2-Teel EST Rehabilitation Legacy EST Residual Improvements Contract Drawings (1).pdf

PDF 37 MB Posted Aug 15, 2025

Attached to: Teel EST Rehab and Legacy EST Residual Improvements
Solicitation number: 2506-101
Issued by: Collin County, Garland City, Texas

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Written by GovTribe AI · Aug 26, 2025

This file is a comprehensive set of construction drawings and technical specifications for the Teel Elevated Storage Tank (EST) Rehabilitation and Legacy EST Residual Improvements project for the City of Frisco, Texas. The project involves comprehensive rehabilitation of two water storage tanks located at 13772 Teel Parkway and 5475 Warren Parkway, with work including structural repairs, coating upgrades, mixer installation, chemical feed system implementation, electrical system modifications, and site improvements. The project is scheduled for bidding in August 2025, with construction documents prepared by Freese and Nichols, Inc., a Texas-registered engineering firm.

The project encompasses extensive technical upgrades including installing new chemical feed skids for sodium hypochlorite and liquid ammonium sulfate, implementing water quality sampling systems, replacing interior tank components, upgrading electrical infrastructure, and installing new conduits and control systems. The estimated project scope involves rehabilitation of a 2.5 million gallon elevated storage tank, with specific improvements to tank interior components, access systems, coating repairs, and integration of new monitoring and control technologies. Funding appears to be municipal, with the City of Frisco managing the project through a comprehensive engineering and construction approach that emphasizes infrastructure modernization, water system reliability, and compliance with Texas Commission on Environmental Quality (TCEQ) regulations.

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Other files

File	Type	Posted
6-2506-101 BVB Teel EST Rehab and Legacy EST Res Improvements UPDATED.pdf	PDF	Aug 15, 2025
4-Technical Addendum Number 02.pdf	PDF	Aug 15, 2025
1-2506-101 BVB Teel EST Rehab and Legacy EST Res Improvements.pdf	PDF	Aug 15, 2025
3-Addendum Number 01.pdf	PDF	Aug 15, 2025
5-Technical Addendum Number 03.pdf	PDF	Aug 15, 2025

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AUGUST 2025

BID NO. 2506-101

Freese and Nichols, Inc. Texas Board of Professional Engineers Reg. No. 2144

TEEL EST REHABILITATION AND

LEGACY EST RESIDUAL IMPROVEMENTS

CITY OF FRISCO, TEXAS

NOTE:

BY APPROVAL OF THE CONSTRUCTION PLANS, THE CITY HAS DETERMINED THAT THE PLANS ARE IN GENERAL COMPLIANCE WITH THE CITY'S ORDINANCES, MASTER PLANS AND ENGINEERING STANDARDS.

THE CITY'S REVIEW AND APPROVAL OF THE CONSTRUCTION PLANS DOES NOT REPRESENT THAT THE CITY HAS RE-ENGINEERED OR VERIFIED THE ENGINEERING OF THE PROPOSED IMPROVEMENTS. THE ENGINEER OF RECORD IS RESPONSIBLE FOR ALL ENGINEERING AND RECOGNIZES THAT THE SPECIFIC SITE CIRCUMSTANCES OR CONDITIONS MAY REQUIRE IMPROVEMENTS CONSTRUCTED TO EXCEED MINIMUM STANDARDS CONTAINED IN THE CITY'S ENGINEERING STANDARDS AND IS RESPONSIBLE FOR THE

APPLICABILITY AND ACCURACY OF THE PLANS AND SPECIFICATIONS CONTAINED HEREIN.

CITY OF FRISCO

JEFF CHENEY, MAYOR

CITY COUNCIL

JOHN KEATING, MAYOR PRO TEM, PLACE 1

LAURA RUMMEL, DEPUTY MAYOR PRO TEM, PLACE 5

BURT THAKUR, COUNCIL MEMBER, PLACE 2

ANGELIA PELHAM, COUNCIL MEMBER, PLACE 3

JARED ELAD, COUNCIL MEMBER, PLACE 4

BRIAN LIVINGSTON, COUNCIL MEMBER, PLACE 6

WES PIERSON, CITY MANAGER

JASON BRODIGAN PE, DIRECTOR OF ENGINEERING SERVICES

FNI PROJECT NUMBER:

FRC24834 (TEEL EST)

FRC24163 (LEGACY EST)

6136 Frisco Square Blvd, Suite 375 Frisco, Texas 75034 Phone - (972) 624-9201 Web - www.freese.com

DESNECIL

REENIGNELANOISSEF

S TAT E O

SAXETF

DANIEL W. HUFFINES

108653

8/6/2025

TEEL ELEVATED STORAGE TANK:

13772 TEEL PKWY.

FRISCO, TX 75034

LEGACY ELEVATED STORAGE TANK:

5475 WARREN PKWY.

FRISCO, TX 75034

PANTHER CREEK PKWY

LEGACY DR

LEBANON RD

STONEBROOK PKWY

ELDORADO PKWY

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CITY OF FRISCO

GENERAL NOTES FOR ALL CONSTRUCTION ACTIVITIES

1. ALL CONSTRUCTION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT

STANDARDS, DETAILS, AND SPECIFICATIONS.

2. TESTING AND INSPECTION OF MATERIALS SHALL BE PERFORMED BY A COMMERCIAL TESTING LABORATORY APPROVED BY THE CITY. CONTRACTOR SHALL FURNISH MATERIALS OR SPECIMENS FOR TESTING, AND SHALL FURNISH SUITABLE EVIDENCE THAT THE MATERIALS PROPOSED TO BE INCORPORATED INTO THE WORK ARE IN

ACCORDANCE WITH THE SPECIFICATIONS.

3. CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS PRIOR TO BEGINNING ANY CONSTRUCTION.

4. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS AND APPROVALS PRIOR TO BEGINNING

ANY CONSTRUCTION. CONTACT ROW INSPECTION DIVISION OF PUBLIC WORKS AT 972-292-5820 FOR A PERMIT

TO WORK WITHIN CITY ROW.

5. CONTRACTOR MUST KEEP AVAILABLE ON-SITE AT ALL TIMES APPROVED CONSTRUCTION PLANS AND COPIES OF ANY REQUIRED PERMITS ALONG WITH THE CURRENT VERSIONS OF THE FOLLOWING REFERENCES: CITY OF FRISCO ENGINEERING STANDARDS, NCTCOG SPECIFICATIONS, TXDOT SPECIFICATIONS, TXDOT STANDARD

DRAWINGS.

6. ALL SHOP DRAWINGS, WORKING DRAWINGS OR OTHER DOCUMENTS WHICH REQUIRE REVIEW BY THE CITY SHALL BE SUBMITTED BY THE CONTRACTOR SUFFICIENTLY IN ADVANCE OF SCHEDULED CONSTRUCTION TO

ALLOW NO LESS THAN 14 CALENDAR DAYS FOR REVIEW AND RESPONSE BY THE CITY.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED CONSTRUCTION SURVEYING AND STAKING AND

SHALL NOTIFY THE CITY OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH ANY WORK.

8. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTING ALL SURVEY MARKERS INCLUDING IRON RODS, PROPERTY CORNERS, OR SURVEY MONUMENTS WITHIN THE LIMITS OF CONSTRUCTION AND OUTSIDE ROW DURING CONSTRUCTION. ANY SURVEY MARKERS DISTURBED DURING CONSTRUCTION SHALL BE REPLACED BY

THE CONTRACTOR AT NO COST TO THE CITY.

9. CONTRACTOR SHALL PROVIDE A CONSTRUCTION SCHEDULE WITH WEEKLY PROGRESS REPORTS.

10. CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND DRIVEWAYS ADJACENT TO THE PROJECT FREE OF

MUD AND DEBRIS AT ALL TIMES. CONTRACTOR SHALL CLEAN UP AND REMOVE ALL LOOSE MATERIAL RESULTING FROM CONSTRUCTION OPERATIONS. THE CONTRACTOR SHALL TAKE ALL AVAILABLE PRECAUTIONS TO CONTROL

DUST.

11. THE EXISTENCE AND LOCATIONS OF THE PUBLIC AND FRANCHISE UTILITIES SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS AND ARE APPROXIMATE. THE CONTRACTOR SHALL DETERMINE THE DEPTH AND LOCATION OF EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATING, TRENCHING, OR DRILLING AND SHALL BE REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES SHOWN AND / OR ANY OTHER UNDERGROUND UTILITIES NOT OF RECORD OR NOT SHOWN ON THE PLANS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PUBLIC AGENCIES AND FRANCHISE UTILITIES 48 HOURS PRIOR TO CONSTRUCTION. (DIG-TESS 1-800-344-8377) THE CONTRACTOR MAY BE REQUIRED EXPOSE THESE FACILITIES AT NO COST TO THE CITY. THE CONTRACTOR WILL BE RESPONSIBLE FOR DAMAGES TO UTILITIES IF THE DAMAGE IS CAUSED BY NEGLIGENCE OR FAILURE TO HAVE LOCATES PERFORMED.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING FACILITIES OR ADJACENT PROPERTIES DURING CONSTRUCTION. ANY REMOVAL OR DAMAGE TO EXISTING FACILITIES SHALL BE REPLACED OR REPAIRED

TO EQUAL OR BETTER CONDITION BY THE CONTRACTOR.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR FURNISHING AND INSTALLING ALL TEMPORARY AND PERMANENT TRAFFIC CONTROL IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS OF THE LATEST REVISION OF THE

TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (TMUTCD) AND TXDOT BARRICADE AND

CONSTRUCTION STANDARDS.

