Dillon Disinfection Project_Bid Set Drawings.pdf

DILLON WATER TREATMENT PLANT

DISINFECTION CONTACT TIME(CT) IMPROVEMENTS PROJECT

JUNE 2024

BID SET

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TOWN OF DILLON

ENGINEERED DESIGN DRAWINGS FOR THE:

KELLY KEARNEY, P.E.

PROJECT MANAGER

PLUMMER ASSOCIATES, INC.

OWNER:

SCOTT O'BRIEN

TOWN OF DILLON - PUBLIC WORKS DIRECTOR, CWP

275 LAKE DILLON DRIVE

DILLON, CO 80345

(970) 262 3408

ENGINEER:

PLUMMER ASSOCIATES, INC

TBPE REGISTERED FIRM NUMBER F-13

1485, FLORIDA RD. SUITE C206

DURANGO, CO 81301

(970) 880 7008

GENERAL CONTRACTOR:

Dwg.

No.

Seq.

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DESIGNED

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4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

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PROJECT SITE

J.PAIZ

J.PAIZ

K.FEARNEY

P.OBRIEN

LOCATION MAP

NTS

VACINITY MAP

NTS

EX. FINISHED WATER

STORAGE TANK

EX. WATER STORAGE TANK

TO BE CLEARWELL NO.2

DILLON

WATER TREATMENT PLANT

EXISTING CLEARWELL NO.1

INDEX TO DRAWINGS

SEQ. No. DRAWING No. TITLE

GENERAL

1 G-001 COVER SHEET

2 G-002 SHEET INDEX AND LOCATION MAP

3 G-003 LEDGED AND GENERAL NOTES

4 G-004 PROCESS FLOW DIAGRAM

5 G-005 HYDRAULIC PROFILE

PROCESS AND INSTRUMENTATION DIAGRAM

6 PID-001 LEGEND

7 PID-002 CLEARWELL NO.2

8 PID-003 FINISHED WATER STORAGE

CIVIL

9 C-001 SITE AND STORM WATER MANAGEMENT PLAN

10 C-002 YARD PIPING DEMO PLAN

11 C-003 HORIZONTAL CONTROL PLAN

12 C-004 YARD PIPING PLAN

13 C-005 YARD PIPING PROFILES

14 C-006 YARD PIPING PROFILES

15 C-007 0.4 MG TANK DEMOLITION - PLAN AND PHOTOS

16 C-008 CLEARWELL NO.2 TANK MODIFICATION - PLAN

17 C-009 CLEARWELL NO.2 TANK MODIFICATION - SECTIONS

18 C-010 TANK MODIFICATION DETAILS

19 C-011 TANK MODIFICATION DETAILS

20 C-012 TANK MODIFICATION DETAILS

21 C-013 TANK MODIFICATION DETAILS

22 C-014 CLEARWELL NO.2 ANALYTICAL BUILDING - PLAN

23 C-015 CLEARWELL NO.2 ANALYTICAL BUILDING - SECTIONS

24 C-016 CLEARWELL NO.2 ANALYTICAL BUILDING - SECTIONS

25 C-017 CLEARWELL NO.1 MODIFICATIONS PLAN AND SECTION

26 C-901 CIVIL STANDARD DETAILS

27 C-902 CIVIL STANDARD DETAILS

28 C-903 CIVIL STANDARD DETAILS

29 C-904 CIVIL STANDARD DETAILS

30 C-905 CIVIL STANDARD DETAILS

31 C-906 CIVIL STANDARD DETAILS

ARCHITECTURAL

32 A-101 BUILDING CODE PLAN, SECTIONS, AND NOTES

33 A-102 ELEVATIONS AND SCHEDULES

STRUCTURAL

34 S-001 STRUCTURAL NOTES AND ABBREVIATIONS

35 S-002 FLOOR PLANS

36 S-003 ROOF PLAN SECTIONS AND DETAILS

37 S-004 STANDARD DETAILS

38 S-005 CLEARWELL PIPE PENETRATION

ELECTRICAL

39 E-000 GENERAL NOTES

40 E-001 LEGEND

41 E-002 SITE PLAN

42 E-003 ONE LINE DIAGRAM

43 E-004 ANALYTICAL BUILDING PLAN

44 E-900 CONTROL SCHEMATICS

45 E-901 STANDARD DETAILS

J.PAIZ

J.PAIZ

K.FEARNEY

P.OBRIEN

G-003

LINETYPES

WATER MAIN

SANITARY SEWER MAIN

STORM CULVERT

UNDERGROUND ELECTRIC

OVERHEAD ELECTRIC

UNDERGROUND GAS

PAVEMENT EDGE

GRAVEL/DIRT ROAD

RETAINING WALL

STORM DRAIN CATEGORY

CULVERT END SECTION

STORMDRAIN MANHOLE

INLET GENERAL/AREA DRAIN

ELECTRIC CATEGORY

TRANSFORMER

POWER MANHOLE

ELECTRIC METER

ELECTRIC PEDESTAL/VAULT

UTILITY POLE

UTILITY POLE ANCHOR

WATER CATEGORY

WATER MANHOLE - WELLHEAD

BLOW OFF ASSEMBLY

WATER METER

FIRE HYDRANT

WATER VALVE

HOSE BIB / YARD HYDRANT

GAS VALVE

GAS METER

GAS VAULT/RISER

SANITARY SEWER CATEGORY

SEWER MANHOLE

SEWER CLEANOUT

PROPANE TANK

SURVEY CATEGORY

CONTROL MONUMENT (HARN)

BENCHMARK

SECTION CORNER

PROPERTY PIN

SS SS

SD SD

UE UE

OHE OHE

UG UG

FENCE/CHAIN LINK

GAS/OIL CATEGORY

CIVIL LEGEND GENERAL CIVIL NOTES:

1. NEW PIPING IS INDICATED BY “BOLD” OR HEAVY LINES.

2. UNDERGROUND AND OVERHEAD UTILITY INFORMATION AS INDICATED

ON THE DRAWINGS IS NOT GUARANTEED TO BE ACCURATE OR

INCLUSIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

VERIFICATION OF TYPE, LOCATION, ELEVATION, AND OTHER RELATED

INFORMATION OF EXISTING UTILITIES.

3. LOCATION, ELEVATION, AND SIZES OF EXISTING STRUCTURES AS

INDICATED ON THE DRAWINGS IS NOT GUARANTEED TO BE ACCURATE OR

INCLUSIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD

VERIFICATION OF EXISTING CONDITIONS.

4. CONTRACTOR TO NOTIFY ENGINEER IF THERE IS A CONFLICT BETWEEN

THE CONTRACT DOCUMENTS AND EXISTING CONDITIONS BEFORE

PROCEEDING WITH WORK.

5. OPERATION OF VALVES OR OTHER APPURTENANCES ON EXISTING

UTILITIES, WHEN REQUIRED, SHALL BE BY OR UNDER THE DIRECT

SUPERVISION OF THE OWNER.

6. ALL CONTRACTOR PROVIDED TESTING AND TIE-IN PLANS SHALL BE

SUBMITTED TO THE ENGINEER FOR APPROVAL.

7. UNLESS OTHERWISE INDICATED, ALL BURIED PIPING SHALL BE INSTALLED

WITH A MINIMUM BURY DEPTH OF 8 FEET AS MEASURED FROM FINAL

GRADE TO TOP OF PIPE.

6. CONTRACTOR TO PROVIDE DETECTABLE WARNING TAPE AND TRACER

WIRE FOR ALL YARD PIPING INSTALLATIONS.

7. PROPOSED GRAVITY PIPES WHICH DO NOT INCLUDE DETAILED INVERT

DATA SHALL MAINTAIN CONTINUOUS NEGATIVE SLOPE IN THE DIRECTION

OF FLOW. PRESSURE PIPES SHOULD BE LAID FLAT OR WITH CONTINUOUS

POSITIVE SLOPE IN THE DIRECTION OF FLOW. WHERE IT IS NOT FEASIBLE

TO LAY PRESSURE PIPES FLAT OR WITH POSITIVE SLOPE, AIR RELEASE

VALVES SHALL BE PROVIDED AT HIGH POINTS IN THE PIPING.

