OVFL OVERFLOW

OVHG OVERHANG

OZ OUNCE

P PAINT, PROCESS (DWG DISCIPLINE)

PA PUBLIC ADDRESS, PRESSURIZED AIR

PAR PARALLEL, PARAPET"

PB PANIC BAR, PULL BOX

PBD PARTICLE BOARD

PC POINT OF CURVE, PIECE PRECAST"

PCC POINT OF COMPOUND CURVATURE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PE PLAIN END

PED PEDESTAL

PEN PENETRATION

PERF PERFORATED

PERM PERMANENT

PERP PERPENDICULAR

PF POWER FACTOR

PFMU PREFACED MASONRY UNIT

PH PHASE

PI POINT OF INTERSECTION

PKG PACKAGE

PL PLATE, PROPERTY LINE

PLAS PLASTER

PLAT PLATFORM

PLBG PLUMBING

PLF POUNDS PER LINEAR FOOT

PLT PLATE

PNEU PNEUMATIC

POL POLISH

POS POSITIVE, POSITION

PP POLYPROPYLENE, POWER POLE

PR PROPOSED

PRC POINT OF REVERSE CURVATURE

PREF PREFINISHED

PREFAB PREFABRICATED

PRELIM PRELIMINARY

PREP PREPARE

PRES PRESSURE

PRI PRIMARY

PROP PROPERTY

PROT PROTECTION

PS PIPE SUPPORT

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSIA POUNDS PER SQUARE INCH ABSOLUTE

PSIG POUNDS PER SQUARE INCH GAGE

PST PRESTRESSED

PT POINT, POINT OF TANGENCY

PTN PARTITION

PV PLUG VALVE

PVC POLYVINYL CHLORIDE

PVMT PAVEMENT

PW POTABLE WATER

PWD PLYWOOD

PWJ PLYWOOD WEB JOIST

PZ PIEZOMETER

Q RATE OF FLOW

QT QUARRY TITLE

QTR QUARTER

QTY QUANTITY

QUAD QUADRANT

QUAL QUALITY

R&R REMOVE AND REPLACE

R&S REMOVE AND SALVAGE

R RADIUS, REGISTER, RISER

RA RETURN AIR

RAS RETURN ACTIVATED SLUDGE

RB RESILIENT BASE, ROCK BERM

RCP REINFORCED CONCRETE PIPE

RCPT RECEPTACLE

RD ROOF DRAIN

RDJ RESTRAINED DISMANTLING JOINT

REC RECESS

RECD RECEIVED

RECT RECTANGULAR

RED REDUCER

REF REFERENCE

REINF REINFORCING, REINFORCED

REM REMOVE(D)

REQD REQUIRED

RESIL RESILIENT

RET RETAINING, RETURN

REV REVISION, REVERSE

RF RESILIENT FLOORING

RFG ROOFING

RFL REFLECTED, REFLECTOR

RGH ROUGH

RGS RIGID GALVANIZED STEEL

RGS-PVC PVC COATED RGS

RH RELIEF HOOD, RIGHT HAND, RELATIVE

HUMIDITY

RL REQUIRED LAP

RLFA RELIEF AIR

RND ROUND

RNG RUNNING

RO ROUGH OPENING

ROW RIGHT OF WAY

RPM REVOLUTIONS PER MINUTE

RR RAILROAD

RS RAW SEWAGE

RSG ROUND SLIDE GATE

RSP ROCK SLOPE PROTECTION

RST RESTRAIN(ED)

RT RIGHT

RVT RESILIENT VINYL TILE

RW RECLAIMED WATER LINE

RWL RE-USE WATER LINE

RY READY

S SOUTH, SINK, STRUCTURAL (DWG

DISCIPLINE)

