ESBD_File_346576_Chaparral Pump Station Re-Bid - IFC Plans (22x34).pdf

PDF 40 MB Posted Jan 2, 2024

Attached to: Chaparral Pump Station Re-Bid
Solicitation number: 24-21
Issued by: Bell County, Killeen City, Texas

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Written by GovTribe AI · Apr 3, 2024

This document is a Notice to Bidders for the Chaparral Pump Station Re-Bid solicitation issued by the City of Killeen, Texas. The project involves the re-bid of the Chaparral Pump Station, and bids are being accepted electronically or by mail until 3:00 pm on Thursday, January 18, 2024. A mandatory pre-proposal meeting will be held on Tuesday, January 9, 2024, and bid questions will be accepted until January 11, 2024. Bids will be opened and read aloud through Zoom video conferencing immediately following the bid submission deadline. The project is located in Bell County, Texas, and the City of Killeen.

The Notice provides instructions for submitting bids, including the required format and labeling for mailed submissions. It also includes information about accessing the solicitation documents and addenda through the City's website, Demand Star, the ESBD system, and the OpenGov e-procurement portal. The City reserves the right to reject any or all bids and waive any irregularities.

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File	Type	Posted
ESBD_File_346576_Chaparral Pump Station Re-Bid - IFC Specs Vol 1 of 2 rev 1.pdf	PDF	Jan 2, 2024
ESBD_File_346576_Chaparral Pump Station Re-Bid - IFC Specs Vol 2 of 2.pdf	PDF	Jan 2, 2024

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10431 Morado Circle Building 5 Suite 300

Austin, Texas 78759 Phone - (512) 617-3100 Web - www.freese.com

12/08/2023 12:43:26 PM

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SHEET INDEX

SEQ. SHEET NO. DESCRIPTION

GENERAL:

1 G-1 COVER

2 G-2 LEGEND, ABBREVIATIONS AND SHEET INDEX

3 G-3 GENERAL NOTES

4 G-4 TCEQ GENERAL NOTES

CIVIL:

5 C-1 PROPOSED SITE AND YARD PIPING PLAN

6 C-2 PUMP STATION GRADING PLAN

7 C-3 ACCESS ROAD GRADING AND COORDINATE POINTS

8 C-4 24-INCH SUCTION AND DISCHARGE PIPE PLAN AND PROFILE STA 1+00 TO 4+25

9 C-5 24-INCH DISCHARGE PIPE PLAN AND PROFILE STA 4+25 TO END

10 C-6 PROPOSED EROSION CONTROL PLAN

STORMWATER:

11 SW-1 EXISTING DRAINAGE CONDITIONS

12 SW-2 PROPOSED DRAINAGE CONDITIONS

13 SW-3 LOCAL DRAINAGE AREAS

14 SW-4 DRAINAGE PLAN

CIVIL DETAILS:

15 DT-1 FLOW METER VAULT DETAILS

16 DT-2 PAVING DETAILS

17 DT-3 SITE FENCE DETAILS I

18 DT-4 SITE FENCE DETAILS II

CITY DETAILS:

19 DT-5 MISCELLANEOUS CITY DETAILS I

20 DT-6 MISCELLANEOUS CITY DETAILS II

PROCESS MECHANICAL:

21 M-1 PUMP STATION FLOOR PLAN

22 M-2 PUMP STATION SECTION I

23 M-3 PUMP STATION SECTION II

24 M-4 ISOMETRIC VIEW - EQUIPMENT LAYOUT

25 M-5 ISOMETRIC VIEW - PUMP ROOM

26 M-6 PUMP SKID SUPPORT DETAILS

27 M-7 MISCELLANEOUS DETAILS

28 M-8 PIPE SUPPORT DETAILS

STRUCTURAL:

29 S-1 PUMP STATION GENERAL NOTES I

30 S-2 PUMP STATION GENERAL NOTES II

31 S-3 PUMP STATION FOUNDATION PLAN

32 S-4 PUMP STATION CMU PLAN

33 S-5 PUMP STATION ROOF FRAMING PLAN

34 S-6 PUMP STATION BUILDING SECTION I

35 S-7 PUMP STATION BUILDING SECTION II

36 S-8 PUMP STATION FOUNDATION DETAILS I

37 S-9 PUMP STATION FOUNDATION DETAILS II

38 S-10 PUMP STATION FRAMING DETAILS I

39 S-11 PUMP STATION FRAMING DETAILS II

40 S-12 PUMP STATION STANDARD DETAILS

41 S-13 PUMP STATION STANDARD CMU DETAILS

ARCHITECTURE:

42 A-1 PUMP STATION GENERAL NOTES AND CODE DATA

43 A-2 PUMP STATION FLOOR, REFLECTED CEILING AND ROOF PLANS

44 A-3 PUMP STATION EXTERIOR ELEVATIONS

45 A-4 PUMP STATION BUILDING SECTIONS

46 A-5 PUMP STATION OPENING SCHEDULES AND DETAILS

47 A-6 PUMP STATION ROOFING DETAILS

MECHANICAL:

48 H-1 PUMP STATION GENERAL NOTES, SYMBOLS & LEGEND

49 H-2 PUMP STATION FLOOR PLAN

50 H-3 PUMP STATION MECHANICAL SCHEDULES & DETAILS

ELECTRICAL:

51 E-1 LEGEND I

52 E-2 LEGEND II

53 E-3 SITE PLAN

54 E-4 ENLARGED PLAN

55 E-5 POWER PLAN

56 E-6 CONTROL & INSTRUMENTATION PLAN

57 E-7 LIGHTING & RECEPTACLES PLAN

58 E-8 HVAC PLAN

59 E-9 GROUNDING PLAN

60 E-10 EQUIPMENT ELEVATIONS

61 E-11 ONE-LINE DIAGRAMS

62 E-12 INTERCONNECTION DIAGRAM

63 E-13 CONTROL SCHEMATICS I

64 E-14 CONTROL SCHEMATICS II

65 E-15 DUCT BANK & SECTION DETAILS

66 E-16 SCHEDULES

67 E-17 DETAILS I

68 E-18 DETAILS II

69 E-19 DETAILS III

70 E-20 DETAILS IV

PROCESS AND INSTRUMENTATION:

71 PI-1 LEGEND I

72 PI-2 LEGEND II

73 PI-3 PROCESS DIAGRAM

74 PI-4 LOOP DIAGRAMS I

75 PI-5 LOOP DIAGRAMS II

EXISTING

PROP. BUILDING FINISH FLOOR ELEVATION

CENTER LINE

RIGHT OF WAY

TEMPORARY BENCH MARK

WATER LINE

WASTEWATER

COMBINATION AIR/VACUUM VALVE

AIR RELEASE VALVE

TOP OF PIPE ELEVATION

EXIST.

R.O.W.

TBM

CAV

ARV

T.O.P.

SECTION OR DETAIL MARK

DETAIL SCALE

DETAIL TITLE

SECTION CUT DIRECTION

IS SHOWN

SHEET WHERE CUT

SECTION INDICATOR (BY LETTER)

SECTION SCALE

DETAIL TITLE

SECTION CUT INDICATOR

SHEET WHERE DETAIL

IS SHOWN

SHEET WHERE SECTION

IS SHOWN

ABBREVIATIONS

SANITARYSAN.

DUCTILE IRONDI

MECHANICAL JOINTMJ

PROP. FLOW LINE ELEVATION

PROPOSEDPROP.

PROP. TOP OF CONCRETE ELEVATION TOC

NATURAL GROUNDNG

MANHOLEMH

TOP OF SLAB ELEVATIONT.O.S.

VITRIFIED CLAYV.C.

ASBESTOS CEMENTA.C.

PROP. TOP OF PAVEMENT ELEVATIONTP1594.50

STAINLESS STEELSS

FLANGE FLG

PLAIN ENDPE

SECTION TITLE

SCALE: 1"=10'

DETAIL TITLE

SCALE: 1"=10'SCALE

C-2

A C-2

C-2

R.O.W.