8. REFER TO PROCESS AND STRUCTURAL DRAWINGS FOR INVERT OR

CENTERLINE ELEVATIONS AT POINTS OF CONNECTION TO PROPOSED AND

EXISTING STRUCTURES.

9. YARD PIPING COORDINATES AND STATIONING ARE TO THE CENTERLINE

OF THE PIPE FITTING OR TO THE CENTERLINE OF THE PIPE AT THE

OUTSIDE FACE OF THE STRUCTURE WALL. PIPING ELEVATIONS SHOWN ON

THE YARD PIPING COORDINATES SCHEDULE ARE INVERT ELEVATIONS FOR

GRAVITY PIPES AND CENTERLINE ELEVATIONS FOR PRESSURE PIPING.

MANHOLE COORDINATES ARE TO THE CENTERLINE OF THE MANHOLE.

STRUCTURE COORDINATES ARE TO THE OUTSIDE FACE OF THE

FOUNDATION STEM WALL OR TO THE STRUCTURE CENTERLINE IF THE

STRUCTURE IS CIRCULAR.

10. PLANS SHOW ELEVATIONS AT SELECTED POINTS ON THE YARD PIPING.

CONTRACTOR SHALL MAKE EVERY ATTEMPT TO MAINTAIN A CONSTANT

SLOPE BETWEEN THE ELEVATION POINTS SHOWN.

11. PIPING MAY BE FIELD ADJUSTED TO MATCH PIPING PLAN AND PROFILES

BY UTILIZING JOINT DEFLECTION. THE ANGLE OF DEFLECTION PER JOINT

SHALL NOT EXCEED THE AMOUNT SPECIFIED.

12. WHEN MAKING PIPING CONNECTIONS CONTRACTOR SHALL PROVIDE ALL

FITTINGS AND APPURTENANCES NECESSARY TO MAKE ALL CONNECTIONS

AS INDICATED.

13. MECHANICAL RESTRAINT SHALL BE PROVIDED AT ALL JOINTS.

14. CONTRACTOR SHALL PROTECT EXISTING INFRASTRUCTURE AND PROTECT

WORKERS ACCORDING TO OSHA REQUIREMENTS. IF SHORING, DESIGN IS

CONTRACTOR'S RESPONSIBILITY AND SHALL BE COMPLETED BY A

LICENSED COLORADO PE WITH SHORING DESIGN EXPERTISE.

GE

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GENERAL PROCESS MECHANICAL NOTES:

1. REFER TO CIVIL SERIES DRAWINGS FOR CONTINUATION OF ALL PROCESS

PIPE OUTSIDE STRUCTURES AS INDICATED.

2. REFER TO PID, ELECTRICAL, AND INSTRUMENTATION SERIES DRAWINGS

FOR ADDITIONAL PROCESS DETAIL.

3. ALL PIPING UNDERNEATH STRUCTURES SHALL BE CONCRETE ENCASED

PER STRUCTURAL SERIES DRAWING DETAILS.

4. DIMENSIONS ARE INDICATED FOR REFERENCE. THE CONTRACTOR SHALL

NOTE THAT THERE MAY BE VARIATIONS BETWEEN THE DIMENSIONS

SHOWN IN THE DRAWINGS AND ACTUAL EXISTING FIELD CONDITIONS.

FINAL FIELD VERIFICATION AND COORDINATION OF THE WORK OF THIS

SERIES WITH ALL OTHER TRADES INCLUDING BUT NOT LIMITED TO, THE

PRE-ENGINEERED METAL BUILDING MANUFACTURER, MECHANICAL,

AND ELECTRICAL IS THE RESPONSIBILITY OF THE CONTRACTOR.

5. ANY CONFLICT, ERROR, AMBIGUITY OR DISCREPANCY IN THE CONTRACT

DOCUMENTS DISCOVERED BY THE CONTRACTOR SHALL BE PROMPTLY

REPORTED TO OWNER/ENGINEER IN WRITING BEFORE PROCEEDING

WITH ANY WORK AFFECTED THEREBY.

6. THE CONTRACTOR SHALL PROVIDE ALL ITEMS DESCRIBED IN THE

PROJECT MANUAL WHETHER THEY ARE SPECIFICALLY INDICATED ON THE

DRAWINGS OR NOT. DRAWINGS ARE NOT INTENDED TO FUNCTION AS A

BILL OF MATERIALS AND IN SOME INSTANCES NOT ALL ITEMS REQUIRED

ARE INDICATED.

7. ALL EQUIPMENT ANCHOR BOLT PATTERNS SHALL BE TEMPLATED TO

IMPROVE PLACEMENT ACCURACY.

8. ALL PROCESS PIPING IS INDICATED SCHEMATICALLY, ROUTE TO PROVIDE

MAXIMUM CLEARANCE AND TO PROVIDE BEST POSSIBLE ACCESS TO ALL

EQUIPMENT, INSTRUMENTS, AND ACCESSORIES. WHERE REQUIRED, THE

CONTRACTOR SHALL MAKE MODIFICATION(S) TO PIPE ALIGNMENT AT

NO ADDITIONAL COST TO THE OWNER AFTER WRITTEN APPROVAL OF

THE OWNER/ENGINEER.

9. THE CONTRACTOR SHALL PROVIDE ALL PIPE FITTINGS INDICATED ON THE

DRAWINGS ALONG WITH ANY ADDITIONAL FITTINGS REQUIRED FOR A

COMPLETE AND FUNCTIONING ARRANGEMENT AS GENERALLY

INDICATED AND AS REQUIRED BY THE CONNECTED EQUIPMENT.

10.CROSS REFERENCING TO STANDARD DETAILS IS PROVIDED AS A

COURTESY AND IS NOT INTENDED TO BE EXCLUSIVE OF ALL DETAIL AND

INFORMATIONAL LINKS. CONTRACTOR SHALL REFER TO ALL STANDARD

DETAILS AND APPLY TO ALL APPLICABLE LOCATIONS. WHERE QUESTIONS

OR UNCERTAINTY ARISE, COORDINATE WITH OWNER/ENGINEER FOR

CLARIFICATION.

11.IN CERTAIN LOCATIONS, PIPE SUPPORTS, ANCHORS, AND EXPANSION

JOINTS HAVE BEEN INDICATED ON THE DRAWINGS, HOWEVER, NO

ATTEMPT HAS BEEN MADE TO INDICATE EVERY PIPE SUPPORT, ANCHOR,

AND EXPANSION JOINT. IT SHALL BE THE CONTRACTOR’S RESPONSIBILITY

TO PROVIDE A COMPLETE SYSTEM OF PIPE SUPPORT, TO PROVIDE

EXPANSION JOINTS, AND TO PROVIDE RESTRAINTS AND ANCHOR ALL

PIPING IN ACCORDANCE WITH SECTION 40 05 07.

15.FLEXIBLE PIPING CONNECTIONS INDICATED ON THE DRAWINGS ARE TO

BE PROVIDED AT MINIMUM. CONTRACTOR SHALL PROVIDE ADDITIONAL

FLEXIBLE CONNECTIONS AS REQUIRED FOR CONSTRUCTABILITY AND FOR

THE FUTURE REMOVAL AND MAINTENANCE OF INLINE ASSETS

INCLUDING VALVES AND INSTRUMENTS.

16.PROVIDE 1" (±) NON-SHRINK GROUT UNDER ALL FLOOR MOUNTED

SUPPORT BASES.