14. CONTRACTOR SHALL NOT IMPEDE TRAFFIC ON EXISTING STREETS, DRIVEWAYS, ALLEYS, OR FIRE LANES OPEN TO THE PUBLIC. IN THE EVENT THE CONSTRUCTION WORK REQUIRES THE CLOSURE OF AN EXISTING STREET, ALLEY, OR FIRE LANE, THE CONTRACTOR SHALL REQUEST THE ROAD CLOSURE THROUGH THE CITY TRAFFIC DIVISION 972-292-5400 A MINIMUM OF 48 HOURS IN ADVANCE OF THE REQUESTED CLOSURE. CLOSURESWILL NOT BE ALLOWED PRIOR TO 9:00 A.M. OR AFTER 3:30 P.M., MONDAY THROUGH FRIDAY UNLESS OTHERWISE APPROVED

BY THE CITY.

15. CONTRACTOR SHALL NOT STORE MATERIALS, EQUIPMENT OR OTHER CONSTRUCTION ITEMS ON ADJACENT PROPERTIES OR RIGHT-OF-WAY WITHOUT THE PRIOR WRITTEN CONSENT OF THE PROPERTY OWNER AND THE

CITY.

16. TEMPORARY FENCING SHALL BE INSTALLED PRIOR TO THE REMOVAL OF EXISTING FENCING. TEMPORARY FENCING SHALL BE REMOVED AFTER PROPOSED FENCING IS APPROVED BY THE CITY. ALL TEMPORARY AND PROPOSED FENCING LOCATIONS SHALL BE SUBJECT TO FIELD REVISIONS AS DIRECTED BY THE CITY.

17. UNUSABLE EXCAVATED MATERIAL, OR CONSTRUCTION DEBRIS SHALL BE REMOVED AND DISPOSED OF OFFSITE

AT AN APPROVED DISPOSAL FACILITY BY THE CONTRACTOR AT HIS EXPENSE.

18. CONTRACTOR SHALL AVOID DAMAGE TO EXISTING TREES. WHEN NECESSARY, TREES AND SHRUB TRIMMING FOR CONSTRUCTION SHALL BE PERFORMED BY CERTIFIED TREE WORKER OR UNDER THE DIRECTION OF A

REGISTERED LANDSCAPE ARCHITECT OR CERTIFIED ARBORIST.

19. EROSION CONTROL DEVICES SHALL BE INSTALLED ON ALL PROJECTS PRIOR TO BEGINNING CONSTRUCTION AND SHALL BE MAINTAINED THROUGHOUT THE PROJECT IN A CONDITION ACCEPTABLE TO THE CITY.

20. CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING LANDSCAPE IRRIGATION SYSTEMS. DAMAGE TO EXISTING IRRIGATION SYSTEMS AND LANDSCAPE MATERIALS SHALL BE RESTORED TO EQUAL OR BETTER

CONDITION AT NO COST TO CITY.

21. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN A NEAT AND ACCURATE RECORD OF CONSTRUCTION

FOR THE CITY'S RECORDS.

22. THE CONTRACTOR IS TO MAINTAIN A CLEAR SIGHT ZONE FROM EACH MEDIAN NOSE FOR A DISTANCE OF 150' WITH NO DIRT OR ROCK PILES OVER 24" FROM TOP OF CURB. PIPE CAN BE STORED IN THESE AREAS FOR NO

MORE THAN 48 HOURS. EQUIPMENT MUST NOT BE PARKED IN THESE AREAS OVERNIGHT.

CITY OF FRISCO

GENERAL NOTES FOR PAVING

1. ALL PAVING CONSTRUCTION, TESTING, AND MATERIALS, INCLUDING CONCRETE, REINFORCEMENT, JOINTING, AND SUBGRADE PREPARATION AND TREATMENT SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT

STANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED.

2. ABSOLUTELY NO EARTHWORK, LIME APPLICATION, OR OTHER PREPARATION OF THE SUBGRADE FOR PAVING OF STREETS, ALLEYS, OR FIRE LANES SHALL BE INITIATED WITHOUT AUTHORIZATION FROM THE CITY. THE CITY WILL AUTHORIZE THE SUBGRADE WORK IN PREPARATION FOR PAVING AFTER UTILITY TRENCH BACKFILL TESTING HAS

BEEN COMPLETED AND VERIFIED TO MEET THE CITY REQUIREMENTS.

3. CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL PEDESTRIAN WORK MEETS OR EXCEEDS THE CURRENT AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG) AND THE TEXAS ACCESSIBILITY STANDARDS (TAS). THE CONTRACTOR SHALL REMOVE AND REPLACE ANY CONSTRUCTED OR INSTALLED ITEMS NOT MEETING THE CURRENT ADAAG AND TAS REQUIREMENTS AT NO ADDITIONAL COST TO THE CITY.

CITY OF FRISCO

GENERAL NOTES FOR TRAFFIC SIGNALS AND STREET LIGHTING

1. ALL TRAFFIC SIGNAL AND STREET LIGHTING CONSTRUCTION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT STANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED. ALL ELECTRICAL WORK SHALL BE IN ACCORDANCE WITH THE MOST CURRENT NATIONAL ELECTRICAL

CODE, CITY AND TXDOT SPECIFICATIONS AND STANDARDS.

2. CONTRACTOR SHALL NOTIFY THE TRAFFIC DEPARTMENT (TRACY NICHOLS) AT LEAST 7 BUSINESS DAYS PRIOR TO ANY WORK, PROVIDE A CONSTRUCTION SCHEDULE WITH WEEKLY PROGRESS REPORTS, AND NOTIFY THE

TRAFFIC DEPARTMENT AT LEAST 48 HOURS PRIOR TO SIGNAL TURN-ON.

3. CONTRACTOR SHALL COORDINATE ELECTRICAL SERVICES WITH THE CITY AND EITHER ONCOR OR COSERV

REPRESENTATIVES (ACCORDING TO THEIR RESPECTIVE AREA).

4. CONTRACTOR SHALL COORDINATE WITH THE ELECTRIC COMPANY TO DE-ENERGIZE ANY OVERHEAD OR UNDERGROUND POWER LINES. ANY COST ASSOCIATED WITH DE-ENERGIZING THE POWER LINE AND/OR ANY

OTHER PROTECTIVE MEASURES REQUIRED SHALL BE AT NO COST TO CITY.

5. THE CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY AND TXDOT/NTTA (IF WITHIN TXDOT/NTTA ROW) PRIOR TO BEGINNING ERECTION OF POLES, LUMINARIES AND STRUCTURES

LOCATED NEAR ANY OVERHEAD OR UNDERGROUND UTILITIES.

6. PROPOSED CONCRETE FOUNDATION AND CONDUIT ALIGNMENT SHALL BE STAKED BY THE CONTRACTOR AND

APPROVED BY THE CITY PRIOR TO INSTALLATION.

7. CONTRACTOR SHALL CONTACT THE CITY (TRACY NICHOLS) FOR INSPECTION PRIOR TO POURING ANY CONCRETE FOUNDATION AND DIGGING FOR CONDUIT RUNS AT LEAST 48 HOURS IN ADVANCE (BETWEEN 8 AM - 5PM).

8. CONTRACTOR SHALL HAVE A QUALIFIED IMSA LEVEL II OR A TRF453 CERTIFIED TECHNICIAN ON THE PROJECT

SITE TO PLACE THE TRAFFIC SIGNALS IN OPERATION.

9. ELECTRICAL WORK SHALL BE PERFORMED BY CERTIFIED PERSONS IN ACCORDANCE WITH THE REQUIREMENTS OF THE CONTRACT AND MAY BE REJECTED AS UNSUITABLE FOR USE DUE TO POOR WORKMANSHIP. THE REQUIRED ELECTRICAL CERTIFICATION COURSE IS AVAILABLE AND IS SCHEDULED PERIODICALLY BY TEEX.

ALTERNATIVELY, THE CONTRACTOR MAY PURCHASE AN ENTIRE COURSE FOR THEIR PERSONNEL TO BE HELD AT A TIME AND LOCATION OF THEIR CHOICE AS NEGOTIATED THROUGH TEEX. FOR MORE INFORMATION, CONTACT: TEXAS ENGINEERING EXTENSION SERVICE (TEEX), TXDOT ELECTRICAL SYSTEM COURSE, (979) 845-6563.

10. THE CONTRACTOR SHALL NOT PLACE PEDESTRIAN CROSSWALK AND STOP BAR PAVEMENT MARKINGS UNTIL

SIGNAL IS OPERATIONAL.

11. ALL LIGHTING POLES, FIXTURES, AND ARMS WHICH ARE REMOVED SHALL BE DELIVERED TO THE CITY PUBLIC WORKS FACILITY (11300 RESEARCH ROAD, FRISCO, TEXAS 75034) BY THE CONTRACTOR AND WILL REMAIN THE PROPERTY OF THE CITY. CONTACT THE TRAFFIC DEPARTMENT AT LEAST 24 HOURS IN ADVANCE OF DELIVERY.