LEGEND

POWER POLE

WATER VALVE

EXIST. ROADWAY

OHE OVERHEAD ELECTRIC

CONTROL POINT

BOREHOLE

CULVERT

36W EXIST. WATER LINE

ACCESS EASEMENT

OHE OHE

36W 36W

VALVE

FIRE HYDRANT

PROP. WATER LINE

PROPERTY LINE

WATER MH

24 DI W

EXIST. FENCE

TCEQ TEMPORARY FENCE

NOMINAL LINE SIZE IN INCHES

PIPE MATERIAL

PROCESS FLOW STREAM

EXPLANATION OF PIPE DESIGNATION

TEMP. CONSTRUCTION FENCE

FUTURE SITE PERIMETER FENCE

SILT FENCESFSFSF

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GENERAL NOTES

1. IN THE ABSENCE OF DETAILS OR SPECIFICATIONS IN THESE CONTRACT DOCUMENTS APPLICABLE DESIGN AND DETAILS SHALL CONFORM TO GENERAL

CONTRACT DOCUMENTS AND SPECIFICATIONS FOR CITY OF KILLEEN ENGINEERING DEPARTMENT WITH LATEST REVISIONS.

2. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION AND ELEVATION OF ALL UTILITIES BEFORE ANY EXCAVATION BEGINS. THE CONTRACTOR SHALL

ASSUME FULL RESPONSIBILITY FOR ANY DAMAGE TO EXISTING UTILITIES.

3. THE CONTRACTOR SHALL CONTACT ALL LOCAL UTILITIES AND TEXAS811 BEFORE COMMENCING ANY EXCAVATION OR DIGGING OPERATIONS.

4. BRACE UTILITY POLES AS REQUIRED TO MAINTAIN STABILITY OF THE POLES DURING CONSTRUCTION.

5. BLOCK ALL BENDS, TEES, WYES, PLUGS, AND ALL HORIZONTAL OR VERTICAL POINTS OF INTERSECTION GREATER THAN 5° USING FITTINGS PER

STANDARD WATER DETAILS.

6. CONCRETE SHALL NOT BE IN CONTACT WITH BOLTS OR NUTS.

7. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED IN POLYETHYLENE WRAP.

8. ALL WATER MAINS TO BE BURIED A MINIMUM OF 42" BELOW FINISHED GRADE OR AS INDICATED ON PLANS.

9. ALL INFRASTRUCTURE SHALL MEET MINIMUM CURRENT EFFECTIVE TCEQ STANDARDS.

10. THE INFORMATION SHOWN ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF EXIST. UNDERGROUND AND OTHER UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING THEIR OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF ALL UNDERGROUND AND OTHER UTILITIES AS MAY BE NECESSARY TO AVOID DAMAGE THERETO. THE CONTRACTOR SHALL CONTACT THE

FOLLOWING AT LEAST 72 HOURS PRIOR TO EXCAVATION:

KILLEEN WATER DEPARTMENT............................ (254) 501-6303

TEXAS811............................................................. (800)-344-8377 CENTURYLINK....................................................... (254) 289-3877

COX UTILITY SVCS................................................. (704) 288-4662

WEST BELL COUNTY WATER SUPPLY CORP..........(254) 634-1727

KEMPNER WATER SUPPLY CORP. ........................ (512) 932-3701

CENTRAL TEXAS WATER SUPPLY CORP. .............. (254) 698-2779

BELL COUNTY WCID NO. 1................................... (254) 526-6343

TIME WARNER..................................................... (254) 644-7608

BARTLETT ELECTRIC COOPERATIVE...................... (254) 527-3551

ONCOR ELECTRIC DISTRIBUTION......................... (254) 554-2264

11. EXISTING IMPROVEMENTS INCLUDING, BUT NOT LIMITED TO FENCES, DRIVEWAYS, SIDEWALKS, TRAFFIC SIGNS, MAIL BOXES, PAVEMENT, CURBS, UTILITY PIPELINES, AND DRAINAGE STRUCTURES WHICH ARE DAMAGED, REMOVED OR ALTERED TO PERMIT INSTALLATION OF THE WORK SHALL BE REPAIRED OR REPLACED BY THE CONTRACTOR, AT THE CONTRACTOR'S EXPENSE, IN THE SAME LOCATION AND IN CONDITION AS GOOD AS OR BETTER

THAN THEY WERE FOUND.

12. UNLESS SPECIFICALLY STATED ON A DRAWING, THE CONTRACTOR SHALL NOT REMOVE, CUT OR DAMAGE TREES OR LIMBS WITHOUT WRITTEN

APPROVAL FROM THE CITY OF KILLEEN.

13. THE CONTRACTOR SHALL AVOID DAMAGING ANY EXISTING SPRINKLER SYSTEM THAT MAY BE IN THE CONSTRUCTION AREA AND WILL BE RESPONSIBLE FOR REPAIRS TO ANY HEADS OR LINES DAMAGED. REPLACEMENT, AS NECESSARY, SHALL BE WITH LIKE OR BETTER MATERIAL INSTALLED BY A LICENSED IRRIGATOR, AT THE CONTRACTOR'S EXPENSE. REPAIRS SHALL BE DONE SAME DAY AS DAMAGE OCCURS.

14. ALL VALVE BOXES SHALL BE SET TO MATCH FINISHED GRADE AND SHALL BE MADE ACCESSIBLE. INSTALL CONCRETE VALVE PAD AT ALL NEW VALVE

BOXES.

15. THE CONTRACTOR SHALL REMOVE FROM THE PROJECT AREA ALL SURPLUS MATERIAL. TTHEIR SHALL BE INCIDENTAL AND NOT A SEPARATE PAY ITEM.

SURPLUS MATERIALS FROM EXCAVATION INCLUDING DIRT, TRASH, ETC. SHALL BE PROPERLY DISPOSED OF AT A SITE ACCEPTABLE TO THE CITY'S FLOOD PLAIN ADMINISTRATOR IF WITHIN THE CITY LIMITS. IF THE LOCATION IS NOT WITHIN THE CITY LIMITS, THE CONTRACTOR SHALL PROVIDE A LETTER STATING SO. NO EXCESS EXCAVATED MATERIAL SHALL BE DEPOSITED IN LOW AREAS OR ALONG NATURAL DRAINAGE WAY WITHOUT WRITTEN PERMISSION FROM THE AFFECTED PROPERTY OWNER AND THE CITY'S FLOOD PLAIN ADMINISTRATOR. IF THE CONTRACTOR PLACES EXCESS MATERIAL IN THE AREAS WITHOUT PERMISSION, CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGE RESULTING FROM SUCH FILL AND CONTRACTOR SHALL

REMOVE MATERIAL AT THEIR OWN COST.

16. THE INSPECTION AND MAINTENANCE OF THE EROSION PREVENTION MEASURES SHALL BE THE CONTRACTOR'S RESPONSIBILITY THROUGHOUT ALL PHASES OF CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH THE TCEQ TPDES REGULATIONS CONCERNING EROSION AND SEDIMENT CONTROL. THE CONTRACTOR WILL BE RESPONSIBLE FOR SUBMITTING A NOTICE OF INTENT "NOI" TO TCEQ 72 HOURS PRIOR TO BEGINNING CONSTRUCTION AND NOTICE OF TERMINATION "NOT" TO TCEQ UPON COMPLETION OF THE PROJECT.

17. ALL TRENCH EXCAVATION SHALL BE IN ACCORDANCE WITH THE U.S. DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATOR'S STANDARDS. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH SAFETY. THE CONTRACTOR SHALL CONSTRUCT THE PROPOSED WORK UTILIZING A TRENCH SAFETY PLAN, PREPARED BY A PROFESSIONAL ENGINEER FOR TTHEIR PROJECT. A TRENCH SAFETY PLAN SHALL BE SUBMITTED AT THE

PRE-CONSTRUCTION MEETING.

18. CONTRACTOR SHALL MAINTAIN SUITABLE CONSTRUCTION ACCESS FOR THE ENGINEER AND THE CITY OF KILLEEN AT ALL TIMES DURING CONSTRUCTION.