AIR, HIGH PRESSURE

AIR, LOW PRESSURE

BACKWASH SUPPLY

BACKWASH TO WASTE

CHLORINE GAS

CHLORINE DIOXIDE SOLUTION

CLEAN IN PLACE

COAGULANT

CHLORINE SOLUTION

DRAIN (PROCESS)

DECANT

DISCHARGE

DILUTION WATER

FILTERED WATER

FILTERED WATER TO WASTE

FINISHED WATER

HOT WATER

LIQUID AMMONIUM SULFATE

SODIUM HYDROXIDE (CAUSTIC)

OVERFLOW

POLYMER

POTABLE WATER

POTASSIUM PERMANGANATE

PLANT WATER

RECYCLE

RAW WATER

SAMPLE

STORM DRAIN

SLUDGE

SUMP PUMP DISCHARGE

SANITARY SEWER

SETTLED WATER

SERVICE WATER (IN PLANT, NON-POTABLE)

VENT

VACUUM

AHP

ALP

BWS

BWW

CG

CLO2

CIP

COAG

CS

D

DCT

DSG

DW

FIL

FTW

FW

HW

LAS

NaOH

OF

POLY

POT

PP

PW

RCY

RW

SA

SD

SLG

SPD

SS

STW

SW

V

VAC

AL

ABS

BR

CH

CIP

CPVC

CU

DIP

FRP

GS

HDPE

PE

PET

PP

PUR

PVC

RCP

RCCP

RS

STL

SS

SST

ALUMINUM PIPE

ACRYLONITRILE BUTADIENE STYRENE

BRASS

CHROME IRON ALLOY

CAST IRON PIPE (GRAY IRON)

CHLORINATED POLYVINYL CHLORIDE

COPPER TUBING

DUCTILE IRON PIPE

FIBERGLASS REINFORCED PLASTIC

GALVANIZED STEEL PIPE

HIGH DENSITY POLYETHYLENE

POLYETHYLENE PIPE

POLYETHYLENE TUBING

PERFORATED PVC PIPE

POLYURETHANE TUBING

POLYVINYL CHLORIDE

REINFORCED CONCRETE PIPE

REINFORCED CONCRETE CYLINDER PIPE

RUBBER LINED STEEL PIPE

STEEL PIPE

STAINLESS STEEL

STAINLESS STEEL TUBING

PROCESS ABBREVIATIONS

PIPE CALLOUT FORMAT

PIPE AND TUBE MATERIAL INDEX

NEW XX/XXX/XXX

EXISTING XX/XXX/XXX

PIPE MATERIAL

PROCESS ABBREVIATION

PIPE NOMINAL DIAMETER IN INCHES

POTABLE WATER DISINFECTION REQUIREMENTS:

1. DISINFECTION OF WATER MAINS SHALL CONFORM WITH AWWA C651.

2. DISINFECTION OF WATER STORAGE TANKS SHALL CONFORM WITH

AWWA C652.

Dwg.

No.

Seq.

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(C T)

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DESIGNED

CHECKED

REVIEWED

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4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

F

LO

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C2

D

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7.

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R

F-

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 20, 2024

CENTER LINE

ELEVATION

GATE VALVE

BEND TO LEFT

HORIZONTAL POINT OF INTERSECTION

POINT OF BEGINNING

POINT OF END

BEND TO RIGHT

VERTICAL POINT OF INTERSECTION

CL

EL.

GV

LT.

PI

POB

POE

RT.

VPI

PIPE ALIGNMENT AND PROFILE ABBREVIATIONS

AutoCAD SHX Text P

AutoCAD SHX Text E

AutoCAD SHX Text

GV

AutoCAD SHX Text W

AutoCAD SHX Text S

AutoCAD SHX Text D

T Cl2

FREE CHLORINE

SAMPLE POINT

TURBIDITY

SAMPLE POINT

pH pH / TEMPERATURE

SAMPLE POINT

STATIC MIXER

PRIMARY

FLOW LINE

LEGEND

M ELECTROMAGNETIC

FLOW METER

CLEARWELL NO.2

(0.40 MG)

FINISHED WATER

STORAGE TANK

(1.50 MG)

TO DISTRIBUTION

(GRAVITY)

SODIUM

BISULFITE

SODIUM

HYDROXIDE

CHLORINE

CLEARWELL NO.1

SODIUM

HYPOCHLORITE

SULFURIC

ACID

CITIRC

ACID

COAGULANT

FLUORIDE

MICROFILTRATION

TYP OF SKIDS NO.1, NO.2 & NO.3

(SKID NO.4 FUTURE)

COMPRESSED AIR

SYSTEM (TYP)

PRIMARY

CLARIFIER

RAW WATER

INTAKE STRUCTURE

MEMBRANE CLEAN

IN PLACE TANK

CIP FEED

FILTRATE

CIP RETURN

FILTRATE EXHAUST

SKID DRAIN

BACKWASH

STRAIGHT CREEK

Dwg.

No.

Seq.

RE

VI

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(C T)

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DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

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D:

/2

0/

:1

PM

C

U se rs

\jp ai z\

DC

\A

CC

Do cs

\P lu m m er A ss oc ia te s\

-0

-0

2_ Di llo n_

CT

\P ro je ct F ile s\

Pl um m er

\S he et s\

GE

N

ER

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\G -0

.d w g

S

AV

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: 6

/1 3/

:5

PM

S

AV

ED

B

Y:

Jp ai z

U

SE

R:

P ai z, Ju lia n

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 20, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 20, 2024

A U

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G-004

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O

CE

SS

F

LO

W D

IA

GR

AM

T T M

SECONDARY

FLOW LINE

DRAIN/WASTE

FLOW LINE

Cl2

LASKEY GULCH

T

M

SODIUM

HYDROXIDE

MICROFILTRATION

FEED PUMP

(TYP OF 3)

STRAINER

(TYP PER SKID) CIP STRAINER

CIP FEED PUMP

CIP WASTE TO

SANITARY SEWER

PHOSPHORIC

ACID

WASTE TO

STRAIGHT CREEK

PROCESS WASTE

SUMP

SERVICE WATER

PUMP

CT PIPE RACK

TO HOUSE WATER

Cl2pH

BP2

pH

IFE (TYP OF 3) CFE

E1a

E1b

E2

Cl2 pH

BP1

J.PAIZ

J.PAIZ

K.FEARNEY

P.OBRIEN

NOTES:

1. E1a REQUIRES BOTH CLEARWELL NO.1 AND PIPE LOOP FOR CT.

2. E1b REQUIRES ONLY CLEARWELL NO.2 FOR CT.

3. E2 REQUIRES MINIMUM VOLUME IN FINISHED WATER STORAGE TANK AND USE OF SECONDARY

SAMPLING POINTS AS INDICATED. TO BE UTILIZED ONLY AS A TEMPORARY COMPLIANCE WHEN

CLEARWELL NO.2 IS OFFLINE FOR MAINTENANCE.

4. BP1USED FOR CLEARWELL NO.2 MAINTENANCE ONLY AND IN CONJUNCTION WITH E2.

5. BP2USED FOR FINISHED WATER STORAGE MAINTENANCE ONLY.

IFE CFE

E1a E1b

E2

BP1 BP2

INDIVIDUAL FILTER

EFFLUENT

COMBINED FILTER

EFFLUENT

HOUSE WATER SYSTEM

ENTRY POINT PRIMARY ENTRY POINT

SECONDARY ENTRY

POINT

CLEARWELL NO.2 BYPASS FINISHED WATER

STORAGE TANK BYPASS

INV. EL. 9294.77'

16" RCP RAW WATER IN FROM

STRAIGHT CREEK & LASKEY DITCH

RAW WATER VAULT

FF EL. 9270.00'

PRIMARY CLARIFIER

WSE ±9282.75

CLEARWELL NO.2

FINISHED WATER STORAGE

MEMBRANE FILTRATION CLEARWELL NO.1

*TOC EL. 9239.80'

*FG EL. 9272.00'

OUTLET STANDPIPE

CREST EL. 9270.46'*FF EL. 9273.00'

12/FIL/DIP

℄EL. 9267.46'

TOC EL. 9266.29'

OVERFLOW

INV. EL. 9268.50' OUTLET STANDPIPE

CREST EL. 9266.50'

12/FIL/DIP IN AT CLEARWELL

℄EL. 9244.50'

12/FIL/DIP

℄EL. 9231.33'

*TOC EL. 9233.00'

TO DISTRIBUTION

SYSTEM

RW IN AT FACILITY PIPE

℄EL. 9261.25'

OVERFLOW

INV. EL. 9271.10'

INLET STANDPIPE

INV. EL. 9247.83'

HGL 9270.70'

ALARM WSE 9268.00'

ALARM WSE 9267.38'

HGL 9266.74'

HGL 9265.88'

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

/2

0/

:1

PM

C

U se rs

\jp ai z\

DC

\A

CC

Do cs

\P lu m m er A ss oc ia te s\

-0

-0

2_ Di llo n_

CT

\P ro je ct F ile s\

Pl um m er

\S he et s\

GE

N

ER

AL

\G -0

.d w g

S

AV

ED

: 6

/1 3/

:5

PM

S

AV

ED

B

Y:

Jp ai z

U

SE

R:

P ai z, Ju lia n

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 20, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 20, 2024

A U

RA

RI

A

PA

RK

W

AY

D

EN

VE

R, C O

3.