12. DURING THE 30-DAY TRAFFIC SIGNAL TEST PERIOD, CONTRACTOR SHALL RESPOND TO AND DIAGNOSE ALL TROUBLE CALLS WITH QUALIFIED PERSONNEL WITHIN A REASONABLE TRAVEL TIME FROM A DALLAS ADDRESS, BUT NOT MORE THAN TWO (2) HOURS MAXIMUM. CONTRACTOR SHALL REPAIR ANY MALFUNCTIONS OF SIGNAL EQUIPMENT SUPPLIED BY CONTRACTOR ON THE PROJECT. A LOCAL TELEPHONE NUMBER (NOT SUBJECT TO FREQUENT CHANGES) WHERE TROUBLE CALLS ARE TO BE RECEIVED ON A 24-HOUR BASIS SHALL BE PROVIDED TO THE CITY BY THE CONTRACTOR. APPROPRIATE REPAIRS SHALL BE MADE WITHIN 24 HOURS. THE CONTRACTOR S KEEP A RECORD OF EACH TROUBLE CALL REPORTED IN THE LOGBOOK PROVIDED BY THE CITY AND SHALL NOTIFY THE CITY OF EACH TROUBLE CALL. THE ERROR LOG IN THE MALFUNCTION MANAGEMENT UNIT (MMU) SHALL NOT BE CLEARED DURING THE 30-DAY TEST PERIOD WITHOUT THE APPROVAL OF THE CITY.

13. TEXAS STATE LAW, ARTICLE 1436C, MAKES IT UNLAWFUL TO OPERATE EQUIPMENT OR MACHINES WITHIN 10-FEET OF ANY OVERHEAD ELECTRICAL LINES UNLESS DANGER AGAINST CONTACT WITH HIGH VOLTAGE OVERHEAD LINES HAS BEEN EFFECTIVELY GUARDED AGAINST PURSUANT TO THE PROVISIONS OF THIS ARTICLE.

WHEN CONSTRUCTION OPERATIONS REQUIRE WORKING NEAR AN OVERHEAD ELECTRICAL LINE, THE CONTRACTOR SHALL CONTACT THE OWNER/OPERATOR OF THE OVERHEAD ELECTRICAL LINE TO MAKE ADEQUATE ARRANGEMENTS AND TO TAKE NECESSARY SAFETY PRECAUTIONS TO ENSURE THAT ALL LAWS, ELECTRICAL LINE OWNER/OPERATOR REQUIREMENTS AND STANDARD SAFETY PRACTICES ARE MET.

CITY OF FRISCO

GENERAL NOTES FOR STORM DRAIN

1. ALL STORM DRAIN CONSTRUCTION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'S

CURRENT STANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL SUBMIT A TRENCH SAFETY PLAN PRIOR TO THE PRE-CONSTRUCTION MEETING.

CITY OF FRISCO

GENERAL NOTES FOR WATER AND WASTE WATER

1. ALL WATER AND WASTEWATER CONSTRUCTION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT STANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED.

2. CONTRACTOR SHALL SUBMIT A TRENCH SAFETY PLAN PRIOR TO THE PRE-CONSTRUCTION MEETING.

3. CONTRACTOR SHALL NOT OPERATE EXISTING VALVES. CONTACT THE CITY'S PUBLIC WORKS DEPARTMENT TO

REQUEST VALVE CHANGES.

CITY OF FRISCO

GENERAL NOTES FOR LANDSCAPING

1. ALL LANDSCAPING CONSTRUCTION, INSTALLATION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT STANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED.

2. WHERE TRANSPLANTING OR TREE REMOVAL IS REQUIRED CONTRACTOR MUST APPLY FOR A TREE PERMIT PRIOR TO OBTAINING A GRADING PERMIT OR SCHEDULING THE PRE-CONSTRUCTION MEETING. CONTACT

DEVELOPMENT SERVICES LANDSCAPE ARCHITECT FOR TREE PERMIT.

3. PRIOR TO OBTAINING A GRADING PERMIT OR SCHEDULING THE PRE-CONSTRUCTION MEETING, ALL TREE MARKINGS AND PROTECTIVE FENCING MUST BE INSTALLED BY THE CONTRACTOR AND BE INSPECTED BY THE

CITY'S LANDSCAPE ARCHITECT.

4. ALL TREES WHICH ARE TO REMAIN ON SITE SHALL BE PROTECTED WITH A 4' TALL

BRIGHTLY COLORED PLASTIC FENCE PLACED AT THE DRIP LINE OF THE TREES.

5. TREES TO BE REMOVED MAY BE CHIPPED AND USED FOR MULCH ON SITE OR HAULED

OFF-SITE. BURNING OF REMOVED TREES, STUMPS, OR FOLIAGE REQUIRES WRITTEN

APPROVAL BY THE FIRE DEPARTMENT.

6. PLANT MATERIALS SHALL NOT IMPEDE OR OBSTRUCT VISION OR ROUTE OF TRAVEL FOR VEHICULAR, PEDESTRIAN, OR BICYCLE TRAFFIC ALONG CITY RIGHT-OF-WAY, VISIBILITY

EASEMENTS, SIDEWALKS OR OTHER EASEMENTS.

7. NO SIGNS, WIRES, OR OTHER ATTACHMENTS OTHER THAN THOSE OF A PROTECTIVE

NATURE SHALL BE ATTACHED TO ANY TREE TO REMAIN ON SITE.

CITY OF FRISCO

GENERAL NOTES FOR IRRIGATION

1. ALL IRRIGATION CONSTRUCTION, INSTALLATION, TESTING, AND MATERIALS SHALL BE IN ACCORDANCE WITH THE CITY'S CURRENT STANDARDS, DETAILS, AND SPECIFICATIONS UNLESS OTHERWISE NOTED.

2. A PERMIT FROM THE BUILDING INSPECTION DEPARTMENT IS REQUIRED FOR EACH IRRIGATION SYSTEM.

3. CONTRACTOR SHALL NOTIFY THE PARKS DEPARTMENT OF ANY MODIFICATIONS TO THE EXISTING SYSTEM.

4. CONTRACTOR SHALL SCHEDULE A MEETING WITH THE PARKS DEPARTMENT TO COORDINATE WORK PRIOR TO

ANY DEMOLITION OR REMOVAL OF EXISTING IRRIGATION AND PRIOR TO ANY INSTALLATION OF NEW

IRRIGATION.

5. CONTRACTOR SHALL LOCATE AND PROTECT ALL EXISTING LANDSCAPE IRRIGATION SYSTEMS. DAMAGE TO EXISTING IRRIGATION SYSTEMS AND LANDSCAPE MATERIALS SHALL BE RESTORED TO EQUAL OR BETTER

CONDITION AT NO COST TO CITY.

6. CONTRACTOR SHALL PROGRAM EACH CONTROLLER ZONE BASED ON SPRINKLER TYPE, PLANT VARIETY, SOIL CHARACTERISTIC, SLOPE AND SOLAR ORIENTATION AS DESIGNATED ON THE PLANS. THE CONTRACTOR SHALL COORDINATE WITH THE CITY PARKS DEPARTMENT FOR APPROVAL OF THE CONTROLLER SETTINGS.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH FRANCHISE UTILITY PROVIDER TO PROVIDE POWER TO EACH IRRIGATION CONTROLLER. CONTRACTOR SHALL HAVE UNDERGROUND POWER LINES INSTALLED FROM POWER SOURCE UP TO THE CONTROLLER. CONTRACTOR SHALL MEET CONTROLLER

SPECIFICATIONS FOR POWER REQUIREMENTS.

8. CONTRACTOR SHALL SET A TEMPORARY CONTROLLER TO ESTABLISH LANDSCAPE. ONCE LANDSCAPE IS ESTABLISHED, CONTRACTOR SHALL CONTACT THE CITY'S PARKS AND RECREATION DEPARTMENT FOR

ASSISTANCE ON INSTALLATION OF INTER SPEC CONTROLLER.

CITY OF FRISCO

GENERAL NOTES FOR EROSION CONTROL AND STORMWATER

1. STEEL POSTS SHALL NOT BE USED TO INSTALL EROSION CONTROL MEASURES WITHIN CITY ROW.

2. NO EQUIPMENT SHALL BE CLEANED ON-SITE, OR OTHER LIQUIDS DEPOSITED AND ALLOWED TO FLOW

OVERLAND OR SUBTERRANEAN WITHIN THE LIMITS OF THE CRITICAL ROOT ZONE OF TREES THAT REMAIN ON SITE. THIS INCLUDES PAINT, OIL, SOLVENTS, ASPHALT, CONCRETE, CONCRETE EQUIPMENT WASH WATER, MORTAR OF SIMILAR MATERIALS.

3. ASPHALT BAGS SHALL BE PLACED AT CONSTRUCTION ENTRANCES TO PREVENT CURB DAMAGE.

4. GEOTEXTILE FABRIC SHALL BE PLACED ON SUBGRADE PRIOR TO STONE PLACEMENT FOR CONSTRUCTION

ENTRANCES.

FNI GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR PROVIDING A VIDEO OF THE ENTIRE PROJECT AND TANK SITE TO THE CITY

PRIOR TO WORK BEGINNING.

2. CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH SUPPORTING POWER POLES AND GUY WIRES AS REQUIRED TO CONSTRUCT THE PROJECT. NO SEPARATE PAYMENT IS MADE FOR THIS WORK, AND IS CONSIDERED SUBSIDIARY TO THE PROJECT. WHERE STANDARD HORIZONTAL OR VERTICAL FITTINGS ARE NOT CALLED OUT, CONTRACTOR MAY DEFLECT JOINTS TO MAKE REQUIRED ALIGNMENT OR GRADE. JOINT

DEFLECTION CAN NOT EXCEED 75% OF MANUFACTURER'S RECOMMENDATION.