19. CONTRACTOR SHALL INSTALL STANDARD BENDS AT LOCATIONS SHOWN. ALL NON-STANDARD VERTICAL AND HORIZONTAL BENDS SHALL BE INSTALLED USING STANDARD BENDS AND 75% OF THE MAXIMUM ALLOWABLE JOINT DEFLECTIONS AND MINIMUM RADIUS AS RECOMMENDED BY THE PIPE

MANUFACTURER.

20. CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ALL EXISTING UTILITIES IN SERVICE DURING CONSTRUCTION.

21. THE CONTRACTOR SHALL REMOVE ALL FENCES, LOCATED WITHIN EASEMENTS, INTERFERING WITH CONSTRUCTION OPERATION AND PROVIDE TEMPORARY FENCING DURING CONSTRUCTION. REMOVED FENCES SHALL BE REPLACED WITH A NEW FENCE OR UNDAMAGED ORIGINAL FENCING. ALL AFFECTED PROPERTY OWNERS SHALL BE NOTIFIED PRIOR TO CONSTRUCTION. REMOVAL AND REPLACEMENT OF EXISTING AND TEMPORARY FENCES

SHALL BE CONSIDERED SUBSIDIARY TO THE PROJECT COST.

22. CONTRACTOR SHALL PROVIDE CLOSURE PIECES FOR PIPELINE AS REQUIRED TO CONSTRUCT THE PROJECT, INCLUDING THOSE REQUIRED FOR SPECIAL CONSTRUCTION PROCEDURES REQUIRED TO COORDINATE OWNER'S CHANGES TO THE SEQUENCE OF CONSTRUCTION. ALL CLOSURE PIECES SHALL BE CONSIDERED A SUBSIDIARY COST TO THE PROJECT AND WILL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

23. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING STREETS AND SIDEWALKS ADJACENT TO PROJECT FREE OF MUD AND DEBRIS FROM CONSTRUCTION.

24. ALL NEWLY INSTALLED PIPES AND RELATED PRODUCTS MUST CONFORM TO AMERICAN NATIONAL STANDARDS INSTITUTE/NATIONAL SANITATION FOUNDATION (ANSI/NSF) STANDARD 61 AND MUST BE CERTIFIED BY AN ORGANIZATION ACCREDITED BY ANSI.

25. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN NEAT AND ACCURATE PLANS ON RECORD.

26. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ADEQUATE SITE DRAINAGE THROUGHOUT THE DURATION OF TTHEIR PROJECT.

27. WATER CONNECTIONS ARE APPROXIMATE LOCATIONS. THE ACTUAL LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR. CONTRACTOR SHALL

COORDINATE ALL WORK WITH THE CITY OF KILLEEN.

28. CONTRACTOR SHALL FIELD VERIFY NUMBER AND ANGLE OF D.I. BENDS TO BE INSTALLED.

29. REFER TO SPECIFICATIONS DIVISION 08 FOR ALL DOOR OPENINGS AND DOOR HARDWARE.

TRAFFIC CONTROL NOTES

1. SIGNAGE, FLAGGERS, TAPER AND BUFFER SHALL BE POSITIONED APPROPRIATELY FOR THE WORK AREA EACH DAY.

2. FLAGGER OPERATIONS AND CHANNELIZING DEVICES SHALL BE IN ACCORDANCE WITH THE 2011 MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES

(MUTCD).

3. ROAD CLOSURES ARE ONLY ALLOWED DURING DAYLIGHT HOURS. ALL ROADS SHALL BE OPEN AT NIGHT. IF STEEL PLATES ARE REQUIRED, THEY SHALL BE

CONSIDERED SUBSIDIARY TO THE COST OF THE PROJECT.

4. CONTRACTOR MAY ADJUST AND MODIFY TRAFFIC CONTROL PLAN AS REQUIRED TO ACCOMMODATE MEANS AND METHODS WITH WRITTEN APPROVAL BY ENGINEER. PROPOSED MODIFICATIONS SHALL BE SIGNED AND SEALED BY LICENSED PROFESSIONAL ENGINEER AND PAID FOR BY THE CONTRACTOR.

(NO SEPARATE PAY)

5. CONTRACTOR SHALL REGRADE ALL DISTURBED ROADSIDE DITCHES AT A MINIMUM GRADE OF 0.1% WITH A MAXIMUM SIDE SLOPE OF 3:1 (4:1 PREFERRED). ROADSIDE DITCH BOTTOMS SHALL BE AT LEAST 2-FEET WIDE. ROADSIDE DITCH SHALL BE COMPLETELY CONTAINED WITHIN THE ROAD RIGHT-OF-WAY. THERE SHALL BE A MINIMUM OF 4-FEET FROM THE EDGE OF PAVEMENT AND THE INSIDE HIGH BANK OF ROADSIDE DITCH. THERE SHALL BE A MINIMUM DISTANCE OF 2-FEET BETWEEN THE OUTSIDE HIGH BANK OF THE DITCH AND THE ROAD RIGHT-OF-WAY.

6. CONTRACTOR SHALL INSTALL AND MAINTAIN TRAFFIC CONTROL PLAN. TWO-WAY TRAFFIC MUST BE MAINTAINED AT ALL TIMES. ONE LANE TRAVEL AROUND CONSTRUCTION OPERATIONS IN PROGRESS WITH ADEQUATE SAFEGUARDS WILL BE ACCEPTABLE ON MINOR STREETS ONLY. ALL BARRICADES, WARNING SIGNS, LIGHT DEVICES, ETC., FOR THE GUIDANCE AND PROTECTION OF TRAFFIC AND PEDESTRIANS, MUST CONFORM TO THE INSTALLATION SHOWN IN THE 2011 TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, AS CURRENTLY AMENDED, TEXAS DEPARTMENT OF TRANSPORTATION.

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TCEQ WATER DISTRIBUTION SYSTEM

GENERAL CONSTRUCTION NOTES

(REVISION DATE 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.

OTHE 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;

Q= LD√P

148,000

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).

OTHE 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;

Q= SD√P

148,000

WHERE:

§ Q = 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. UCTION 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. WATERLINES 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.

NOTE:

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.

:1 3:

GENERATOR 24

I W

D I W

24W 24W24W

10FM 10FM 10FM10FM10FM 10FM10FM

20 DI W

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

X X

OHE

BOLLARD

(TYP)

WATER

MANHOLE

(TYP)

PPWIRE FENCE

WBW LAND

INVESTMENTS, LP

PART OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

WBW LAND

INVESTMENTS, LP

REMAINDER OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

THOMAS E. WHITEHEAD

CALLED 2.526 ACRES

(VOL. 862, PG. 405)

24" CMP

1/2" IR SET

W/ M&A CAP

0.551 AC

25' WCID #1 ESMT.

1/2" IR SET

W/ M&A CAP

1/2" IR SET

W/ M&A CAP

36W 36W 36W 36W 36W 36W 36W

15' ACCESS ESMT.

WBW LAND

INVESTMENTS, LP

REMAINDER OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

10' FUT. FM ESMT.

CP #1

1/2" IR SET

W/ M&A CAP

N=10349461.42 E=3112654.55

CP #2

1/2" IR SET

W/ M&A CAP

N=10349164.49 E=3112543.86

1/2" IR SET

W/ M&A CAP

880 885

879 881

884 886

886 887 88888

884 88

EXISTING

1.5 MG

ELEVATED

STORAGE TANK

F.F. 886.0

EX. 36" C900 DR-25 BELL

COUNTY WCID NO. 1

WATER LINE (FIELD VERIFY)

LIMITS OF

CONSTRUCTION

130'

50'

25'

APPROX.

R.O.W. LINE

EX. 25' WCID #1

EASEMENT

PROP. 5' PUBLIC

UTILITY EASEMENT

CONTRACTOR TO

PROTECT EXISTING FENCE

CONTRACTOR TO PROVIDE

TEMPORARY FENCING TO

PROTECT LIVESTOCK AROUND

LIMITS OF CONSTRUCTION

PROP. SOD (TYP) EX. CHEMICAL

BUILDING

PROP. GENERATOR PAD

(RE: STRUCT. SHEETS)

PROP. TRANSFORMER

(RE: ELEC. SHEETS)

PROP. 8'

PERIMETER FENCE

(RE: 2/DT-3)

PROP. PUMP STATION

(RE: M-1)

PROP. SOD (TYP)

PROP. FLOW

METER VAULT

(RE: DT-1)

ASPHALT DRIVEWAY

(RE C-3)

PROP. 24"

SUCTION WL

(RE: C-4)

EX. STABILIZED

CONSTRUCTION

ENTRANCE

PROP.