0.

W W

W .P

LU

M

M

ER

.C O

M

G-005

GE

N

ER

AL

HY

DR

AU

LI

C

PR

O

FI

LE

NOTES:

1. HYDRAULIC GRADE LINE (HGL) SHOWN AT Q = 900 GPM. HGL UPSTREAM OF CLEARWELL NO.1 NOT

SHOWN.

2. UNLESS OTHERWISE INDICATED ELEVATIONS ARE APPROXIMATE AND BASED ON A REVIEW OF AVAILABLE DATA. PRIOR TO CONSTRUCTION CONTRACTOR TO FIELD VERIFY ELEVATION OF ALL

HYDRAULIC CONTROL ELEMENTS INCLUDING WEIRS, STANDPIPES AND OVERFLOW INVERTS.

CONTRACTOR SHALL PROMPTLY REPORT ALL DISCREPANCIES BETWEEN DESIGN AND FIELD DATA TO

THE OWNER/ENGINEER.

3. ASTERISK (*) INDICATES DATA COLLECTED AS PART OF 06/2023 SURVEY.

4. BOLD LINETYPE INDICATES NEW CONSTRUCTION.

HYDRAULIC PROFILE

N.T.S.

J.PAIZ

J.PAIZ

K.FEARNEY

P.OBRIEN

IN

ST

RU

M

EN

TA

TI

O

N

LE

GE

N D

BALL CHECK VALVE

SWING CHECK VALVE

DOUBLE DOOR CHECK VALVE

BALL VALVE

V-PORT BALL VALVE

SPRAY NOZZLE

V

HOSE STATION

K

YARD HYDRANT

EYE WASH STATION

CONE VALVE

DIAPHRAGM VALVE

SLEEVE OR PLUNGER VALVE

NEEDLE VALVE

3-WAY VALVE

PETCOCK VALVE

4-WAY VALVE

SPRING LOADED PRESSURE RELIEF

VALVE

SURGE RELIEF VALVE

PRESSURE REGULATING VALVE

FLOW CONTROL VALVE

SLIDE GATE

SLIDE GATE

SUBMERSIBLE PRESSURE/LEVEL

FLOAT SWITCH

WEIR GATE

STOP GATE

IN-LINE PRESSURE DIAPHRAGM

U U

U

MAGNETIC FLOW METER - FULL

MAGNETIC FLOW METER - INSERT

ULTRASONIC FLOW METER

VENTURI TUBE FLOW METER

PARSHALL FLUME FLOW METER

EJECTOR

EDUCTOR

ULTRASONIC LEVEL

DIFFUSER

VENTED BALL VALVE

RADAR LEVEL

PROPELLER/TURBINE/PADDLEWHEEL

FLOW METER

EQUIPMENT SYMBOLS PROCESS LINE TYPESFIELD INSTRUMENT SYMBOLSVALVE SYMBOLSFITTING SYMBOLS

BACK PRESSURE VALVE

MUD VALVE

M MOTORIZED

P PNEUMATIC

E ELECTRIC

AIR/VACUUM RELEASE VALVE

PULSATION DAMPENER

FLAP GATE

FAIL OPENFO

FAIL CLOSEFC

FAIL INDETERMINATEFI

FAIL AS ISFAI

NORMALLY OPENNO

NORMALLY CLOSEDNC

LOCKED OPENLO

LOCKED OPENLC

MODULATINGM

TYPICAL VALVE ANNOTATIONS

SG

UNION

BLIND FLANGE

CLEANOUT

PLUG

QUICK COUPLING

REDUCER

FLEXIBLE HOSE

FLEXIBLE COUPLING

SIGHT GLASS

OFF GAS DEMISTER

Y STRAINER

SLUICE GATE

ROTAMETER

RUPTURE DISK

DRAIN

SILENCER

AIR FILTER

CALIBRATION CHAMBER

FINE BUBBLE DIFFUSER

COURSE BUBBLE DIFFUSER

STATIC MIXER

ELLIPTICAL/DIAPHRAGM CONTROL

VALVE

KNIFE GATE VALVE

BUTTERFLY VALVE

PLUG VALVE

PINCH VALVE

GLOBE VALVE

GATE AND ACTUATOR SYMBOLS

THERMAL MASS FLOW METER

ORIFICE

UNDEFINED FLOW METER

UNDEFINED INSTRUMENT

INSTRUMENTATION IDENTIFICATION

INSTRUMENT

NUMBER

ANALYTICAL ELEMENTAE

ANALYTICAL INDICATING TRANSMITTERAIT

FLOW ELEMENTFE

FLOW INDICATING TRANSMITTERFIT

FLOW/LEVEL INDICATING TRANSMITTERF/LIT

FLOW SWITCHFS

FLOW SWITCH LOWFSL

FLOW TOTALIZER INDICATORFQI

LEVEL ELEMENTLE

LEVEL INDICATING TRANSMITTERLIT

LEVEL SWITCH HIGHLSH

LEVEL SWITCH HIGH HIGHLSHH

LEVEL SWITCH SWITCHESLSs

LEVEL TRANSMITTERLT

PRESSURE DIFFERENTIAL INDICATORPDI

PRESSURE INDICATORPI

PRESSURE INDICATING TRANSMITTERPIT

LEVEL SWITCH LOWLSL

LEVEL SWITCH LOW LOWLSLL

TEMPERATURE INDICATORTI

TEMPERATURE SWITCH HIGHTSH

WEIGHT INDICATORWI

WEIGHT INDICATING TRANSMITTERWIT

XXX

PROCESS AREA

INSTRUMENT

TYPE

ANALYTICAL TYPE

(IF USED)XX

CHLORINE RESIDUALCL2

DISSOLVED OXYGENDO

COMBUSTIBLE GASGAS

OXYGEN REDUCTION POTENTIALORP

ANALYTICAL TYPE IDENTIFIER

INSTRUMENT TYPE

pHpH

TURBIDITYTURB

ULTRAVIOLET TRANSMISSIVITYUVT

TEMPERATURE INDICATING TRANSMITTERTIT

PRESSURE SWITCH HIGHPSH

PRESSURE SWITCH LOWPSL

TOTAL ORGANIC CARBONTOC

TEMPERATURETEMP

ORTHOPHOSPHATEOP

AMMONIANH3

CONDUCTIVITYCOND

ANALYTICAL IDENTIFICATION

MAJOR PROCESS LINE, TYPICALLY

TREATED FLOW

MINOR PROCESS LINE, TYPICALLY

SECONDARY FLOW

UTILITY PROCESS LINE, TYPICALLY

SERVICE WATER OR DRAIN

EXISTING MINOR PROCESS LINE, AS

LABELED

EXISTING MAJOR PROCESS LINE, AS

LABELED

FUTURE MAJOR PROCESS LINE

EXISTING UTILITY PROCESS LINE,

AS LABELED

XXXXX

XXXXX

(Y-YYY)