3. CONTRACTOR SHALL REMOVE SURPLUS PIPELINE MATERIALS, TOOLS, RUBBISH, AND LEAVE THE CONSTRUCTION SITE CLEAN, TO THE SATISFACTION OF THE CITY. GRADE THE SURFACE AND RE-ESTABLISH DRAINAGE AND

EROSION CONTROL.

4. ANY EXISTING CURB OR GUTTER DAMAGED DURING CONSTRUCTION SHALL BE SAWCUT WITH GUTTER AND REPLACED TO THE NEAREST PAVEMENT JOINT WITH INTEGRAL CURB AND GUTTER DOWELED INTO EXISTING

PAVEMENT.

5. FOR CONSTRUCTION ACTIVITY NOT LOCATED WITHIN CITY ROW, CONTRACTOR SHALL LIMIT CONSTRUCTION

ACTIVITY TO THE EASEMENTS SHOWN ON THE PLANS.

6. ALL DISTURBED AREA WITHIN THE CONSTRUCTION AREA SHALL BE RESTORED WITH HYDROMULCH.

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TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ)

WATER DISTRIBUTION SYSTEM GENERAL CONSTRUCTION NOTES

REVISED FEBRUARY 2019

1. THIS WATER DISTRIBUTION SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS 30 TEXAS ADMINISTRATIVE CODE (TAC) CHAPTER 290 SUBCHAPTER D. WHEN CONFLICTS ARE NOTED WITH LOCAL STANDARDS, THE MORE STRINGENT REQUIREMENT SHALL BE APPLIED. AT A MINIMUM, CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS MEET TCEQ'S

"RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS.”

2. ALL NEWLY INSTALLED PIPES AND RELATED PRODUCTS MUST CONFORM TO AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI)/NSF INTERNATIONAL STANDARD 61 AND MUST BE CERTIFIED BY AN ORGANIZATION ACCREDITED BY ANSI [§290.44(A)(1)].

3. PLASTIC PIPE FOR USE IN PUBLIC WATER SYSTEMS MUST BEAR THE NSF INTERNATIONAL SEAL OF APPROVAL (NSF-PW) AND HAVE AN ASTM DESIGN PRESSURE RATING OF AT LEAST 150 PSI OR A STANDARD DIMENSION RATIO OF 26 OR LESS [§290.44(A)(2)].

4. NO PIPE WHICH HAS BEEN USED FOR ANY PURPOSE OTHER THAN THE CONVEYANCE OF DRINKING WATER SHALL BE ACCEPTED

OR RELOCATED FOR USE IN ANY PUBLIC DRINKING WATER SUPPLY [§290.44(A)(3)].

5. ALL WATER LINE CROSSINGS OF WASTEWATER MAINS SHALL BE PERPENDICULAR [§290.44(E)(4)(B)].

6. WATER TRANSMISSION AND DISTRIBUTION LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. HOWEVER, THE TOP OF THE WATER LINE MUST BE LOCATED BELOW THE FROST LINE AND IN NO CASE SHALL THE TOP OF THE WATER LINE BE LESS THAN 24 INCHES BELOW GROUND SURFACE [§290.44(A)(4)].

7. THE MAXIMUM ALLOWABLE LEAD CONTENT OF PIPES, PIPE FITTINGS, PLUMBING FITTINGS, AND FIXTURES IS 0.25 PERCENT [§290.44(B)].

8. THE CONTRACTOR SHALL INSTALL APPROPRIATE AIR RELEASE DEVICES WITH VENT OPENINGS TO THE ATMOSPHERE COVERED WITH 16-MESH OR FINER, CORROSION RESISTANT SCREENING MATERIAL OR AN ACCEPTABLE EQUIVALENT [§290.44(D)(1)].

9. THE CONTRACTOR SHALL NOT PLACE THE PIPE IN WATER OR WHERE IT CAN BE FLOODED WITH WATER OR SEWAGE DURING ITS

STORAGE OR INSTALLATION [§290.44(F)(1)].

10. WHEN WATERLINES ARE LAID UNDER ANY FLOWING OR INTERMITTENT STREAM OR SEMI-PERMANENT BODY OF WATER THE WATERLINE SHALL BE INSTALLED IN A SEPARATE WATERTIGHT PIPE ENCASEMENT. VALVES MUST BE PROVIDED ON EACH SIDE OF THE CROSSING WITH FACILITIES TO ALLOW THE UNDERWATER PORTION OF THE SYSTEM TO BE ISOLATED AND TESTED [§290.44(F)(2)].

11. PURSUANT TO 30 TAC §290.44(A)(5), THE HYDROSTATIC LEAKAGE RATE SHALL NOT EXCEED THE AMOUNT ALLOWED OR RECOMMENDED BY THE MOST CURRENT AWWA FORMULAS FOR PVC PIPE, CAST IRON AND DUCTILE IRON PIPE. INCLUDE THE

FORMULAS IN THE NOTES ON THE PLANS.

O THE HYDROSTATIC LEAKAGE RATE FOR POLYVINYL CHLORIDE (PVC) PIPE AND APPURTENANCES SHALL NOT EXCEED THE

AMOUNT ALLOWED OR RECOMMENDED BY FORMULAS IN AMERICA WATER WORKS ASSOCIATION (AWWA) C-605 AS REQUIRED IN 30 TAC §290.44(A)(5). PLEASE ENSURE THAT THE FORMULA FOR THIS CALCULATION IS CORRECT AND MOST

CURRENT FORMULA IS IN USE;

WHERE:

§ Q = THE QUANTITY OF MAKEUP WATER IN GALLONS PER HOUR,

§ L = THE LENGTH OF THE PIPE SECTION BEING TESTED, IN FEET,

§ D = THE NOMINAL DIAMETER OF THE PIPE IN INCHES, AND

§ P = THE AVERAGE TEST PRESSURE DURING THE HYDROSTATIC TEST IN POUNDS PER SQUARE INCH (PSI).

O THE HYDROSTATIC LEAKAGE RATE FOR DUCTILE IRON (DI) PIPE AND APPURTENANCES SHALL NOT EXCEED THE AMOUNT ALLOWED OR RECOMMENDED BY FORMULAS IN AMERICA WATER WORKS ASSOCIATION (AWWA) C-600 AS REQUIRED IN 30 TAC §290.44(A)(5). PLEASE ENSURE THAT THE FORMULA FOR THIS CALCULATION IS CORRECT AND MOST CURRENT FORMULA

IS IN USE;

WHERE:

§ L = THE QUANTITY OF MAKEUP WATER IN GALLONS PER HOUR,

§ S = THE LENGTH OF THE PIPE SECTION BEING TESTED, IN FEET,

§ D = THE NOMINAL DIAMETER OF THE PIPE IN INCHES, AND

§ P = THE AVERAGE TEST PRESSURE DURING THE HYDROSTATIC TEST IN POUNDS PER SQUARE INCH (PSI).

12. THE CONTRACTOR SHALL MAINTAIN A MINIMUM SEPARATION DISTANCE IN ALL DIRECTIONS OF NINE FEET BETWEEN THE PROPOSED WATERLINE AND WASTEWATER COLLECTION FACILITIES INCLUDING MANHOLES. IF THIS DISTANCE CANNOT BE MAINTAINED, THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE PROJECT ENGINEER FOR FURTHER DIRECTION. SEPARATION DISTANCES, INSTALLATION METHODS, AND MATERIALS UTILIZED MUST MEET §290.44(E)(1)-(4).

13. THE SEPARATION DISTANCE FROM A POTABLE WATERLINE TO A WASTEWATER MAIN OR LATERAL MANHOLE OR CLEANOUT SHALL BE A MINIMUM OF NINE FEET. WHERE THE NINE-FOOT SEPARATION DISTANCE CANNOT BE ACHIEVED, THE POTABLE WATERLINE SHALL BE ENCASED IN A JOINT OF AT LEAST 150 PSI PRESSURE CLASS PIPE AT LEAST 18 FEET LONG AND TWO NOMINAL SIZES LARGER THAN THE NEW CONVEYANCE. THE SPACE AROUND THE CARRIER PIPE SHALL BE SUPPORTED AT FIVE-FOOT INTERVALS WITH SPACERS OR BE FILLED TO THE SPRINGLINE WITH WASHED SAND. THE ENCASEMENT PIPE SHALL BE CENTERED ON THE CROSSING AND BOTH ENDS SEALED WITH CEMENT GROUT OR MANUFACTURED SEALANT [§290.44(E)(5)].

14. FIRE HYDRANTS SHALL NOT BE INSTALLED WITHIN NINE FEET VERTICALLY OR HORIZONTALLY OF ANY WASTEWATER LINE, WASTEWATER LATERAL, OR WASTEWATER SERVICE LINE REGARDLESS OF CONSTRUCTION [§290.44(E)(6)].

15. SUCTION MAINS TO PUMPING EQUIPMENT SHALL NOT CROSS WASTEWATER MAINS, WASTEWATER LATERALS, OR WASTEWATER SERVICE LINES. RAW WATER SUPPLY LINES SHALL NOT BE INSTALLED WITHIN FIVE FEET OF ANY TILE OR CONCRETE

WASTEWATER MAIN, WASTEWATER LATERAL, OR WASTEWATER SERVICE LINE [§290.44(E)(7)].