SA SUPPLY AIR

SAMU SOUND ABSORBING MASONRY UNIT

SAN SANITARY

SB SPLASH BLOCK, SODIUM BISULFATE

SC SOLID CORE, SCUM

SCC SHOTCRETE COVER

SCBA SELF CONTAINED BREATHING

APPARATUS

SCH SCHEDULE

SCHEM SCHEMATIC

SCN SCREEN

SCV SWING CHECK VALVE

SE STEEL/ALUMINUM EDGE

SEC SECONDARY, SECONDS

SECT SECTION

SEP SEPARATE

SF SQUARE FOOT

SG SHEET GLASS, SEALANT GROOVE,

SLIDE GATE SQUARE/RECTANGULAR)

SH SHOWER

SHT SHEET

SHTG SHEATHING

SIL SILENCE

SIM SIMILAR

SL SLUDGE LINE

SLTD SLOTTED

SLV SLEEVE

SMFN SMOOTH FINISH

SMLS SEAMLESS

SN SUPERNATANT

SOG SLAB ON GRADE

SP SOUNDPROOF, STANDPIPE

SPA SPACING

SPEC SPECIFICATION

SPLY SUPPLY

SPS STANCHION PIPE SUPPORT

SPST SINGLE POLE SINGLE THROW

SPT SET POINT

SQ SQUARE

SR SHORT RADIUS

SS SERVICE SINK

SST STAINLESS STEEL

ST STREET

STA STATION

STD STANDARD

STIF STIFFENER

STIR STIRRUP

STL STEEL

STM STORM SEWER

STOR STORAGE

STR STRUCTURAL, STRAIGHT

SUB SUBSTITUTE

SUC SUCTION

SUSP SUSPENDED

SWD SIDE WATER DEPTH

SWK SIDEWALK

SWI CLEARWELL INFLUENT

SY SQUARE YARD

SYM SYMBOL

SYMM SYMMETRICAL

SYN SYNTHETIC

SYS SYSTEM

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

T TILE, TREAD

TA TOILET ACCESSORY, TEMPERED AIR

TAN TANGENT

TBM TEMPORARY BENCHMARK

TBD TO BE DETERMINED

TBR TO BE REMOVED

TCE TEMPORARY CONSTRUCTION EASEMENT

TEF TROWELED EPOXY FLOORING

TEMP TEMPORARY, TEMPERATURE

THD THREAD(ED)

THK THICK

THR THRUST

THRESH THRESHOLD

THRU THROUGH

TKBD TACK BOARD

TOB TOP OF BOLT, TOP OF BANK, TOP OF

BEAM

TOC TOP OF CURB, TOP OF CONCRETE"