XXXXX

XXXXX

(Y-YYY)

MAJOR OR MINOR

PROCESS LINE

DESCRIPTION

DRAWING

DESTINATION

LOCATION

MAJOR OR MINOR

PROCESS LINE

DESCRIPTION

XXXXX INCOMING UTILITY PROCESS

"XXXXX" INDICATES TYPE

XXXXX OUTGOING UTILITY PROCESS

"XXXXX" INDICATES TYPE

HAND-OFF-AUTOHOA

ON-OFF-AUTOOOA

ON-OFFOO

SWITCH TYPE IDENTIFIER

SWITCH

PLC DATA HIGHWAY

PNEUMATIC AIR LINE

D

D

WIRED SIGNAL

DISCRETE INPUT INTO PLC

DISCRETE OUTPUT FROM PLC

ANALOG INPUT INTO PLC

ANALOG OUTPUT FROM PLC

A

A

LOCAL-OFF-REMOTELOR

CROSS REFERENCE SYMBOLS

INSTRUMENTATION SIGNAL SYMBOLS

CONTROL PANEL SYMBOLS

FUTURE MINOR PROCESS LINE

FUTURE UTILITY PROCESS LINE

TIMER

R

RUNNING

RESET

ETM

INDICATOR LIGHT

PUSH BUTTON

ELAPSED TIME METER

KEYPAD

UNIT

NUMBERTRAIN NO.

EQUIPMENT IDENTIFICATION

####-AAA-1234

EQUIPMENT NUMBER

UNIT TRAIN NUMBER

TRAIN, BUILDING OR

EQUIPMENT

ABBREVIATION

PROCESS AREA

FOOT VALVE

DIFFERENTIAL PRESSURE SWITCH HIGHPDSH

TEMPERATURE ELEMENTTE

VELOCITY ELEMENT X AXISVEX

VELOCITY ELEMENT Y AXISVEY

COMPLEX NUMBER

PRESSURE DIFFERENTIAL INDICATING TRANSMITTERPDIT

GATE VALVE

DUCKBILL CHECK VALVE

FOUL AIR DUCT SYMBOLS

MANUAL BALANCING DAMPER

PRESSURE RELIEF DAMPER

INLET VANE DAMPER

BUBBLE TIGHT DAMPER

FLOW INDICATORFI

PRESSURE TRANSDUCERPT

PID-001

H HYDRAULIC

HYDRAULIC HOSE

TEMPERATURE SWITCH

SILENT CHECK VALVE

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

/3

/2

5:

P

M C

U se rs

\n to us sa in t\

DC

\A

CC

Do cs \P lu m m er

A ss oc ia te s\

-0

-0 2_

Di llo n_

CT

\P ro je ct

F ile s\ Pl um m er \E le ct ric al

\P

ID

-0

.d w g S

AV

ED

: 4 /1

8/

:1

PM

S

AV

ED

B Y:

N to us sa in t

U

SE

R:

T ou ss ai nt

, N ic k

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 3, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 3, 2024

A U

RA

RI

A

PA

RK

W

AY

D

EN

VE

R, C O

3.

0.

W W

W .P

LU

M

M

ER

.C O

M

PLUMMER

PLUMMER

N.TOUSSAINT

CONTROL NARRATIVE

THE CONTROL NARRATIVE LISTED BELOW IS A

SIMPLIFIED DESCRIPTION, REFER TO SPECIFICATION

SECTION 40 61 96 FOR DETAIL REQUIREMENTS.

HARDWIRED INTERLOCKS/INSTRUMENTATION

· THERE ARE NO CONTROL INTERLOCKS

RELATED CONTROL LOOP INSTRUMENTATION

· ALL CONTROL LOOPS ARE PROVIDED FOR

MONITORING AND ALARMING OF PROCESS OR

INFRASTRUCTURE

NORMAL SEQUENCE OF OPERATION

· AE/AIT-101 WILL PROVIDE FOR INDICATION AND

ALARMING OF FINISHED WATER PH

· AE/AIT-102 WILL PROVIDE FOR INDICATION AND

ALARMING OF FINISHED WATER CHLORINE

· LT-101 WILL PROVIDE FOR INDICATION AND

ALARMING OF CLEARWELL TANK NO.2

· TIT-101 WILL PROVIDE AN ANALOG INPUT FOR

ANALYTICAL BUILDING TEMPERATURE

· ZS-101 WILL PROVIDE AN ALARM FOR ANALYTICAL

BUILDING INTRUSION

· ZS-102 WILL PROVIDE AN ALARM FOR CLEARWELL

TANK NO.2 HATCH INTRUSION

· TAL-101 WILL PROVIDE AN ALARM FOR INLET PIPE

LOW TEMPERATURE

· TAL-102 WILL PROVIDE AN ALARM FOR INLET PIPE

LOW TEMPERATURE

SYSTEM INPUT/OUTPUTS

THE SYSTEM INPUTS/OUTPUTS IS A SUMMARY OF

EQUIPMENT, VALVES AND INSTRUMENTATION ON THE

TYPE OF CONNECTION INTO THE CONTROL SYSTEM.

REFER TO SPECIFICATIONS AND DRAWINGS FOR

DETAILS.

HARDWIRED I/O

· AE/AIT-101 FINISHED WATER PH/TEMP - ANALOG

INPUT

· AE/AIT-102 FINISHED WATER CL2 - ANALOG INPUT

· P/LIT-101 CLEARWELL TANK LEVEL - ANALOG INPUT

· TIT-101 ANALYTICAL BUILDING

TEMPERATURE-ANALOG INPUT

· ZS-101 ANALYTICAL BUILDING INTRUSION - DIGITAL

INPUT

· ZS-102 CLEARWELL HATCH INTRUSION - DIGITAL

INPUT

- TAL-101 INLET PIPE LOW TEMPERATUREDIGITAL

INPUT

- TAL-102 INLET PIPE LOW TEMPERATUREDIGITAL

INPUT

12/FIL/DIP

PID-002

PR

O

CE

SS

A N

D

IN

ST

RU

M

EN

TA

TI

O N

D

IA

GR

AM

CL

EA

RW

EL

L N

O .2

AN

AL

YT

IC

AL

B

U

IL

DI

N

G

PI

D

J.PAIZ

J.PAIZ

K.FEARNEY

N.TOUSSAINT

MODIFICATIONS SHOWN DARKENED

FLOW IS BY GRAVITY FORM THE WATER TREATMENT PLANT AND

CLEARWELL NO.1 INTO CLEARWELL NO.2. LEVEL IN CLEARWELL NO.2 IS

MONITORED BY PRESSURE SENSING INSTRUMENTATION ON THE TANKS

INFLUENT PIPE. DISINFECTION CONTACT VOLUME IS MAINTAINED BY THE

TANKS OUTLET STANDPIPE. THE ELEVATION OF THE STANDPIPE IS

DESIGNED TO PROVIDE THE REQUIRED CT AT THE LOWEST ANTICIPATED

FREE CHLORINE RESIDUAL CONCENTRATION AND THE HIGHEST FACILITY

DESIGN FLOW RATE. TEMPERATURE, pH, AND FREE CHLORINE ARE

MEASURED AT THE CLEARWELL NO.2 OUTLET PIPE. TANK BYPASS REQUIRES

THE INSTALLATION OF A FABRICATED SPOOL PIECE BETWEEN BUTTERFLY

VALVES WP-BFV-701 AND WP-BFV-704.