16. WATER LINES SHALL NOT BE INSTALLED CLOSER THAN TEN FEET TO SEPTIC TANK DRAINFIELDS [§290.44(E)(8)].

17. THE CONTRACTOR SHALL DISINFECT THE NEW WATERLINES IN ACCORDANCE WITH AWWA STANDARD C-651-14 OR MOST RECENT, THEN FLUSH AND SAMPLE THE LINES BEFORE BEING PLACED INTO SERVICE. SAMPLES SHALL BE COLLECTED FOR MICROBIOLOGICAL ANALYSIS TO CHECK THE EFFECTIVENESS OF THE DISINFECTION PROCEDURE WHICH SHALL BE REPEATED IF CONTAMINATION PERSISTS. A MINIMUM OF ONE SAMPLE FOR EACH 1,000 FEET OF COMPLETED WATERLINE WILL BE REQUIRED OR AT THE NEXT AVAILABLE SAMPLING POINT BEYOND 1,000 FEET AS DESIGNATED BY THE DESIGN ENGINEER [§290.44(F)(3)].

18. DECHLORINATION OF DISINFECTING WATER SHALL BE IN STRICT ACCORDANCE WITH CURRENT AWWA STANDARD C655-09 Or

MOST RECENT.

TCEQ WATER STORAGE TANK GENERAL CONSTRUCTION NOTES

REVISED FEBRUARY 2019

1. THE WATER STORAGE TANK MUST BE CONSTRUCTED IN ACCORDANCE WITH THE CURRENT TEXAS COMMISSION ON ENVIRONMENTAL QUALITY (TCEQ) RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS 30 TEXAS ADMINISTRATIVE CODE (TAC) CHAPTER 290 SUBCHAPTER D. WHEN CONFLICTS ARE NOTED WITH LOCAL STANDARDS, THE MORE STRINGENT REQUIREMENT SHALL BE APPLIED. AT A MINIMUM, CONSTRUCTION FOR PUBLIC WATER SYSTEMS MUST ALWAYS MEET TCEQ'S "RULES AND REGULATIONS FOR PUBLIC WATER SYSTEMS.”

2. ALL FACILITIES FOR POTABLE WATER STORAGE SHALL BE COVERED AND DESIGNED, FABRICATED, ERECTED, TESTED AND DISINFECTED IN STRICT ACCORDANCE WITH CURRENT AMERICAN WATER WORKS ASSOCIATION (AWWA) STANDARDS AND SHALL BE PROVIDED WITH THE MINIMUM NUMBER, SIZE AND TYPE OF ROOF VENTS, MAN WAYS, DRAINS, SAMPLE CONNECTIONS, ACCESS LADDERS, OVERFLOWS, LIQUID LEVEL INDICATORS

ON-SITE, AND OTHER APPURTENANCES AS SPECIFIED IN THESE RULES.

3. DISINFECTION OF WATER STORAGE FACILITIES SHALL BE IN STRICT ACCORDANCE WITH CURRENT AWWA

STANDARD C652-11 OR MOST RECENT.

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

STANDARD C655-09 OR MOST RECENT.

5. BOLTED TANKS SHALL BE DESIGNED, FABRICATED, ERECTED AND TESTED IN STRICT ACCORDANCE WITH CURRENT AWWA STANDARD D103. WELDED TANKS SHALL BE DESIGNED, FABRICATED, ERECTED AND TESTED IN STRICT ACCORDANCE WITH CURRENT AWWA STANDARD D100. THE ROOF OF ALL METAL TANKS SHALL BE DESIGNED AND ERECTED SO THAT NO WATER PONDS AT ANY POINT ON THE ROOF AND, IN ADDITION, NO AREA OF THE ROOF SHALL HAVE A SLOPE OF LESS THAN 0.75 INCH PER FOOT. CONCRETE TANK ROOFS SHALL BE

CONSTRUCTED IN STRICT COMPLIANCE WITH THEIR RESPECTIVE AWWA STANDARD.

6. ROOF VENTS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH CURRENT AWWA STANDARDS AND SHALL BE EQUIPPED WITH APPROVED SCREENS TO PREVENT ENTRY OF ANIMALS, BIRDS, INSECTS AND HEAVY AIR CONTAMINANTS. SCREENS SHALL BE FABRICATED OF CORROSION RESISTANT MATERIAL AND SHALL BE 16 MESH OR FINER. SCREENS SHALL BE SECURELY CLAMPED IN PLACE WITH STAINLESS OR GALVANIZED BANDS OR WIRES AND SHALL BE DESIGNED TO WITHSTAND WINDS OF NOT LESS THAN TANK DESIGN CRITERIA (UNLESS SPECIFIED

OTHERWISE BY THE ENGINEER).

7. ALL ROOF OPENINGS SHALL BE DESIGNED IN ACCORDANCE WITH CURRENT AWWA STANDARDS. IF AN ALTERNATE 30 INCH DIAMETER ACCESS OPENING IS NOT PROVIDED IN A STORAGE TANK, THE PRIMARY ROOF ACCESS OPENING SHALL NOT BE LESS THAN 30 INCHES IN DIAMETER. OTHER ROOF OPENINGS REQUIRED ONLY FOR VENTILATING PURPOSES DURING CLEANING, REPAIRING OR PAINTING OPERATIONS SHALL BE NOT LESS THAN 24 INCHES IN DIAMETER OR AS SPECIFIED BY THE LICENSED PROFESSIONAL ENGINEER. AN EXISTING TANK WITHOUT A 30-INCH IN DIAMETER ACCESS OPENING MUST BE MODIFIED TO MEET THIS REQUIREMENT WHEN MAJOR REPAIR OR MAINTENANCE IS PERFORMED ON THE TANK. EACH ACCESS OPENING SHALL HAVE A RAISED CURBING AT LEAST FOUR INCHES IN HEIGHT WITH A LOCKABLE COVER THAT OVERLAPS THE CURBING AT LEAST TWO INCHES IN A DOWNWARD DIRECTION. WHERE NECESSARY, A GASKET SHALL BE USED TO MAKE A POSITIVE SEAL WHEN THE HATCH IS CLOSED. ALL HATCHES SHALL REMAIN LOCKED EXCEPT DURING INSPECTIONS AND

MAINTENANCE.

8. OVERFLOWS SHALL BE DESIGNED IN STRICT ACCORDANCE WITH CURRENT AWWA STANDARDS AND SHALL TERMINATE WITH A GRAVITY-HINGED AND WEIGHTED COVER, AN ELASTOMERIC DUCKBILL VALVE, OR OTHER APPROVED DEVICE TO PREVENT THE ENTRANCE OF INSECTS AND OTHER NUISANCES. THE COVER SHALL FIT TIGHTLY WITH NO GAP OVER 1/16 INCHES. IF THE OVERFLOW TERMINATES AT ANY POINT OTHER THAN THE GROUND LEVEL, IT SHALL BE LOCATED NEAR ENOUGH AND AT A POSITION ACCESSIBLE FROM A LADDER OR THE BALCONY FOR INSPECTION PURPOSES. THE OVERFLOW(S) SHALL BE SIZED TO HANDLE THE MAXIMUM POSSIBLE FILL RATE WITHOUT EXCEEDING THE CAPACITY OF THE OVERFLOW(S). THE DISCHARGE OPENING OF THE OVERFLOW(S) SHALL BE ABOVE THE SURFACE OF THE GROUND AND SHALL NOT BE SUBJECT TO SUBMERGENCE.

9. ALL CLEARWELLS AND WATER STORAGE TANKS SHALL HAVE A LIQUID LEVEL INDICATOR LOCATED AT THE TANK SITE. THE INDICATOR CAN BE A FLOAT WITH A MOVING TARGET, AN ULTRASONIC LEVEL INDICATOR, OR A PRESSURE GAUGE CALIBRATED IN FEET OF WATER. IF AN ELEVATED TANK OR STANDPIPE HAS A FLOAT WITH MOVING TARGET INDICATOR, IT MUST ALSO HAVE A PRESSURE INDICATOR LOCATED AT GROUND LEVEL.

PRESSURE GAUGES MUST NOT BE LESS THAN THREE INCHES IN DIAMETER AND CALIBRATED AT NOT MORE THAN TWO-FOOT INTERVALS. REMOTE READING GAUGES AT THE OWNER'S TREATMENT PLANT OR PUMPING STATION WILL NOT ELIMINATE THE REQUIREMENT FOR A GAUGE AT THE TANK SITE UNLESS THE TANK IS LOCATED AT THE

PLANT OR STATION.

10. INLET AND OUTLET CONNECTIONS SHALL BE LOCATED SO AS TO PREVENT SHORT CIRCUITING OR STAGNATION OF WATER. CLEARWELLS USED FOR DISINFECTANT CONTACT TIME SHALL BE APPROPRIATELY BAFFLED.

11. CLEARWELLS AND POTABLE WATER STORAGE TANKS SHALL BE THOROUGHLY TIGHT AGAINST LEAKAGE, SHALL BE LOCATED ABOVE THE GROUND WATER TABLE AND SHALL HAVE NO WALLS IN COMMON WITH ANY OTHER PLANT UNITS CONTAINING WATER IN THE PROCESS OF TREATMENT. ALL ASSOCIATED APPURTENANCES

INCLUDING VALVES, PIPES AND FITTINGS SHALL BE TIGHT AGAINST LEAKAGE.