BOLLARDS

(RE: 4/DT-2)

EX. WL

PROP. 24"

DISCHARGE WL

(RE: C-4)

CONC. SITE PAVING

(RE: C-3)

PROP. 24"

DISCHARGE WL

(RE: C-4)

EX. 12' WIDE MANUAL

SWING GATE

PROP. ENTRANCE

GATE (RE: 1/DT-3)

PROP. 10" FORCE MAIN

(RE: C-7)

SUMP

DISCHARGE

PIPING

EX. FLOW

METER VAULT

PROP. BOLLARDS

(RE: STRUCT. SHEETS)PROP. REMOVABLE

BOLLARDS (RE: 5/DT-2)

1 1/2-CLS-PVC

1/2-LAS-PVC

2-TW-PVC

PROP. SEEDING

PROP. BOLLARDS

(RE: 4/DT-2)

SEE NOTE 6.

PROP. 10'x10'

ROCK RIP RAP

SEE DETAIL 1,

SHEET DT-6

REMOVE AND

REPLACE CONC.

SWALE WITH 12"

CURBS, SEE

DETAIL 3, SHEET

DT-6

INSTALL 5

BAFFLE BLOCKS

SEE DETAIL 2,

SHEET DT-6

X X X X X

36W

CP #3

1/2" IR SET

W/ M&A CAP

N=10348830.30 E=3112875.81

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

B N

O F

, T

Plot Date: 12/6/2023 10:49 AM Plot By: 03576 Filename: N:\WTU\PS AND EST\Drawings\PS\CV-PST-PL-SITE.dwg

-P

L-

.d w g

La st

S av ed : 1

2/ 6/

:5 d

By : 0

Fi le na m e:

T\ Dr aw in gs \P

-P

-P L-

.d w g

R el : 2

(L M

S Te ch

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

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

M P

M or ad o Ci rc le

B ui ld in g

Su ite

Au st in , T ex as

Ph on e

-3

W eb w w w

.fr ee se .c om

N D

C-1

R .

SCALE IN FEET

0 40'20'

SITE PLAN

1"=20'

C-1

CAUTION!!!

EXISTING UNDERGROUND AND

OVERHEAD UTILITIES IN THE AREA.

48 HOURS PRIOR TO

CONSTRUCTION CONTACT

TEXAS811

NOTES:

1. CONTRACTOR TO VERIFY LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO

BEGINNING OF CONSTRUCTION.

2. THE EXISTENCE AND LOCATIONS OF ALL KNOWN UNDERGROUND UTILITIES

SHOWN ON THE DRAWINGS WERE OBTAINED FROM AVAILABLE RECORDS

AND ARE APPROXIMATE. NEITHER THE OWNER NOR THE ENGINEER ASSUMES

ANY RESPONSIBILITY FOR UTILITIES NOT SHOWN OR NOT IN THE LOCATION

SHOWN. THE CONTRACTOR TO DETERMINE THE DEPTH AND LOCATION OF

EXISTING UNDERGROUND UTILITIES PRIOR TO TRENCHING AND TO BE

REQUIRED TO TAKE ANY PRECAUTIONARY MEASURES TO PROTECT ALL LINES

SHOWN AND/OR ANY OTHER UNDERGROUND UTILITIES NOT ON RECORD OR

NOT SHOWN ON THE PLANS. CONTRACTOR TO BE RESPONSIBLE FOR

CONTACTING ALL FRANCHISE AND CITY UTILITIES PRIOR TO CONSTRUCTION.

COORDINATION WITH FRANCHISE UTILITY COMPANIES AND LOCATING

SHOWN OR NOT SHOWN EXISTING UTILITIES TO BE SUBSIDIARY TO THE PIPE

INSTALLATION BID ITEM. DIGTESS TICKETS TO BE SUBMITTED PRIOR TO

CONSTRUCTION.

3. CONTRACTOR MAY UTILIZE THE REMAINING SITE FOR STAGING DURING

CONSTRUCTION. CONTRACTOR TO CLEAN SITE AND RETURN TO ORIGINAL

CONTOURS AND MAINTAIN EXISTING DRAINAGE PATTERNS OUTSIDE OF

PROPOSED GRADING AREA UPON COMPLETION. SITE TO BE RETURNED TO

ORIGINAL CONDITION OR BETTER. CONTRACTOR TO NOT USE THE ROADWAY

FOR STAGING.

4. CONTRACTOR SHALL REGRADE ALL DISTURBED ROADSIDE DITCHES AT A

MINIMUM GRADE OF 0.1% WITH A MAXIMUM SIDE SLOPE OF 3:1 (4:1

PREFERRED). ROADSIDE DITCH BOTTOMS SHALL BE AT LEAST 2-FEET WIDE.

ROADSIDE DITCH SHALL BE COMPLETELY CONTAINED WITHIN THE ROAD

RIGHT-OF-WAY. THERE SHALL BE A MINIMUM OF 4-FEET FROM THE EDGE OF

THE PAVEMENT AND THE INSIDE HIGH BANK OF ROADSIDE DITCH. THERE

SHALL BE A MINIMUM DISTANCE OF 2-FEET BETWEEN THE OUTSIDE HIGH

BANK OF THE DITCH AND THE ROAD RIGHT-OF-WAY.

5. ALL BURIED PIPING JOINTS, FITTINGS AND VALVES MUST BE MECHANICALLY

RESTRAINED UNLESS OTHERWISE INDICATED IN THE PLANS.

6. REMOVE EXISTING FENCE AROUND THE CHEMICAL BUILDING AFTER

PROPOSED 8' FENCE IS INSTALLED. THIS IS OPERATION WATER FACILITY AND

NEEDS TO HAVE A SECURITY FENCE AROUND THE CHEMICAL BUILDING PER

STATE REQUIREMENTS.

A- A

NOTE:

1. CONTRACTOR SHALL USE THE PROVIDED CONTROL INFORMATION TO

ESTABLISH AND PLACE THEIR OWN CONTROL POINTS OF REFERENCE

THAT WILL NOT BE DISTURBED BY CONSTRUCTION PROCESSES.

DATUM BASE NOTE:

COORDINATES AND BEARINGS SHOWN HEREON

ARE STATE PLANE (NAD 83) FOR THE TEXAS

CENTRAL ZONE.

ALL DISTANCES ARE SURFACE.

SURFACE TO GRID SCALE FACTOR=0.9998850132

:1 8:

24W

10FM10FM 10FM10FM

0 885

884 88

1 2

7 8

13 14

885.89 885.98

885.89

885.98

885.89

885.98

885.89

885.98

885.81 885.81

885.98 885.74

885.38

885.88885.88

885.88

880.81

885.32

884.76

885.88

885.89 885.98

884.47

883.39

883.98 883.90

884.47 883.98 883.90

883.39

885.39

885.48

885.31

883.83

884.00

885.48

885.39

885.48

885.88 885.81

885.89

885.98

885.89

885.98

885.48

885.51

884.00

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

B N

O F

, T

Plot Date: 6/6/2023 1:27 PM Plot By: bmb Filename: N:\IF\Drawings\CV-ALL-PL-GRAD-PS-EJ2.dwg

-A

-P

L-

-P

S-

dw g

La st

S av ed : 1

d By

: 0

Fi le na m e:

\D ra w in gs

\C V-

L-

-G

D-

-E

J2 .d w g

R el

: 2 4.

2s (L

M S

Te ch

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

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

M P

M or ad o Ci rc le

B ui ld in g

Su ite

Au st in , T ex as

Ph on e

-3

W eb w w w

.fr ee se .c om

N P

C-2

SITE PAVING AND GRADING PLAN

1"=10'

CAUTION!!!