DESIGN SUMMARY EQUIPMENT SUMMARYPROCESS DESCRIPTION

CLEARWELL NO.2

400 KGAL

FINISHED WATER FROM

WTP (CLEARWELL NO1)

WP-BFV-102

WP-BFV-103

WP-BFV-104

WP-BFV-101

ZS

TIT

ZS

P/LT

0-32

FT

TANK

OVERFLOW

TO DAYLIGHT

WP-GV-102

WP-GV-101

TANK DRAIN

TO DAYLIGHT

AIT

BUILDING DRAIN TO

SANITARY SEWER SAMPLE TAP

TO FINISHED WATER

STORAGE (PID-003)

PI

0-30

PSI

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

/3

/2

5:

P

M C

U se rs

\n to us sa in t\

DC

\A

CC

Do cs \P lu m m er

A ss oc ia te s\

-0

-0 2_

Di llo n_

CT

\P ro je ct

F ile s\ Pl um m er \E le ct ric al

\P

ID

-0

A.

dw g S

AV

ED

: 6 /3

/2

5:

P

M S

AV

ED

B Y:

N to us sa in t

U

SE

R:

T ou ss ai nt

, N ic k

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 3, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 3, 2024

A U

RA

RI

A

PA

RK

W

AY

D

EN

VE

R, C O

3.

0.

W W

W .P

LU

M

M

ER

.C O

M

12/FW/DIP

PARAMETER CLEARWELL NO.2

WORKING VOLUME (TO OVERFLOW) 386,604 GALLONS

MINIMUM VOLUME (TO OUTLET STANDPIPE)* 366,715 GALLONS

BAFFLE FACTOR* 0.1

MINIMUM DESIGN FREE CL2 RESIDUAL* 0.3 mg/L**

MAXIMUM DESIGN FLOW RATE (FUTURE)* 900 GPM

MAXIMUM DESIGN pH* 8.5 s.u.

MINIMUM DESIGN WATER TEMPERATURE* 0.5 DEG.C

EXTENTS OF PROPOSED

ANALYTICAL BUILDING

AE

0-10 mg/L

CL2,FREE AE

0-14 s.u.

-10-100 DEG.C

pH

TEMP

*DESIGN PARAMETERS REQUIRED FOR 4-LOG REMOVAL (VIRUS)

**REQUIRED RESIDUAL INCREASES TO 0.4 mg/L AT A FUTURE DESIGN FLOW RATE OF 1,200 GPM

AIT

TAL

TAL

HEAT TRACE

CONTROLLER

CONTROL NARRATIVE

THE CONTROL NARRATIVE LISTED BELOW IS A

SIMPLIFIED DESCRIPTION, REFER TO SPECIFICATION

SECTION 40 61 96 FOR DETAIL REQUIREMENTS.

HARDWIRED INTERLOCKS/INSTRUMENTATION

RELATED CONTROL LOOP INSTRUMENTATION

NORMAL SEQUENCE OF OPERATION

SYSTEM INPUT/OUTPUTS

THE SYSTEM INPUTS/OUTPUTS IS A SUMMARY OF

EQUIPMENT, VALVES AND INSTRUMENTATION ON THE

TYPE OF CONNECTION INTO THE CONTROL SYSTEM.

REFER TO SPECIFICATIONS AND DRAWINGS FOR

DETAILS.

HARDWIRED

PID-003

PR

O

CE

SS

A N

D

IN

ST

RU

M

EN

TA

TI

O N

D

IA

GR

AM

FI

N

IS

HE

D W

AT

ER

S

TO

RA

GE

J.PAIZ

J.PAIZ

K.FEARNEY

N.TOUSSAINT

MODIFICATIONS SHOWN DARKENED

FLOW IS BY GRAVITY FORM THE PROPOSED CLEARWELL NO.2 INTO THE

EXISTING FINISHED WATER STORAGE TANK NO.1. LEVEL IN THE FINISHED

WATER STORAGE TANK NO.1 IS MONITORED BY PRESSURE SENSING

INSTRUMENTATION ON THE TANKS OUTLET PIPE. TEMPERATURE, pH, AND

FREE CHLORINE MEASUREMENT ARE AVAILABLE FOR PROCESS CONTROL AT

THE FINISHED WATER STORAGE OUTLET.

THE FINISHED WATER STORAGE TANK IS A DISTRIBUTION SYSTEM TANK

(LOCATED AFTER THE FACILITY ENTRY POINT) AND IS DESIGNED TO OPERATE

WITH FLUCTUATIONS IN WATER LEVEL CORRESPONDING TO SYSTEM

DEMAND. WATER TREATMENT PLANT PRODUCTION IS CONTROLLED BY

OPERATOR SET FINISHED WATER STORAGE TANK NO.1 LEVELS.

FINISHED WATER STORAGE TANK NO.1 IS DESIGNED TO BE UTILIZED FOR

DISINFECTION CONTACT TIME (CT) IN SCENARIOS WHERE CLEARWELL NO.2

IS REQUIRED TO BE OFFLINE. IN THIS CONFIGURATION THE MINIMUM

ALLOWABLE WATER LEVEL IS 9 FEET 7 INCHES.

DESIGN SUMMARY EQUIPMENT SUMMARYPROCESS DESCRIPTION

TO DISTRIBUTION

FINISHED WATER STORAGE

TANK NO.1

1.50 MG

ZS

WP-GV-704

WP-GV-703

120V

WP-GV-802 WP-GV-803

PIT

0-40 FT

PI

EDUCTOR

TO SURFACE WATER

DISCHARGE

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

/3

/2

5:

P

M C

U se rs

\n to us sa in t\

DC

\A

CC

Do cs \P lu m m er

A ss oc ia te s\

-0

-0 2_

Di llo n_

CT

\P ro je ct

F ile s\ Pl um m er \E le ct ric al

\P

ID

-0

.d w g S

AV

ED

: 6 /3

/2

3:

P

M S

AV

ED

B Y:

Jp ai z U

SE

R:

T ou ss ai nt , N ic k

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 3, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 3, 2024

A U

RA

RI

A

PA

RK

W

AY

D

EN

VE

R, C O

3.

0.

W W

W .P

LU

M

M

ER

.C O

M

FROM CLEARWELL

NO.2

TA

N

K O

VE

RF

LO

W

TA

N

K

DR

AI

N

EXTENTS OF EXISTING

ANALYTICAL BUILDING

DECHLORINATION

MANHOLE

AIT

SAMPLE TAP

AE

0-10 mg/L

CL2,FREE

AE

0-14 s.u.

-10-100 DEG.C

pH

TEMP

BUILDING DRAIN TO

SANITARY SEWER

WP-GV-801

WP-GV-804

ZS

TSL

PARAMETER FINISHED WATER STORAGE

TANK NO.1

TANK DIAMETER 81 FEET

WORKING VOLUME (TO HW ALARM) 1,325,250 GALLONS

MINIMUM VOLUME* 331,900 GALLONS

BAFFLE FACTOR* 0.1

MINIMUM DESIGN FREE CL2 RESIDUAL* 0.3 mg/L

MAXIMUM DESIGN FLOW RATE* 900 GPM

MAXIMUM DESIGN pH* 8.4 s.u.

MINIMUM DESIGN WATER TEMPERATURE* 2.6 DEG.C

*DESIGN PARAMETERS REQUIRED FOR 4-LOG REMOVAL (VIRUS)

8'-8" AFF

MIN. DEPTH

IF TANK USED FOR CT

12/FW/DIP

10/FW/DIP

3/FW/DIP

OHE

OHE

OHE

OHE

OHE

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

/2

8/

:5

PM

C

U se rs

\r pe m be rt on

\D C\

AC

CD

oc s\

Pl um m er

A ss oc ia te s\

-0

-0 2_

Di llo n_

CT

\P ro je ct

F ile s\ Pl um m er \S he et s\

CI

VI

L\

C-

1_

SI

TE

A

N D

SW

M

P.

dw g S

AV

ED

: 6 /2

7/

:1

PM

S

AV

ED

B Y:

R pe m be rt on

U

SE

R:

P em be rt on

, R on

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

A U

RA

RI

A

PA

RK

W

AY

D

EN

VE

R, C O

3.

0.

W W

W .P

LU

M

M

ER

.C O

M

SI

TE

A N

D

ST

O

RM

W

AT

ER

M

AN

AG

EM

EN

T

PL

AN

C-001

CI

VI

L

EX. WATER

TREATMENT FACILITY

FF 9270.00

PROPERTY LINE

EDGE OF EX.