12. EACH CLEARWELL OR POTABLE WATER STORAGE TANK SHALL BE PROVIDED WITH A MEANS OF REMOVING ACCUMULATED SILT AND DEPOSITS AT ALL LOW POINTS IN THE BOTTOM OF THE TANK. DRAINS SHALL NOT BE CONNECTED TO ANY WASTE OR SEWAGE DISPOSAL SYSTEM AND SHALL BE CONSTRUCTED SO THAT THEY ARE

NOT A POTENTIAL AGENT IN THE CONTAMINATION OF THE STORED WATER.

13. ALL CLEAR WELLS, GROUND STORAGE TANKS, STANDPIPES, AND ELEVATED TANKS SHALL BE PAINTED, DISINFECTED, AND MAINTAINED IN STRICT ACCORDANCE WITH CURRENT AWWA STANDARDS. HOWEVER, NO TEMPORARY COATINGS, WAX GREASE COATINGS, OR COATING MATERIALS CONTAINING LEAD WILL BE ALLOWED. NO OTHER COATINGS WILL BE ALLOWED WHICH ARE NOT APPROVED FOR USE (AS A CONTACT SURFACE WITH POTABLE WATER) BY THE UNITED STATES ENVIRONMENTAL PROTECTION AGENCY (EPA), NSF INTERNATIONAL, OR THE UNITED STATES FOOD AND DRUG ADMINISTRATION (FDA). ALL NEWLY INSTALLED COATINGS MUST CONFORM TO ANSI/NSF INTERNATIONAL STANDARD 61 AND MUST BE CERTIFIED BY AN

ORGANIZATION ACCREDITED BY ANSI.

14. NO TANKS OR CONTAINERS SHALL BE USED TO STORE POTABLE WATER THAT HAS PREVIOUSLY BEEN USED FOR ANY NON-POTABLE PURPOSE. WHERE A USED TANK IS PROPOSED FOR USE, A LETTER FROM THE PREVIOUS OWNER OR OWNERS MUST BE SUBMITTED TO THE COMMISSION WHICH STATES THE USE OF THE TANK.

15. ACCESS MANWAYS IN THE RISER PIPE, SHELL AREA, ACCESS TUBE, BOWL AREA OR ANY OTHER LOCATION OPENING DIRECTLY INTO THE WATER COMPARTMENT SHALL BE LOCATED IN STRICT ACCORDANCE WITH CURRENT AWWA STANDARDS. THESE OPENINGS SHALL NOT BE LESS THAN 24 INCHES IN DIAMETER. HOWEVER, IN THE CASE OF A RISER PIPE OR ACCESS TUBE OF 36 INCHES IN DIAMETER OR SMALLER, THE ACCESS MANWAY MAY BE 18 INCHES TIMES 24 INCHES WITH THE VERTICAL DIMENSION NOT LESS THAN 24 INCHES. THE PRIMARY ACCESS MANWAY IN THE LOWER RING OR SECTION OF A GROUND STORAGE TANK SHALL BE NOT LESS THAN 30 INCHES IN DIAMETER. WHERE NECESSARY, FOR ANY ACCESS MANWAY WHICH ALLOWS DIRECT ACCESS TO THE WATER COMPARTMENT, A GASKET SHALL BE USED TO MAKE A POSITIVE SEAL WHEN THE ACCESS MANWAY IS

CLOSED.

16. SERVICE PUMP INSTALLATION TAKING SUCTION FROM STORAGE TANKS SHALL PROVIDE AUTOMATIC LOW WATER LEVEL CUTOFF DEVICES TO PREVENT DAMAGE TO THE PUMPS. THE SERVICE PUMP CIRCUITRY SHALL ALSO RESUME PUMPING AUTOMATICALLY ONCE THE MINIMUM WATER LEVEL IS REACHED IN THE TANK.

17. PURSUANT TO 30 TAC §290.44(B)(1), THE MAXIMUM ALLOWABLE LEAD CONTENT OF PIPES, PIPE FITTINGS, PLUMBING FITTINGS, AND FIXTURES IS 0.25 PERCENT.

TANK REHABILITATION GENERAL NOTES:

1. COORDINATE WITH OWNER REPRESENTATIVE AND DELIVER ANY SALVAGEABLE MATERIAL TO FACILITY

SPECIFIED AS REQUIRED BY THE OWNER'S INSPECTOR.

2. CONTRACTOR MUST TAKE NECESSARY MEASURES TO CONTAIN AND PROTECT AGAINST FUGITIVE BLAST DEBRIS AND PAINT OVERSPRAY AND IS RESPONSIBLE FOR ANY DAMAGES CAUSED BY RELEASES.

3. THE EXISTING INLET VALVES MAY LEAK TO THE INTERIOR OF THE TANK AFTER INITIAL TANK DRAINING.

CONTRACTOR IS RESPONSIBLE FOR REMOVING RESIDUAL WATER AND SEDIMENT LEFT IN TANK AFTER INITIAL TANK DRAINING. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING ANY WATER LEAKING BY CLOSED VALVES

INTO THE TANK DURING CONSTRUCTION.

4. REMOVE ANY EXISTING FREEZE PROTECTION ON EXTERIOR VALVES AND REPLACE SUBSEQUENT TO EXTERIOR

COATINGS WITH NEW FREEZE PROTECTION.

5. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO DETERMINE PROCEDURE AND SEQUENCE TO ENSURE THE SAFETY OF THE TANK AND ITS COMPONENT PARTS DURING REHABILITATION, AND TO PROVIDE TEMPORARY BRACING, GUYS, OR TIE-DOWNS AS NECESSARY FOR COMPLETION OF THE WORK. SUCH MATERIAL SHALL BE REMOVED FROM THE SITE AND REMAIN THE CONTRACTOR'S PROPERTY AFTER COMPLETION OF THE WORK.

6. FIELD VERIFY ALL EXISTING DIMENSIONS PRIOR TO FABRICATION OF ALL COMPONENTS REQUIRED FOR PROJECT AND VERIFY ALL CONDITIONS AND DIMENSIONS PERTAINING TO EXISTING UTILITIES AND STRUCTURES AT THE SITE BEFORE PROCEEDING WITH THE WORK. PROVIDE SCALED AND FIELD VERIFIED SHOP

DRAWINGS FOR ALL FABRICATIONS PRIOR TO CONSTRUCTION.

7. CONTRACTOR MUST IDENTIFY AND REVIEW WITH THE ENGINEER ALL AREAS FOR REPAIR BEFORE AND AFTER ABRASIVE BLASTING. AN INITIAL BLAST MAY BE REQUIRED AT NO ADDITIONAL COST OR TIME TO IDENTIFY AND QUANTIFY THE EXTENT OF CORROSION AND TO IDENTIFY REPAIR AREAS PRIOR TO SSPC SP6 OR SP10

BLAST.

8. THE PROJECT SITE IS AN ACTIVE PUBLIC WATER SYSTEM FACILITY. AT NO TIME SHALL THE SITE BE LEFT UNATTENDED BY THE CONTRACTOR WITHOUT EXISTING, TEMPORARY OR PERMANENT FENCING WITH

SECURED AND LOCKED GATES IN PLACE MEETING TITLE 30 TAC CHAPTER 290.

9. ALL ROUGH EDGES, WELD SCARS, WELD SPLATTER OR ANY OTHER SCARS FROM REMOVED ITEMS FROM THE

TANK MUST BE GROUND SMOOTH IN ACCORDANCE WITH NACE SP0178 LEVEL 'D'.

10. CONTRACTOR MUST USE CAUTION WHEN EXCAVATING NEAR TANK FOUNDATIONS. NO EXCAVATIONS WITHIN 5-FEET OF THE FOUNDATION OR WITHIN A 1:1 SLOPE OF THE FOUNDATION SHALL BE OPEN FOR MORE THAN

ONE DAY WITHOUT PRIOR APPROVAL BY THE ENGINEER.

11. ALL ITEMS INDICATED TO BE "GALVANIZED" ARE TO BE HOT-DIPPED GALVANIZED.

12. ALL BOLTS AND MOUNTING HARDWARE MUST BE APPROPRIATELY SIZED TO HAVE AT LEAST TWO THREADS

PROTRUDING PAST THE NUT.

13. CONTRACTOR MUST ALLOW THE OWNER TO ACCESS THE FACILITY AT ALL TIMES DURING CONSTRUCTION.

14. ALL PHOTOS INCLUDED WITHIN THIS PLAN SET WERE TAKEN IN MARCH OF 2024 AND MARCH OF 2025 AND ARE A GENERAL REPRESENTATION OF THE WORK. ACTUAL CONDITIONS MAY BE DIFFERENT AT THE TIME OF CONSTRUCTION. CONTRACTOR MUST VERIFY ALL SITE CONDITIONS AND MAKE ADJUSTMENTS AS REQUIRED

PRIOR TO STARTING CONSTRUCTION.

15. CONTRACTOR TO MOW, LANDSCAPE, AND MAINTAIN PROPERTY THROUGHOUT THE DURATION OF CONSTRUCTION UNTIL OWNER ACCEPTS FINAL COMPLETION. ANY VIOLATION ISSUED TO THE OWNER FOR OVERGROWN VEGETATION OR VIOLATION OF RULES OR REGULATIONS WILL BE PASSED ON TO CONTRACTOR.