EXISTING UNDERGROUND AND

OVERHEAD UTILITIES IN THE AREA.

48 HOURS PRIOR TO

CONSTRUCTION CONTACT

SCALE IN FEET

20'10'0

LEGEND

885.00

TOP OF PAVEMENT

NATURAL GROUND

FLOWLINE

EXISTING CONTOURS

PROPOSED CONTOURS

EXISTING EST

FF=886.00

FP=884.25

NOTES:

1. CONTRACTOR TO VERIFY LOCATION AND

DEPTH OF ALL UTILITIES PRIOR TO

BEGINNING OF CONSTRUCTION.

2. THE EXISTENCE AND LOCATIONS OF ALL

KNOWN UNDERGROUND UTILITIES

SHOWN ON THE DRAWINGS WERE

OBTAINED FROM AVAILABLE RECORDS

AND ARE APPROXIMATE. NEITHER THE

OWNER NOR THE ENGINEER ASSUMES

ANY RESPONSIBILITY FOR UTILITIES NOT

SHOWN OR NOT IN THE LOCATION

SHOWN. THE CONTRACTOR TO

DETERMINE THE DEPTH AND LOCATION

OF EXISTING UNDERGROUND UTILITIES

PRIOR TO TRENCHING AND TO BE

REQUIRED TO TAKE ANY PRECAUTIONARY

MEASURES TO PROTECT ALL LINES

SHOWN AND/OR ANY OTHER

UNDERGROUND UTILITIES NOT ON

RECORD OR NOT SHOWN ON THE PLANS.

CONTRACTOR TO BE RESPONSIBLE FOR

CONTACTING ALL FRANCHISE AND CITY

UTILITIES PRIOR TO CONSTRUCTION.

COORDINATION WITH FRANCHISE UTILITY

COMPANIES AND LOCATING SHOWN OR

NOT SHOWN EXISTING UTILITIES TO BE

SUBSIDIARY TO THE PIPE INSTALLATION

BID ITEM. DIGTESS TICKETS TO BE

SUBMITTED PRIOR TO CONSTRUCTION.

3. CONTRACTOR MAY UTILIZE THE

REMAINING SITE FOR STAGING DURING

CONSTRUCTION. CONTRACTOR TO CLEAN

SITE AND RETURN TO ORIGINAL

CONTOURS UPON COMPLETION. SITE TO

BE RETURNED TO ORIGINAL CONDITION

OR BETTER. CONTRACTOR TO NOT USE

THE ROADWAY FOR STAGING.

PUMP STATION

FF=886.00

FP=885.88

FP=885.00

PROPOSED DRAINAGE AREA,

SEE SHEET SW-2

PROPOSED DRAINAGE SWALE,

SEE SHEET SW-4

PROPOSED VALLEY GUTTER, SEE DETAIL

3 SHEET SW-4

PROPOSED SOD

- S

-3

COORDINATE POINTS,

REFER TO C-3

HEAVY DUTY ASPHALT

PAVING, REFER TO DT-2

HEAVY DUTY CONCRETE

PAVING, REFER TO DT-2

EXISTING SWALE

PUBLIC EASEMENT

STONE RIPRAP, REFER TO SW-4

CONCRETE LOW WATER

CROSSING, REFER TO SW-4

24W 24W

10FM 10FM 10FM

886 887 888 889

8 88

12'

885 887

890.27

890.74

885.51

R20'

MATCH EXISTING

POINT TABLE

PNT

NORTHING

10348921.02

10349108.16

10349145.38

10349149.57

10349150.09

10348962.96

10349041.55

10349097.06

10349120.12

10349064.60

10349025.93

10349035.28

EASTING

3112696.83

3112626.25

3112726.04

3112737.28

3112738.69

3112809.27

3112661.53

3112640.59

3112701.72

3112722.66

3112662.61

3112659.08

DESCRIPTION

FENCE CORNER

BUILDING CORNER

PAD CORNER

POINT TABLE

PNT

NORTHING

10349028.75

10349038.11

10348942.07

10348976.69

10348982.57

10349013.65

10349019.53

10349429.28

10349433.33

10349134.31

10349038.73

10348965.95

EASTING

3112670.10

3112666.57

3112767.57

3112780.22

3112795.82

3112766.28

3112781.88

3112618.96

3112630.26

3112696.37

3112654.04

3112681.47

DESCRIPTION

PAD CORNER

HIGH POINT

PAD CORNER

ACCESS ROAD

PVMT CORNER

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

B N

O F

, T

Plot Date: 6/6/2023 1:30 PM Plot By: bmb Filename: N:\IF\Drawings\CV-ALL-PL-GRAD-PS-EJ2.dwg

-A

-P

L-

-P

S-

dw g

La st

S av ed : 1

d By

: 0

Fi le na m e:

\D ra w in gs

\C V-

L-

-G

D-

-E

J2 .d w g

R el

: 2 4.

2s (L

M S

Te ch

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

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

M P

M or ad o Ci rc le

B ui ld in g

Su ite

Au st in , T ex as

Ph on e

-3

W eb w w w

.fr ee se .c om

C-3

B .

ACCESS ROAD PAVING AND GRADING PLAN

1"=10'

CAUTION!!!

EXISTING UNDERGROUND AND

OVERHEAD UTILITIES IN THE AREA.

48 HOURS PRIOR TO

CONSTRUCTION CONTACT

SCALE IN FEET

20'10'0

LEGEND

TOP OF PAVEMENT

FLOWLINE

EXISTING CONTOURS

PROPOSED CONTOURS

- S

-2

PROPOSED DRAINAGE AREA,

SEE SHEET SW-2

SWALE SECTION A-AA-A

-4:1 -2%

-4:1-4:1

-2%

ROADWAY

CENTERLINE

PUBLIC EASEMENT

COORDINATE POINTS

HEAVY DUTY ASPHALT

PAVING, REFER TO DT-2

5' 12'

10FM 10FM 10FM10FM10FM 10FM10FM

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 X X X X X X X X X X X X X X X X X X XOHE

OHE

BOLLARD

(TYP)

WATER

MANHOLE

(TYP)

PPWIRE FENCE

WBW LAND

INVESTMENTS, LP

PART OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

WBW LAND

INVESTMENTS, LP

REMAINDER OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

THOMAS E. WHITEHEAD

CALLED 2.526 ACRES

(VOL. 862, PG. 405)

1/2" IR SET

W/ M&A CAP

0.551 AC

25' WCID #1 ESMT.

1/2" IR SET

W/ M&A CAP

1/2" IR SET

W/ M&A CAP

36W 36W 36W 36W 36W 36W 36W

15' ACCESS ESMT.

10' FUT. FM ESMT.

N=10349164.49 E=3112543.86

1/2" IR SET

W/ M&A CAP

�í�=�ì�ì �í�=�í�ñ

�í�=�ì�ì

�î�=�ì�ì �ï�=�ì�ì �ð�=�ì�ì

N=10349136.63 E=3112707.25

N=10349130.74 E=3112718.55

FLOW METER

VAULT (RE: DT-1)

PROP. 24"

DISCHARGE WL

PROP. TRANSFORMER

(RE: ELEC. SHEETS)

PROP. PUMP STATION

(RE: M-1)

EX. WL

EX. 36" C900 DR-25 BELL

COUNTY WCID NO. 1

WATER LINE (FIELD VERIFY)

PROP. 10" FORCE MAIN

(RE: C-7)

PROP. 24"

SUCTION WL

RESTRAIN ALL

JOINTS

ASPHALT DRIVEWAY

(RE C-3)

CONC. SITE PAVING

(RE: C-3)

SUMP

DISCHARGE

PIPING

PROP. SOD (TYP)

EX. 25' WCID #1

EASEMENT

PROP. 5' PUBLIC

UTILITY EASEMENT

STA 1+00.00

BEGIN PROP. 24" DI WL

SUCTION YARD PIPE

REMOVE EX. 24" PLUG (N)

N=10349036.19 E=3112694.90

(FIELD VERIFY)

STA 1+14.79

END PROP. 24" DI WL

SUCTION YARD PIPE

CONNECT TO PS

SUCTION WL

N=10349050.03 E=3112689.68

STA 1+00.00

BEGIN PROP. 24" DI WL

DISCHARGE YARD PIPE

CONNECT TO PS

DISCHARGE WL

N=10349118.93 E=3112692.91

PI STA 1+07.50

�U�� 90°00'00"

INSTALL:

1-24"x90° DI MJ BEND N=10349125.95 E=3112690.26

PI STA 1+48.83

�U�� 90°00'17"

INSTALL:

1-24" BFV (E)

1-24"x90° DI MJ BEND N=10349140.54 E=3112728.93

10'

PROP. CHEM

FEED LINES

(RE: C-1)

GENERATOR

PROP. SEEDING

O . W

S U

N T.