ASPHALT DRIVEWAY

1.5 MG

EXISTING WATER STORAGE TANK

BOTTOM EL 9233.00

HWL 9271.60

EXISTING ANALYTICAL

BUILDING

N

GRAPHIC SCALE : 1" = 10'

5 2010010 000

CLEARWELL NO. 2 ANALYTICAL BUILDING

REF. A-001

J.PAIZ

R.PEMBERTON

M.DAHM

P.OBRIEN

LIMITS OF CONSTRUCTION

EX. GRAVEL ACCESS ROAD

(NOT AVAILABLE FOR

CONSTRUCTION USE)

EX. ASPHALT WTP ACCESS ROAD

(COORDINATE WITH OWNER FOR

CONSTRUCTION ACCESS)

EX. ACCESS GATE

NO. 2

COUNTY RD. 51

EX. CHAIN LINK FENCE

EX. GRAVEL

ACCESS ROAD

(AVAILABLE FOR

CONSTRUCTION USE)

EX. ACCESS GATE

NO. 1

CONCRETE

WASHOUT AREA

VEHICLE TRACKING

CONTROL

EX. RESIDENTIAL HOUSE

EX. 0.4 MG WELDED STEEL

WATER STORAGE TANK

NEW CLEARWELL NO. 2

BOT EL 9239.80

HWL 9271.90

NOTES:

1. THERE IS LIMITED SPACE IN AND AROUND THE SITE FOR STAGING OF THE WORK,

STORAGE OF MATERIALS, AND PARKING FOR CONSTRUCTION PERSONNEL.

CONTRACTOR TO COORDINATE WITH OWNER AND ADHERE TO ALL RESTRICTIONS

TO AVOID IMPEDING PLANT TRAFFIC FLOW.

2. CONTRACTOR SHALL PREVENT STORM WATER RUNOFF FROM THE STAGING AND

CONSTRUCTION AREAS BY THE PLACEMENT OF SILT AND SEDIMENT BARRIERS.

3. TEMPORARY FENCING FOR PROTECTION OF STAGED MATERIALS, CONSTRUCTION

TRAILERS, TOOLS AND EQUIPMENT SHALL BE AT THE CONTRACTORS DISCRETION.

4. PROVISIONS FOR CONSTRUCTION PERSONNEL'S TEMPORARY SANITARY AND

POTABLE WATER NEEDS SHALL BE PROVIDED AND MAINTAINED WITHIN THE LIMITS

OF CONSTRUCTION DURING WORKING HOURS. SUCH FACILITIES MAY BE LOCATED

WITH COORDINATION WITH THE OWNER.

5. ALL AREAS DISTURBED BY CONSTRUCTION ACTIVITIES SHALL BE RETURNED TO

ORIGINAL OR BETTER CONDITION UPON FINAL COMPLETION, INCLUDING

SIDEWALKS, GRASSED AREAS, AND OTHER ABOVE OR BELOW GROUND

INFRASTRUCTURE.

6. RESEED AND MULCH ALL UNPAVED AREAS DISTURBED BY CONSTRUCTION. REPAIR

ALL PAVED AREAS DISTURBED BY CONSTRUCTION.

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MH

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MH

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MH

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MH

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MH

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MH

MH

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

SS

SS

SS

SS SS SS SS SS SS SS

SS

SS

SS

SS SS SS SS SS SS SS SS SS

SS

SS

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

UE UE

UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE UE UE

UE

UE

UE

NOTES:

1. REFER TO C-007 AND C-008 FOR SELECTIVE TANK DEMOLITION

AND MODIFICATION DESIGN.

2. CONTRACTOR TO EXERCISE EXTREME CAUTION WORKING NEAR

AND UNDER EXISTING OVERHEAD ELECTRIC LINES.

3. ALL ABANDONED PIPE SHALL BE PLUGGED AND CAPPED WITH A

MINIMUM OF 12 INCHES OF CONCRETE. USE MASONRY

BULKHEAD OR OTHER MEANS TO ENSURE COMPLETE FILL OF PIPE.

C-002

SE

LE

CT

IV

E

YA

RD

P

IP

IN

G

AN

D

AP

PU

RT

EN

AN

CE

D

EM

O

LI

TI

O N

P

LA

N

CI

VI

L

EX. 0.4 MG WELDED STEEL

WATER STORAGE TANK

NEW CLEARWELL NO. 2

BOT EL 9239.80

HWL 9271.90

SEE NOTE 1

EX. WATER

TREATMENT FACILITY

FF 9270.00

REMOVE AND DISPOSE OF

EX. 10" GATE VALVE

EX. 10" FINISHED WATER PIPE

TO BE ABANDONED

REMOVE AND DISPOSE OF

EX. 10" GATE VALVE

CUT EX. PIPE 36" CLEAR OF STORAGE

TANK FOUNDATION WALL

SEE NOTE 3

REMOVE AND DISPOSE OF

EX. 12"X 10" REDUCER

REMOVE AND DISPOSE OF

EX. 10" GATE VALVE

REMOVE AND DISPOSE OF

EX. 10" GATE VALVE

1.5 MG

EX. WATER STORAGE TANK

BOT EL 9233.00

HWL 9271.10

CUT EX. PIPE 18" CLEAR OF VALVE

SEE NOTE 3

FACILITY

PROPERTY LINE

EDGE OF EX.

ASPHALT DRIVEWAY

EX. SECURITY FENCE

J.PAIZ

R.PEMBERTON

M.DAHM

P.OBRIEN

N

GRAPHIC SCALE : 1" = 10'

5 2010010 000

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

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M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

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8/

:5

PM

C

U se rs

\r pe m be rt on

\D C\

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CD

oc s\

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A ss oc ia te s\

-0

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\P ro je ct

F ile s\ Pl um m er \S he et s\

CI

VI

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2.

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AV

ED

: 6 /2

7/

2:

P M

S

AV

ED

B

Y:

R pe m be rt on U

SE

R:

P em be rt on , R on

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

A U

RA

RI

A

PA

RK

W

AY

D

EN

VE

R, C O

3.

0.

W W

W .P

LU

M

M

ER

.C O

M

TRIM EX. TANK INLET STANDPIPE

TO INVERT ELEVATION = 9247.83'

REF. C-007

REMOVE AND DISPOSE OF

EX. PIPE PENETRATION OUT

BUILDING

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MH

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MH

AutoCAD SHX Text

MH

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MH

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MH

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MH

OHE

OHE

OHE

OHE

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

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8/

:5

PM

C

U se rs

\r pe m be rt on

\D C\

AC

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A ss oc ia te s\

-0

-0 2_

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\P ro je ct

F ile s\ Pl um m er \S he et s\

CI

VI

L\

C-

3.

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AV

ED

: 6 /2

7/

:1

PM

S

AV

ED

B Y:

R pe m be rt on

U

SE

R:

P em be rt on

, R on

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

A U

RA

RI

A

PA

RK

W

AY

D

EN

VE

R, C O

3.

0.

W W

W .P

LU

M

M

ER

.C O

M

C-003

HO

RI

ZO

N

TA

L

CO

N

TR

O

L

PL

AN

CI

VI

L

EX. WATER

TREATMENT FACILITY

FF 9270.00

PROPERTY LINE

1.5 MG

EX. WATER STORAGE TANK

BOTTOM EL 9233.00

HWL 9271.60

EX. ANALYTICAL

OUT-BUILDING

N

GRAPHIC SCALE : 1" = 10'

5 2010010 000

TANK232848789.7671656733.809

CP-GREEN-REPL2848921.4751656830.819

CONTROL POINT/BENCHMARK TABLE

DESCRIPTIONEASTINGNORTHING

NOTES:

1. LOCATIONS OF EXISTING STRUCTURES APPURTENANCES BASED ON FIELD SURVEY

AND/OR HISTORICAL RECORD DRAWINGS. SURVEY WAS TAKEN BY GORTON SCOTT

SURVEYING, JULY 2023. SITE WORK BY OTHERS SINCE FIELD SURVEY WAS

COMPLETED AND SITE CONDITIONS MAY BE DIFFERENT THAT SHOWN IN SURVEY.