REFER TO SECTION 01 31 00 "PROJECT MANAGEMENT AND COORDINATION" FOR ADDITIONAL

REQUIREMENTS.

16. CONTRACTOR TO HIGH PRESSURE WATER WASH ENTIRE INTERIOR OF TANK AND REMOVE ALL SILT AND

RESIDUAL WATER.

17. CONTRACTOR IS REQUIRED TO DISINFECT THE TANK PER 33 10 13 "DISINFECTING OF WATER UTILITY

DISTRIBUTION".

THE INDICATED REQUIREMENTS ARE THE MINIMUM REQUIREMENTS AS

REQUIRED BY THE TCEQ. IF CONFLICTS EXIST BETWEEN THESE NOTES AND

AS SPECIFIED IN THE PLANS AND SPECIFICATIONS, THE MOST STRINGENT

REQUIREMENT SHALL SUPERCEDE AS DETERMINED BY THE ENGINEER.

NOTE:

8/ 6/

X X X X X X X X X X X X X X X X X X

E BOLLARD

BOLLARD

INLET

ROCK

RIP-RAP

24" RCP

FL=613.25

ROCK

RIP-RAP

100' BRAZOS ELEC. POWER COOP, INC.

VOL. 568, PG. 296

VOL. 960, PG. 701, D.R.D.C.T.

10' UTILITY EASEMENT, CC# 2009-135,. P.R.D.C.T.

15' WATER LINE EASEMENT, CC# 2009-135,. P.R.D.C.T.

100' BRAZOS ELEC. POWER COOP, INC.

VOL. 568, PG. 296

VOL. 960, PG. 701, D.R.D.C.T.

5' AT&T UTILITY EASEMENT

10' UTILITY EASEMENT, CC# 2009-135,. P.R.D.C.T.

CONDUIT

PIPES

10' UTILITY EASEMENT, CC# 2009-135,. P.R.D.C.T.

5' A

T& T

THE CITY OF FRISCO

219.034 ACRES

VOL. 4205, PG. 111

CC# 98-0096765

D.R.D.C.T.

LOT 1, BLOCK A

LONE STAR HIGH SCHOOL

CC# 2009-135

P.R.D.C.T.

CITY OF FRISCO

TRACT ONE, 1.335 AC.

CC# 2009-25140

D.R.D.C.T.

ELEVATED

STORAGE

TANK

T-1

T-2

T-3

BM-1

BM-2

BM-3

CONTROL POINT TABLE

POINT

T-1

T-2

T-3

NORTHING

7120761.07

7120834.34

7121077.41

EASTING

2468882.43

2469252.19

2469072.16

ELEVATION

618.15

622.95

625.41

DESCRIPTION

1/2" IRON ROD STAMPED "B&C RANDOM"

BENCHMARK TABLE

NUMBER

BM-1

BM-2

BM-3

NORTHING

7120763.88

7120844.35

7120764.73

EASTING

2469158.61

2469080.79

2468679.50

ELEVATION

621.04

621.22

617.01

BENCHMARK

DESCRIPTION

BOX CUT AT THE SOUTHEAST CORNER OF A CONCRETE DRIVEWAY TO THE

CITY OF FRISCO WATER TOWER SITE, +/- 1600' EAST OF TEEL PARKWAY.

BOX CUT ON THE NORTHEAST CORNER OF UTILITY VAULT. +/- 40' WEST OF

THE CONCRETE DRIVE, AND +/- 75' SOUTH OF THE WATER TOWER.

BOX CUT ON THE NORTHEAST CORNER OF INLET. SOUTH SIDE OF CONCRETE

DRIVEWAY TO FRISCO WATER TOWER SITE. +/- 1150' EAST OF TEEL PARKWAY.

CITY OF FRISCO

TEEL ELEVATED

STORAGE TANK

13772 TEEL PKWY.

FRISCO, TX 75034

MJW

G-4

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G-5

GENERAL NOTES

1. REFER TO G-1 FOR CITY OF FRISCO GENERAL NOTES.

2. REFER TO G-2 FOR TCEQ WATER DISTRIBUTION SYSTEM GENERAL CONSTRUCTION NOTES.

3. THE FOLLOWING NOTES ARE GENERAL AND APPLY TO ALL SHEETS OF THESE CONTRACT DOCUMENTS AS

IF THEY WERE WRITTEN IN THEIR ENTIRETY ON EACH SHEET.

4. THESE SHEETS DEPICT APPROXIMATE LOCATIONS OF BURIED UTILITIES. OTHER UTILITIES MAY EXIST AND ARE NOT SHOWN. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY LOCATIONS AND SIZES OF ALL UTILITIES. THE RECORD INFORMATION ON THESE SHEETS IS NOT GUARANTEED TO BE COMPLETE OR

ACCURATE AND IS FURNISHED FOR GENERAL INFORMATION ONLY.

5. PRIOR TO FABRICATION OF NEW PIPING INCLUDING SPECIAL FITTINGS AND EXCAVATION FOR NEW STRUCTURES, ELECTRICAL CONDUIT AND/OR OTHER PROPOSED UTILITIES, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL EXISTING PIPING AND UTILITIES IN THE

CONSTRUCTION AREA.

6. PROVIDE PIPE, EQUIPMENT, FITTINGS, ADAPTERS, SUPPORTS AND APPURTENANCES REQUIRED FOR A

COMPLETE AND WORKING SYSTEM.

7. DO NOT EXCEED 50% OF MANUFACTURER'S RECOMMENDED MAXIMUM DEFLECTION FOR PIPE JOINTS, UNLESS NOTED OTHERWISE.

8. THE CONTRACTOR SHALL TAKE SPECIAL PRECAUTIONS IN THE VICINITY OF ANY OVERHEAD ELECTRIC LINES. THE CONTRACTOR SHALL COMPLY WITH ALL CURRENT FEDERAL, STATE, AND LOCAL SAFETY REGULATIONS REGARDING NATIONAL ELECTRICAL CODE (NEC) CLASSIFICATION AND ANY REQUIREMENT

BY OWNER OF ELECTRIC LINES.

9. SOME DIMENSIONS AND ELEVATIONS RELATED TO EXISTING STRUCTURES WERE OBTAINED FROM PREVIOUS CONSTRUCTION/RECORD DRAWINGS. ALL EXISTING DIMENSIONS AND ELEVATIONS SHALL BE

VERIFIED IN THE FIELD BY THE CONTRACTOR.

10. CONTRACTOR SHALL CONTACT THE PROPER UTILITY REPRESENTATIVE FOR QUESTIONS OR

COORDINATION OF CONSTRUCTION RELATED TO EXISTING UTILITIES.

11. MECHANICAL AND ELECTRICAL EQUIPMENT, SUPPORTS, ANCHORAGES, OPENINGS, RECESSES AND REVEALS NOT SHOWN ON THE DRAWINGS BUT REQUIRED BY THE CONTRACT DOCUMENTS SHALL BE

PROVIDED.

12. EXCAVATION ADJACENT TO EXISTING UTILITIES TO REMAIN OR CROSSING UTILITIES SHALL BE EXCAVATED

BY HAND AND IN SUCH A MANNER AS TO AVOID DAMAGE TO EXISTING FACILITIES.

13. ANY PLANT UTILITY AND PIPING, COMMUNICATION AND ELECTRICAL OR INSTRUMENTATION WIRING AND CONDUIT DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED AND PLACED BACK IN SERVICE BY THE CONTRACTOR ON THE SAME DAY THAT THE DAMAGE OCCURRED. AFTER 24 HOURS OUT OF SERVICE, OWNER WILL HAVE THE OPTION OF HAVING THE REPAIRS MADE BY A SEPARATE CONTRACTOR AND DEDUCTING THE COST OF SAID REPAIRS FROM THE CONTRACT AMOUNT THROUGH THE PAY ESTIMATE.

14. ALL DEMOLISHED PIPING AND APPURTENANCES, CONDUITS, ELECTRIC WIRING AND EQUIPMENT ARE SUBJECT TO SALVAGE BY THE OWNER. OWNER WILL DECIDE IF THESE ITEMS SHALL BE DISPOSED OF BY THE CONTRACTOR. ALL DISPOSED EQUIPMENT WILL BE REMOVED FROM THE SITE BY THE CONTRACTOR.

15. CONTRACTOR SHALL REPAIR ANY EXISTING PAVEMENT DEMOLISHED FOR PIPING INSTALLATION OR

MODIFICATION WORK. THE PAVEMENT SHALL BE RETURNED TO EXISTING CONDITIONS.

16. ANY EXISTING PIPING THAT IS AFFECTED BY NEW CONSTRUCTION OR PIPING INSTALLATION, UNLESS

DEMOLISHED AND REMOVED, SHALL BE RETURNED TO ORIGINAL OR BETTER CONDITION AT NO

ADDITIONAL COST TO THE OWNER. PIPING REPAIR SHALL INCLUDE CONSIDERATION FOR BACKFILL, ENCASEMENT, SUPPORTS, RESTRAINTS, FITTINGS, VALVES, HEAT TRACINGS, INSULATION AND ANY TYPICAL OR SPECIAL COATINGS THAT ARE APPLIED TO THE INTERIOR AND/OR EXTERIOR OF THE PIPING

AND ITS APPURTENANCES.

17. UNLOADING AND STORAGE OF THE EQUIPMENT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR WHO SHALL INSPECT THE EQUIPMENT FOR APPARENT DAMAGE. EQUIPMENT WHICH IS FOUND TO BE

DAMAGED WILL NOT BE ACCEPTED UNTIL PROPERLY REPAIRED OR REPLACED BY THE VENDOR.

18. THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING AND COMPLYING WITH ALL REQUIRED PERMITS FOR

CONSTRUCTION.

19. CONTRACTOR SHALL PROVIDE TEMPORARY POWER FOR TOOLS, EQUIPMENT, ETC. WITHOUT

INTERFERENCE OR CONNECTION TO THE PLANT'S POWER GRID UNLESS PRIOR CONSENT FROM THE

OWNER HAS BEEN PROVIDED.

20. THE CONTRACTOR IS TO PERFORM HYDROSTATIC PRESSURE AND LEAKAGE TESTS USING METHODS, AND

PER PERFORMANCE REQUIREMENTS OF AWWA C-605 UNDERGROUND INSTALLATION OF POLYVINYL

CHLORIDE (PVC) PRESSURE PIPE AND FITTINGS FOR WATER. ALLOWABLE LEAKAGE SHALL NOT EXCEED

THAT DETERMINED BY THE FOLLOWING FORMULA:

L= SD P

148,000

L=ALLOWABLE LEAKAGE (gph) S=LENGTH OF LINE UNDER TEST (ft) D=NOMINAL DIAMETER OF PIPE (in) P=AVERAGE TEST PRESSURE (psi)

21. ALL WELDING SHALL BE PERFORMED BY A CERTIFIED AWS WELDER.

22. ALL PLASTIC PIPES MUST BEAR THE NSF-PW SEAL AND MUST BE NSF 61 CERTIFIED.

23. NO PIPE WHICH HAS BEEN USED FOR ANY PURPOSE OTHER THAN THE CONVEYANCE OF DRINKING

WATER SHALL BE ACCEPTED OR RELOCATED FOR USE IN THE PROJECT.

24. NO PIPE OR APPURTENANCE THAT CONTACTS WATER SHALL CONTAIN MORE THAN 0.25% LEAD.

SOLDERS THAT CONTAIN MORE THAN 0.2% LEAD ARE ALSO PROHIBITED.

BLIND FLANGE, CAP, OR PLUG

PROPOSED EQUIPMENT, PIPING, OR STRUCTURES

EXISTING EQUIPMENT, PIPING, OR STRUCTURES

CENTERLINE

DIRECTION OF FLOW

STANDARD DETAIL NUMBER

DETAIL DESIGNATION

DIRECTION OF SECTION CUT

SECTION NUMBER

SCHEDULE DOOR TYPE

NUMERICAL IDENTIFICATION

MCC

ROOM IDENTIFICATION

ROOM NUMBER

STANDARD DRAFTING SYMBOLS

CIRCLED AREA OF DETAIL (ENLARGED PLAN)

SHEET NUMBER WHERE DRAWN

SHEET NUMBER WHERE CUT

SHEET NUMBER WHERE DRAWN

SHEET NUMBER WHERE CUT

1__

XXX

X__

XXX

EXPLANATION OF PIPE DESIGNATION

PIPE MATERIAL

NOMINAL LINE SIZE IN INCHES

PROCESS FLOW STREAM

8 - PW - DI

PIPING AND PROCESS FLOW STREAM

CHLORINE SOLUTION (SODIUM HYPOCHLORITE)

POTABLE WATER

CLS

LEGEND

PROCESS FLOW STREAM - INDEX

PROCESS

CODE PRODUCT - SERVICE

LIQUID AMMONIUM SULFATELAS

PIPE MATERIAL - INDEX

DRAIND

SAMPLESA

PERISTALTIC OR HOSE PUMP

D DRAIN

DUCTILE IRON PIPE

POLYVINYL CHLORIDE PIPE

PVC

PROCESS

CODE PRODUCT - SERVICE

POLYETHYLENE TUBINGPE

8/ 6/

X X X X X X X X X X X X X X X X X X X X X X X X X X X

12" RCP FL=617.19

2" PVC EXPOSED

12" RCP FL=617.44

2" PVC

VAULT

EMETER

VAULT

PVC CONDUIT

PANELS

SCB

RED PINFLAG COSERVFH

BOLLARD

PANEL

BOLLARD

GENERATOR

RAIN GAUGE

ANTENNA

GATE RAIL

" D

METAL BOX

ELECTRIC TRANSFORMER

EEMETER

AT&T PANEL

PANEL

SWITCHBOARD

GATE

TELEPHONE

PANEL

ROCK

RIP-RAP

WROUGHT IRON FENCE

O N

CHAIN LINK WITH CONCRETE RUNNER

ROCK

RIP-RAP

TIME WARNER

CABLE VAULT

THE CITY OF FRISCO

219.034 ACRES

VOL. 4205, PG. 111

CC# 98-0096765

D.R.D.C.T.

LOT 1, BLOCK A

LONE STAR HIGH SCHOOL

CC# 2009-135

P.R.D.C.T.

10' UTILITY EASEMENT, CC# 2009-135,. P.R.D.C.T.

15' WATER LINE EASEMENT, CC# 2009-135,. P.R.D.C.T.

5' AT&T UTILITY EASEMENT

10' UTILITY EASEMENT, CC# 2009-135,. P.R.D.C.T.

CITY OF FRISCO

TRACT ONE, 1.335 AC.

CC# 2009-25140

D.R.D.C.T.

CONDUIT

PIPES

2" PVC

EQUIPMENT

INSIDE FENCE

5' A

T& T

T-3

T-2

T-1

BM-1

BM-2

24W

24W 24W

24W

24W 24W 24W 24W

24W

24W 24W 24W

20SS

2" PVC EXPOSED

SSV

EX 24" REUSE LINE

REMOVE EX SPLASH PAD AND

INSTALL PROP OVERFLOW

SPLASH BOX

(RE: DT-2)

REMOVE AND REPLACE

PEDESTRIAN DOOR

AND FRAME (RE: DT-5)

EX 30" INLET/

OUTLET PIPE

EX 24"BYPASS PIPING

EX 30" ALTITUDE

VALVE VAULT

PROP 18" OVERFLOW

PIPING

PROP 4'x4' JUNCTION BOX

(RE: DT-8)

EX CONCRETE

DRIVEWAY

EX ACCESS GATE

SPOT REPAIR EX

WROUGHT IRON FENCE

(RE: DT-6)

CENTER OF TANK

N=7120948.44 E=2469082.30

EX CELLULAR COMPANY

EQUIPMENT

PROP 365 SY CELLULAR

COMPANY CONCRETE

DRIVEWAY (RE: DT-7)

PROP 195 LF WROUGHT

IRON FENCE

CONTRACTOR TO MATCH

EX FENCE MATERIAL, SIZE,

AND THICKNESS

REMOVE AND REPLACE

58 SY CONCRETE DRIVE

(RE: DT-7)

REMOVE AND REPLACE

40 SY CONCRETE DRIVE

(RE: DT-7)

REMOVE AND REPLACE

50 SY CONCRETE DRIVE

(RE: DT-7)

EX CELLULAR COMPANY

ACCESS GATE

PROP 2'x2'

INLET DRAIN

(RE: DT-8)

PROP 2'x2'

INLET DRAIN

(RE: DT-8)

PROP 12" STORM

DRAIN PIPING

(RE: C-2)

EX 20" FORCE MAIN

PROP LADDER

IN VALVE VAULT

(RE: DT-4)

ABANDON EX 2" PVC

SUMP DRAIN LINE

PROP 2" SUMP

DRAIN LINE

PROP 3'x3'

WYE INLET

(RE: DT-8)

REMOVE EX SD INLET

AND REPLACE W/

4'x4' WYE INLET

(RE: DT-8)

EX 2.5 MG

ELEVATED

STORAGE TANK

FUTURE CHEMICAL

FEED TOTES

15'

PROP 188 SY CONCRETE DRIVE

25'

PROP 4'x4' JUNCTION BOX

(RE: DT-8)

PROP 4'x4' JUNCTION BOX

(RE: DT-8)

MJW

C-1

SCALE IN FEET

NORTH

SHEET

SEQ.

th is sh ee t, ad ju st sc al e.

dr aw in g.

If n ot o ne in ch o n

Ba r i s o ne in ch o n or ig

E N

. VE

Plot Date: 8/6/2025 3:08 PM Plot By: 08232 Filename: N:\WTU\Sheets\TEEL EST\CV-EST-PL-SITE.dwg

-E

-P

L-

W G

La st

S av ed : 8

/6 /2

:5 d

By : 0

Fi le na m e:

\S he et s\

V-

T-

-S

dw g

R el : 2

(L M

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Fr ee se a nd N ic ho ls, In c.

Te xa s R eg ist er ed

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Fi rm

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F ris co S qu ar e Bl vd , S ui te

Fr isc o, T ex as

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-9

W eb w w w

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O F

, T

A N

F& N

N O

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CIL

RE E NI

GNE

A N

SSEFOR

STATE

SAXET

W . H

NOTES:

1. CONTRACTOR TO REMOVE AND REPLACE

IRRIGATION SYSTEM.

2. CONTRACTOR TO MAINTAIN 24/7

ACCESS TO THE SITE AND CELLULAR

COMPANY EQUIPMENT WHILE

REMOVING AND REPLACING PAVEMENT.

8/ 6/

X X X X X X X X X X X X X X X X X X X X X X X X X X

X X

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated Aug 26, 2025.