X X X X X X X X X X X X XOHE

OHE

BOLLARD

(TYP)

WATER

MANHOLE

(TYP)

PPWIRE FENCE

1 ESMT.

36W 36W

S ESMT.

EXIST. WATER MANHOLE

EXIST. FIRE HYDRANT

0+75 1+00 1+50

N P

D I W

N Y

E X.

G (N

4" D

I W L

N N

N W

15 LF 24" DI

WATER LINE

(PC 200)

18 LF

FLOWABLE

FILL

0+75 1+00 2+00 3+00 4+00 4+25

EX. GROUND

325 LF 24" DI WATER LINE (PC 200)

PROP.PUMP STATION

(RE: M-1)

FLOW METER

VAULT (RE: DT-1)

N P

D I W

N N

W L

" B

M J B

" R

C O

" R

C O

0.00% 1.16%

0.09%

I S

+4 8.

I E L

I S

+6 4.

I E L

PROP. GROUND

280 LF MIN.

RESTRAINED JOINTS

24 LF MIN.

RESTRAINED JOINTS

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

B N

O F

, T

Plot Date: 11/16/2023 2:30 PM Plot By: 03576 Filename: N:\WTU\PS AND EST\Drawings\PS\CV-PST-PP-WTRL01.dwg

-P

P- W

dw g

La st

S av ed : 1

d By

: 0

Fi le na m e:

\P S

Dr aw in gs

\P S\

-P

P- W

dw g

R el : 2

(L M

S Te ch

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

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

M P

M or ad o Ci rc le

B ui ld in g

Su ite

Au st in , T ex as

Ph on e

-3

W eb w w w

.fr ee se .c om

-IN

A N

C-4

R .

CAUTION!!!

EXISTING UNDERGROUND AND

OVERHEAD UTILITIES IN THE AREA.

48 HOURS PRIOR TO

CONSTRUCTION CONTACT

TEXAS811

NOTES:

1. CONTRACTOR SHALL VERIFY LOCATION

AND DEPTH OF ALL UTILITIES PRIOR TO

BEGINNING OF CONSTRUCTION.

SCALE IN FEET

0 40'20'

HORIZONTAL

SCALE IN FEET

0 10'5'

VERTICAL

:5 2:

10FM

X X

X X X X X X X X X X X

W V

LLARD

(TYP)

ATER

(TYP)

WIRE FENCE

24" CM

P CHAPARRAL ROAD

36W

7+39

5+00 6+00 7+00

WBW LAND INVESTMENTS, LP

PARCEL ID: 420051

CALLED 453.346 AC.

(INST. #2013-15535)

8.29' FROM EXISTING WBCWSC WL

TO PROP. 24" WL

ROW LINE

14.64' FROM EXISTING ROW

TO PROP. 24" WL

.2 6'

R O

.1 3'

APPROX. LOCATION OF

WEST BELL CO. WATER SUPPLY ESMNT.

(NO RECORDED INFORMATION FOUND)

X X

X X X X X X X X X X X

W V

LLARD

(TYP)

ATER

(TYP)

WIRE FENCE

24" CM

P CHAPARRAL ROAD

36W

8.38' FROM EXISTING

WBCWSC WL

TO PROP. 24" WL

TBM #92

1/2" IR SET

ELEV: 894.94

N: 10349388.04 E: 3112285.87

ROW LINE

EXIST. POWER POLE

EXIST. TELEPHONE PEDESTAL

EXIST. FIRE HYDRANT

EXIST. WATER VALVE

EXIST. CABLE PEDESTAL

EXIST. CABLE PEDESTAL EXIST. CABLE PEDESTAL

3/8" IR FND

W/ M&A CAP

FL: 890.87

8" PVC

12" PVCCP #5000

1/2" IR SET

ELEV: 891.38

N: 10349461.44 E: 3112654.55

EXIST. WATER MANHOLE

EXIST. FIRE HYDRANT

EXIST. WATER VALVE

EXIST. POWER POLE

GRAVEL

DRIVE

2-1/2" STEEL

POST

3/8" IR FND

W/ M&A CAP

3/8" IR FND

W/ "KEYS" CAP

CP 1

CHISLED "X" IN SQUARE

N: 10348319.4876 E: 3112298.1543

ELEV: 892.72 FL

: 8

" C

M P

: 8

FUTURE BACK

OF CURB

PI STA 4+41.58

Δ 45°04'19" N=10349410.87 E=3112621.77

PI STA 4+34.68

Δ 44°39'38" N=10349407.99 E=3112628.04

FUTURE 24"

WATER LINE

(BY OTHERS)

STA 6+94.00

INSTALL:

1-24" X 12" TEE

30 LF OF 12" DIP

2-45° BENDS

N 10349322.87 E 3112385.18

STA 7+07.00

INSTALL:

1 - 24" GV

N 10349318.31 E 3112373.01

STA 7+38.53

END PROP. 24" DI WL

INSTALL:

1-24" RESTRAINED

PLUG & BLOCKING

N 10349307.35 E 3112343.45

0' R

O W

REMOVE AND

REPLACE FENCE

AS REQUIRED

CONNECT TO EXISTING 12"

PVC WATER LINE

REMOVE EXISTING PLUG

AND BLOCKING

1-12" TRANSITION

COUPLING

(FIELD VERIFY)

4+25 5+00 6+00 7+00 7+75

0.09%

314 LF 24" DI WATER LINE (PC 200)

" R

EX. GROUND

" X

2" T

" G V

314 LF MIN.

RESTRAINED JOINTS

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

B N

O F

, T

Plot Date: 12/8/2023 9:47 AM Plot By: 03576 Filename: N:\WTU\PS AND EST\Drawings\PS\CV-PST-PP-WTRL01.dwg

-P

P- W

dw g

La st

S av ed : 1

d By

: 0

Fi le na m e:

\P S

Dr aw in gs

\P S\

-P

P- W

dw g

R el : 2

(L M

S Te ch

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

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

M P

M or ad o Ci rc le

B ui ld in g

Su ite

Au st in , T ex as

Ph on e

-3

W eb w w w

.fr ee se .c om

MATCH LINE STA. 4+25

A N

N D

C-5

R .

CAUTION!!!

EXISTING UNDERGROUND AND

OVERHEAD UTILITIES IN THE AREA.

48 HOURS PRIOR TO

CONSTRUCTION CONTACT

TEXAS811

NORTH

SCALE IN FEET

0 40'20'

HORIZONTAL

SCALE IN FEET

0 10'5'

VERTICAL

:1 3:

I W

D I W

24W 24W24W

10FM 10FM 10FM10FM10FM 10FM10FM

20 DI W

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

X X

OHE

BOLLARD

(TYP)

WATER

MANHOLE

(TYP)

PPWIRE FENCE

WBW LAND

INVESTMENTS, LP

PART OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

WBW LAND

INVESTMENTS, LP

REMAINDER OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

THOMAS E. WHITEHEAD

CALLED 2.526 ACRES

(VOL. 862, PG. 405)

24" CMP

1/2" IR SET

W/ M&A CAP

0.551 AC

25' WCID #1 ESMT.

1/2" IR SET

W/ M&A CAP

1/2" IR SET

W/ M&A CAP

36W 36W 36W 36W 36W 36W 36W

15' ACCESS ESMT.

WBW LAND

INVESTMENTS, LP

REMAINDER OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

10' FUT. FM ESMT.