TOD TOP OF DUCT

TOF TOP OF FOOTING

TOG TOP OF GRATING

TOL TOLERANCE, TOP OF LEDGER

TOM TOP OF MASONRY

TOP TOP OF PLATE

TOPO TOPOGRAPHY

TOS TOP OF SLAB, TOP OF STEEL

TW TOP OF WALL

TP TOILET PARTITION, TELEPHONE POLE, TOE

PLATE,TREE PROTECTION, TRAP PRIMER

TPD TOILET PAPER DISPENSER

TPG TOPPING

TPS TRANSFER PUMP STATION

TR TRANSOM

TRANS TRANSITION

TRD TRENCH DRAIN

TS THICKENED SLUDGE

TYP TYPICAL

U URINAL

UG UNDERGROUND

ULT ULTIMATE

UNC UNIFIED NATIONAL COARSE

UNEF UNIFIED NATIONAL EXTRA FINE

UNF UNIFIED NATIONAL FINE

UNFN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UTIL UTILITY

V VENT, VELOCITY, VOLT

VA VOLT AMPERE

VAC VACUUM

VAR VARNISH, VARIABLE, VOLT AMPERES

REACTIVE

VB VAPOR BARRIER, VINYL BASE, VALVE BOX

VC VERTICAL CURVE

VCT VINYL COMPOSITION TILE, VERTICAL

CENTERLINE

VEL VELOCITY

VENT VENTILATION

VERT VERTICAL

VG VERTICAL GRAIN

VIF VERIFY IN FIELD

VIN VINYL

VS VERSUS, VAPOR SEAL

VOL VOLUME

VPC VERTICAL POINT OF CURVATURE

VPI VERTICAL POINT OF TANGENCY

VTR VENT THROUGH ROOF

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

W WATT, WEST, WIDE, WINDOW, WIRE, WIDE

FLANGE BEAM, POTABLE WATER LINE

WAS WASTE ACTIVATED SLUDGE

WB WOOD BASE

WC WATER CLOSET, WATER COLUMN,

WELL COLLECTION LINE

WD WOOD, WIDTH

WF WIDE FLANGE, WASH FOUNTAIN

WG WIRE GLASS, WATER GAGE, WEIR GATE

WH WALL HYDRANT, WEEP HOLE

WI WROUGHT IRON

WL WATER LEVEL, POTABLE WATERLINE

WLD WELDED

WKWY WALKWAY

WM WIRE MESH

WP WATERPROOF, WORKING POINT

WTHP WEATHERPROOF

WS WATERSTOP, WATER SURFACE

WSCT WAINSCOT

WT WEIGHT, WATER TIGHT

WW SANITARY SEWER

WWF WELDED WIRE FABRIC

XP EXPLOSION PROOF

XS EXTRA STRONG

XXS DOUBLE EXTRA STRONG

XSECT CROSS SECTION

YH YARD HYDRANT

YS YIELD STRENGTH

AutoCAD SHX Text 7/30/2025

AutoCAD SHX Text 91721

AutoCAD SHX Text

D. BRYANT CASWELL

AutoCAD SHX Text S

AutoCAD SHX Text L

AutoCAD SHX Text P

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text F

AutoCAD SHX Text O

AutoCAD SHX Text R

AutoCAD SHX Text I

AutoCAD SHX Text G

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text O

AutoCAD SHX Text N

AutoCAD SHX Text L

AutoCAD SHX Text I

AutoCAD SHX Text A

AutoCAD SHX Text N

AutoCAD SHX Text I

AutoCAD SHX Text E

AutoCAD SHX Text C

AutoCAD SHX Text D

AutoCAD SHX Text S

AutoCAD SHX Text E

AutoCAD SHX Text N

AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text R

AutoCAD SHX Text T

AutoCAD SHX Text A

AutoCAD SHX Text T

AutoCAD SHX Text S

AutoCAD SHX Text A

AutoCAD SHX Text X

AutoCAD SHX Text F

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AutoCAD SHX Text E

AutoCAD SHX Text E

AutoCAD SHX Text T

CENTERLINE

RIGHT OF WAY LINE

PROPERTY LINE

EASEMENT LINE

FLOOD HAZARD ZONE 25 YEAR

FLOOD HAZARD ZONE 100 YEAR

CRITICAL WATER QUALITY ZONE

TRANSITION WATER QUALITY ZONE

DRAINAGE EDGE

DRAINAGE CENTERLINE

DITCH EDGE

TIME OF CONCENTRATION

MAJOR CONTOURS

MINOR CONTOURS

PAVED ROAD EDGE

PAVED PARKING / DRIVEWAY EDGE

GRAVEL EDGE

PAVED ROAD DEMOLITION

PAVED PARKING DEMOLITION

CURB LINE

CURB LINE DEMOLITION

BUILDING LINE

GUARDRAIL

GUARDRAIL DEMOLITION

HANDRAIL

HANDRAIL DEMOLITION

CHAINLINK FENCE

STEEL FENCE

FENCE DEMOLITION (GENERIC)

STONE / ROCK WALL

BRICK WALL

TRAFFIC CONE LINE

TRANSVERSE JOINT

LONGITUDINAL JOINT

EROSION ROCK BERM

EROSION DIVERSION DIKE

EROSION MULCH SOCK

EROSION SILT FENCE

EROSION TRI-FILTER DIKE

EROSION TREE PROTECTION

LIMITS OF CONSTRUCTION

COMMUNICATION OVERHEAD

COMMUNICATION UNDERGROUND

COMMUNIC…