CP #1

1/2" IR SET

W/ M&A CAP

N=10349461.42 E=3112654.55

CP #2

1/2" IR SET

W/ M&A CAP

N=10349164.49 E=3112543.86

1/2" IR SET

W/ M&A CAP

880 885

884 886

886 887

88888

884 88

EXISTING

1.5 MG

ELEVATED

STORAGE TANK

F.F. 886.0

LIMITS OF

CONSTRUCTION

APPROX.

R.O.W. LINE

EX. 25' WCID #1

EASEMENT

PROP. 5' PUBLIC

UTILITY EASEMENT

EX. CHEMICAL

BUILDING

EX. STABILIZED

CONSTRUCTION

ENTRANCE

EX. 12' WIDE MANUAL

SWING GATE

SILT FENCE

(RE: DT-5)

GENERATOR

PROP. PUMP STATION

(RE: M-1)

SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF

X X X X X

36W

CP #3

1/2" IR SET

W/ M&A CAP

N=10348830.30 E=3112875.81

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

B N

O F

, T

Plot Date: 12/8/2023 9:47 AM Plot By: 03576 Filename: N:\WTU\PS AND EST\Drawings\PS\CV-PST-PL-EROS.dwg

-P

L-

O S.

dw g

La st

S av ed : 1

2/ 8/

:3 d

By : 0

Fi le na m e:

T\ Dr aw in gs \P

-P

-P L-

dw g

R el : 2

(L M

S Te ch

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

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

M P

M or ad o Ci rc le

B ui ld in g

Su ite

Au st in , T ex as

Ph on e

-3

W eb w w w

.fr ee se .c om

O N

C O

O L

C-6

R .

SCALE IN FEET

0 40'20'

SOUTH WATER SUPPLY

EROSION CONTROL PLAN

1"=20'

CAUTION!!!

EXISTING UNDERGROUND AND

OVERHEAD UTILITIES IN THE AREA.

48 HOURS PRIOR TO

CONSTRUCTION CONTACT

TEXAS811

A- A

NOTES:

1. ALL DISTURBED AREAS TO EB RE-VEGETATED (SEEDED) UPON

COMPLETION OF CONSTRUCTION.

:1 3:

X X

W V

' W

#1 E

' A

M T.

' F

U T.

F M

CHAPARRAL ROAD

WBW LAND

INVESTMENTS, LP

REMAINDER OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

THOMAS E. WHITEHEAD

CALLED 2.526 ACRES

(VOL. 862, PG. 405)

WBW LAND

INVESTMENTS, LP

PART OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

WBW LAND

INVESTMENTS, LP

REMAINDER OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

WBW LAND

INVESTMENTS, LP

REMAINDER OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

EXISTING STOCK TANK

SEE NOTE 2

SP-1

SP-2

SEE NOTE 1

PROJECT AREA

EXISTING CULVERT/

SP-3

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

B N

O F

, T

Plot Date: 6/2/2023 7:43 AM Plot By: 03688 Filename: N:\SW\Drawings\SW-KIL-PL-DRNG01.dwg

-K

-P

L-

N G0

dw g

La st

S av ed : 6

/2 /2

By : 0

Fi le na m e:

\D ra w in gs \S

W -K

-P

L-

N G0

dw g

R el : 2

(L M

S Te ch

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

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

M P

M or ad o Ci rc le

B ui ld in g

Su ite

Au st in , T ex as

Ph on e

-3

W eb w w w

.fr ee se .c om

O N

SW-1

Va lu e

NOTES

1. HYDROLOGIC CALCULATIONS REFLECT CITY OF KILEEN DDM.

2. SP-1 REFLECTS THE COMBINED DISCHARGE FROM DRAINAGE AREA,

EX-1 AND EX-3.

3. SP-1 IS REPRESENTATIVE OF THE DISCHARGE ANTICIPATED TO

FLOW INTO THE EXISTING STOCK TANK.

4. ATLAS-14 RAINFALL DEPTHS WAS USED FOR ALL HYDROLOGIC

ANALYSES TAKEN FROM A CENTROID AT THE PROJECT SITE.

5. THE PEAK DISCHARGE WAS CALCULATED USING TR-55

METHODOLOGY UNING HEC-HMS.

6. TWO CULVERTS ARE LOCATED AT SP-3. ONE FLOWS EAST-WEST

ALONG CHAPPARAL ROAD. AND ONE FLOWS NORTH-SOUTH UNDER

THE ROAD ROUTING THROUGH THE SWALE EAST OF THE PROJECT

SITE. IT WAS ASSUMED THAT HALF OF THE FLOW FROM DRAINAGE

AREA EX-3 FLOWS SOUTH THROUGH THIS SWALE.

SP-X

6/2/2023

X X

W V

' W

#1 E

' A

M T.

' F

U T.

F M

CHAPARRAL ROAD

WBW LAND

INVESTMENTS, LP

REMAINDER OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

THOMAS E. WHITEHEAD

CALLED 2.526 ACRES

(VOL. 862, PG. 405)

WBW LAND

INVESTMENTS, LP

PART OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

WBW LAND

INVESTMENTS, LP

REMAINDER OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

WBW LAND

INVESTMENTS, LP

REMAINDER OF

CALLED 1165.400 ACRES

(DOC. No. 2013-15535)

EXISTING STOCK TANK

SEE NOTE 2

SP-1

SP-2

SEE NOTE 1

PROJECT AREA

EXISTING CULVERT/

SP-3

SP-X

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

B N

O F

, T

Plot Date: 6/2/2023 7:46 AM Plot By: 03688 Filename: N:\SW\Drawings\SW-KIL-PL-DRNG01.dwg

-K

-P

L-

N G0

dw g

La st

S av ed : 6

/2 /2

By : 0

Fi le na m e:

\D ra w in gs \S

W -K

-P

L-

N G0

dw g

R el : 2

(L M

S Te ch

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

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

M P

M or ad o Ci rc le

B ui ld in g

Su ite

Au st in , T ex as

Ph on e

-3

W eb w w w

.fr ee se .c om

O N

SW-2

Va lu e

NOTES

1. THE INCREASE IN DISCHARGE FROM THE PROPOSED DEVELOPMENT AT STUDY POINT 2 IS HIGHER THAN THE DISCHARGE FROM EXISTING

CONDITIONS AS SHOWN IN THE TABLE BELOW. THE DISCHARGE IS UNCONTROLLED. IT IS ASSUMED THE PROPERTY OWNER WHO PROVIDED THE LAND FOR THE PUMP STATION WILL MITIGATE THE INCREASE IN RUNOFF DISCHARGES AS SOON AS THE CONSTRUCTION FOR THE PUMP STATION NEARS COMPLETION. MITIGATION WILL ELIMINATE FLOODING DAMAGE TO DOWNSTREAM PROPERTY.

2. NO SURVEY WAS RECEIVED FOR THE EXISTING STOCK TANK LOCATED ALONG THE SOUTHWEST BOUNDARY OF THE PUMP STATION. FILLING IN THE STOCK TANK WITH SOIL/STONE WILL REDUCE THE STOCK TANK'S STORAGE VOLUME OF WATER. WITH LESS WATER STORAGE VOLUME, IT IS POSSIBLE THE STOCK TANK WILL SURCHARGE MORE FREQUENTLY THE PRE-CONSTRUCTION CONDITIONS. SURCHARGE COULD LEAD TO FLOODING DAMAGE TO DOWNSTREAM PROPERTY. IT IS ASSUMED THE PROPERTY OWNER WHO PROVIDED THE LAND FOR THE PUMP STATION WILL MITIGATE THE POSSIBLE IMPACTS OF FILLING IN THE STOCK POND.

3. THE REDUCTION IN STORAGE VOLUME OF WATER IN THE STOCK POND MAY CAUSE LOCALIZED FLOODING ALONG THE PUMP STATION. IT IS

ASSUMED THIS IS ACCEPTABLE TO THE PROJECT OWNER.

4. SP-2 REFLECTS THE COMBINED DISCHARGE FROM P-1 AND P-3.

5. SP-1 IS REPRESENTATIVE OF THE DISCHARGES ANTICIPATED TO FLOW INTO THE EXISTING STOCK TANK.

6. ATLAS-14 RAINFALL DEPTHS WAS USED FOR ALL HYDROLOGIC ANALYSES TAKEN FROM A CENTROID AT THE PROJECT SITE

X X

OHE

25' WCID #1 ESMT.

15' ACCESS ESMT.

I W

D I W

24W 24W24W

10FM 10FM 10FM10FM10FM 10FM

20 DI W

0+00

2+62

0+00

1+00 2+00

6885 88

888 889 890

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

B N

O F

, T

Plot Date: 6/2/2023 7:47 AM Plot By: 03688 Filename: N:\SW\Drawings\SW-KIL-PL-DRNG03.dwg

-K

-P

L-

N G0

dw g

La st

S av ed : 1

/9 /2

By : 0

Fi le na m e:

\D ra w in gs \S

W -K

-P

L-

N G0

dw g

R el : 2

(L M

S Te ch

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

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

M P

M or ad o Ci rc le

B ui ld in g

Su ite

Au st in , T ex as

Ph on e

-3

W eb w w w

.fr ee se .c om

L .

SW-3

R .

SCALE IN FEET

0 40'20'

LEGEND:

AC.

XXXX

FLOW DIRECTION

DRAINAGE AREA LABEL

DRAINAGE AREA

BOUNDARY

TC FLOW PATH

PROPOSED CONTOURS

EXISTING CONTOURS

MAJOR

EXISTING CONTOURS

MINOR

AC.

1.62

SWALE 1

AC.

0.66

SWALE 2

NOTES

1. HYDROLOGIC CALCULATIONS PERFORMED USING CITY

OF KILLEEN DDM.

2. DRAINAGE AREA DELINEATIONS USED SOLELY FOR

SIZING AND CAPACITY OF PROPOSED SWALE 1 AND 2.

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 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

OHE

25' WCID #1 ESMT.

36W 36W 36W 36W 36W 36W 36W

15' ACCESS ESMT.

10' FUT. FM ESMT.

887 88

887886885884

883882

883883

885 88

6 88

5 88

0+76

0+00

2+62

0+00

1+00 2+00

BEGIN SWALE 1

STA 0+00

SECTION A-A

VALLEY GUTTER

SWALE 1 886

BEGIN SWALE 2

STA 0+00

10.0'

8.0'

12" STONE RIPRAP

1.0' THICK

RE: DETAIL 3

SHEET SW-4

R20'

I W

D I W

10FM 10FM 10FM10FM10FM 10FM10FM

20 DI W

0+001+002+002+62

-0.79% -8.22%

-0.55%

EXISTING GROUND

PROPOSED GROUND

I S

+0 3.

I S

+3 9.

I S

+4 9.

0+00 0+76

EXISTING GROUND

PROPOSED GROUND

-20.70% -0.66%

HYDROSEED

PROPOSED GROUND

12.0'

1.00

MAX 4H:1V SIDE

SLOPE (BOTH SIDES)

HYDROSEED

PROPOSED GROUND

6.0'

1.00

4H:1V SIDE SLOPE

(BOTH SIDES)

8H:1V8H:1V

VALLEY GUTTER REINFORCED

WITH #3 REBAR @ 18" O.C. BOTH WAYS

COMPACTED SUBGRADE

TO 95% SPD (TYP.)

4" THICK (TYP)

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

B N

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, T

Plot Date: 6/2/2023 7:48 AM Plot By: 03688 Filename: N:\SW\Drawings\SW-KIL-PL-GRAD.dwg

-K

-P

L-

.d w g

La st

S av ed : 1

/9 /2

By : 0

Fi le na m e:

\D ra w in gs \S

W -K

-P

L-

.d w g

R el

: 2 4.

2s (L

M S

Te ch

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

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

M P

M or ad o Ci rc le

B ui ld in g

Su ite

Au st in , T ex as

Ph on e

-3

W eb w w w

.fr ee se .c om

SW-4

R .

SCALE IN FEET

0 40'20'

HORIZONTAL SCALE

SWALE #1 PROFILE & TYPICAL SECTION1

CAUTION!!!

EXISTING UNDERGROUND AND

OVERHEAD UTILITIES IN THE AREA.

48 HOURS PRIOR TO

CONSTRUCTION CONTACT

1-800-DIG-TESS

SCALE IN FEET

0 10'5'

VERTICAL SCALE

SWALE #2 PROFILE & TYPICAL SECTION2

SECTION A-A VALLEY GUTTER3

NOTES

1. CONTRACTOR TO STOCKPILE TOP SOIL AND

REPLACE AT PROPOSED GRADE.

2. CONTRACTOR TO LOOSEN TOP 6" OF SOIL

AFTER COMPLETION OF MASS GRADING.

SIZE STONE RIPRAP (INCH)

DMAX 13.76

D90 10.14-13.29

D50 7.31-9.92

D8 3.39

12" STONE RIPRAP

SIZE GRADATION

CHAPARRAL PUMP STATION

PRECAST FLOW METER VAULT - SECTION

3/8"=1'-0"

CHAPARRAL PUMP STATION

PRECAST FLOW METER VAULT - PLAN

3/8"=1'-0"

NORTH

4' -0

-6

2'-0"2'-6" 4'-0"

SUMP

2'x2'1

612 125 6

4612 125 6

5'-6" 5'-6"

8 8

2' -0

C/L 879.43

EL. 876.43

EL. 885.0

8'-6"

FLOW

W M

DT-1

R .

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

B N

O F

, T

Plot Date: 11/16/2023 2:31 PM Plot By: 03576 Filename: N:\WTU\PS AND EST\Drawings\PS\CV-PST-DT-VALT.dwg

-P

-D

T-

.d w g

La st

S av ed : 1

d By

: 0

Fi le na m e:

\P S

Dr aw in gs

\P S\

-P

-D

T-

.d w g

R el

: 2 4.

2s (L

M S

Te ch

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

Te xa s R eg ist er ed

E ng in ee rin g

Fi rm

F -2

M P

M or ad o Ci rc le

B ui ld in g

Su ite

Au st in , T ex as

Ph on e

-3

W eb w w w

.fr ee se .c om

MODULAR MECHANICAL

STAINLESS STEEL EXPANDING

RUBBER SEAL

S.S. ⅊ 3"x3

16" THICK

WEEP RING

SLEEVE SIZE AND SEAL

INSTALLATION SHALL BE PER

MFR'S RECOMMENDATION

FILL IN THE GAP W/

NON-SHRINK GROUT

UNLESS NOTED

OTHERWISE

TYPE D PIPE PENETRATION

FOR WALLS

NOT TO SCALE

CONTINUOUS BEAD OF ADEKA

P201 (TYP. OF 2)

1/4

GENERAL NOTES:

1. PROVIDE ALL NECESSARY PIPE, VALVES AND

APPURTENANCES REQUIRED FOR A COMPLETE AND

SECURE INSTALLATION. PROVIDE PIPING SUPPORTS FOR

RIGID INSTALLATION.

2. FIELD ROUTE SUMP PUMP DISCHARGE TO GRASSY AREA

NORTH OF PUMP STATION BUILDING.

3. PIPE WITHIN VAULT SHALL BE AWWA-C151-DI-PC250 PIPE

PER SPECIFICATION 601 DUCTILE IRON PIPE AND FITTINGS

AND COATED PER SYSTEM XX OF SPECIFICATION 09 96

00.01 "HIGH-PERFORMANCE COATINGS".

4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING PROPOSED

EQUIPMENT LAY LENGTH PRIOR TO MANUFACTURING PIPE.

5. FIELD VERIFY ALL PIPELINE DEPTHS PRIOR TO

MANUFACTURING VAULT.

6. PRECAST VAULTS SHALL BE AASHTO H-20 RATED.

7. COORDINATE HATCH AND LADDER LOCATIONS. HATCH

MUST HAVE 2'-6" OF CLEARANCE.

SUMP DETAIL

NOT TO SCALE

ALUMINUM GRATE

QUICK DISCONNECT

1-1/…

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File details come from the government source that posted it. Updated Apr 2, 2024.