CONTRACTOR TO LOCATE AND AND FIELD VERIFY EXISTING GRADE AND

INFRASTRUCTURE PRIOR TO COMMENCING WORK.

2. BENCHMARKS FOR THIS PROJECT ARE SHOWN AND DESCRIBED THROUGHOUT THE

PLANS. CONTRACTOR SHALL FIELD LOCATE NECESSARY BENCHMARKS AT

COMMENCEMENT OF CONSTRUCTION. THOSE BENCHMARKS WITHIN THE

CONSTRUCTION AREA SHALL BE OFFSET AND PRESERVED FOR USE DURING

CONSTRUCTION, BY CONTRACTOR.

3. BEARINGS ARE BASED ON TOWN OF DILLON DATUM

T.O.D. POINT 342 TO T.O.D. POINT 243 = N 13°35'25" E, 265.40'

9269.96

9281.53

ELEVATION (FT)POINT #

CP 2

CP 3

GSS-GATE2848591.8841656701.032 9225.69CP 4

242GSS2848525.4901656624.700 9214.50CP 242

243GSS2848587.8521656882.664 9229.65CP 243

EX. MH 1

(ABANDONED)

EX. MH 6

RIM = EL 9226.36

8" IN EAST = 9220.56

6" PVC IN NE = 9221.76

8" PVC OUT SW = 9220.61

EX. ELEC. MH 5

(ABANDONED)

EX. MH 4

(ABANDONED)

CLEARWELL NO. 2 ANALYTICAL BUILDING

REF. A-001

CP 2

CP 3

CP 4

CP 242

CP 243

EX. WEIR MANHOLE

RIM = 9270.83

INV IN 6" = 9262.67

INV OUT 12" = 9262.43

J.PAIZ

R.PEMBERTON

M.DAHM

P.OBRIEN

EX. MH 2

RIM = 9269.80

INV IN (N) 24" = 9256.34

INV OUT (W) 24" = 9254.95

EX. MH 3

RIM = 9270.77

INV IN (N) 24" = 9259.92

INV OUT (W) 24" = 9258.12

EX. 0.4 MG WELDED STEEL

WATER STORAGE TANK

NEW CLEARWELL NO. 2

BOT EL 9239.80

HWL 9271.90

EDGE OF EX.

ASPHALT DRIVEWAY

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MH

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MH

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MH

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MH

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MH

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MH

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

SD

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

OHE

SS

SS

SS

SS

SS SS SS SS SS SS SS

SS

SS

SS

SS SS SS SS SS SS SS SS SS

SS

SS

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

PW

UE UE

UE UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE

UE UE UE

UE

UE

UE

0+00

1+00

0+00

0+22

POINT TABLE

POINT #

NORTHING

1656743.89

1656743.89

1656731.89

1656731.89

1656752.32

1656728.66

EASTING

2848700.29

2848714.29

2848714.29

2848700.29

2848717.38

2848689.26

DESCRIPTION

BLDG NW CORNER

BLDG NE CORNER

BLDG SE CORNER

BLDG SW CORNER

10" CAP DIP MJ

10" CAP DIP MJ

DR

DR

DR

DR

DR

DR

DR

DR

12"∅ 11.25° BEND

STA 0+82.22

N 1656756.68 E 2848747.44

12"∅ 22.5° BEND

STA 0+47.09

N 1656753.03 E 2848782.39

12"∅ 22.5° BEND

STA 0+89.26

N 1656756.12 E 2848740.42

BEGIN 12/FIL/DIP

STA 0+00.00

N 1656733.64 E 2848824.11

END 12/FIL/DIP

STA 1+30.20

N 1656737.51 E 2848703.96

12"∅ 45° BEND

STA 0+04.00

N 1656732.51 E 2848820.27

TRENCH DAM

STA 0+42.60

N 1656750.90 E 2848786.33

12"∅ 22.5° BEND

STA 0+14.83

N 1656749.01 E 2848692.01

12" GATE VALVE

END 12/FW/DIP

STA 0+21.54

N 1656754.78 E 2848688.59

BEGIN 4/D/PVC

STA 0+00.00

N 1656735.88 E 2848702.29

4"∅ 45° BEND

STA 0+10.67

N 1656737.56 E 2848691.75

END 4/D/PVC

STA 1+19.41

N 1656673.73 E 2848603.72

12"x10"x12" TEE

BEGIN 10/FW/DIP

STA 0+00.00

N 1656743.93 E 2848698.91

10"∅ 22.5° BEND

STA 0+10.32

N 1656735.62 E 2848692.79

END 10/FW/DIP

STA 0+45.29

N 1656715.75 E 2848664.02

BEGIN 12/FW/DIP

STA 0+00.00

N 1656740.21 E 2848703.96

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

/2

8/

2:

P M

C

U se rs \r pe m be rt on \D

C\

AC

CD

oc s\ Pl um m er A ss oc ia te s\

-0

-0

2_ Di llo n_

CT

\P ro je ct F ile s\

Pl um m er

\S he et s\

CI

VI

L\ C-

4_

C-

5_ C-

6.

dw g

S

AV

ED

: 6

/2 8/

1:

A

M S

AV

ED

B Y:

R pe m be rt on

U

SE

R:

P em be rt on

, R on

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

A U

RA

RI

A

PA

RK

W

AY

D

EN

VE

R, C O

3.

0.

W W

W .P

LU

M

M

ER

.C O

M

NOTES:

1. REFER TO C-007 AND C-008 FOR TANK DEMOLITION AND MODIFICATION DESIGN.

2. PROVIDE TEMPORARY AND PROPER DRAINAGE SURFACE AND EROSION CONTROL

BMP'S UNTIL FINAL GRADING HAS BEEN COMPLETED.

3. FINAL FINISHED GRADING TO MATCH EXISTING ORIGINAL FINISHED GRADE.

4. CONTRACTOR TO EXERCISE EXTREME CAUTION WORKING NEAR AND UNDER

EXISTING OVERHEAD ELECTRIC LINES.

5. CONCRETE ENCASE ALL PIPING UNDER ANALYTICAL OUT-BUILDING PER DETAIL

4/S-004.

6. CONTRACTOR TO TAKE PRECAUTIONARY MEASURES PROTECTING THE EXISTING

WATER TANK FROM HOT FLYING DEBRIS. PROVIDE ADEQUATE PROTECTION TO

AVOID SPARKS FROM GRINDERS, TORCHES, AND OTHER EQUIPMENT THAT COULD

CAUSE DAMAGE TO THE TANK EXTERIOR DURING REHABILITATION OF THE

CLEARWELL TANK.

7. EXTENTS OF INSULATION SHOWN SCHEMATICALLY. INSULATE ALL PIPING WITH

FINAL BURIAL DEPTH LESS THAN 8 FEET PER DETAIL 2 C-901.

8. REMOVE AND REPLACE 24" STORM DRAIN REINFORCED CONCRETE PIPE AS

NECESSARY FOR NEW WATER LINE CONSTRUCTION. STORM DRAIN REMOVAL

TIMING TO BE COORDINATED WITH OWNER AND REPLACEMENT TIME MINIMIZED.

C-004

PR

O

PO

SE

D

YA

RD

P

IP

IN

G

PL

AN

CI

VI

L

EXIST WATER

TREATMENT FACILITY

FF ±9270.00

EDGE OF EXIST

WTP ACCESS ROAD

EX. 24" RCP

STORM DRAIN

REFER TO C-015 FOR PIPE

PENETRATION AND PIPE

MODIFICATIONS ON INTERIOR

OF CLEARWELL NO. 1

CLEARWELL NO.2 ANALYTICAL BUILDING

REF. C-014

1.5 MG

EXISTING WATER STORAGE TANK

BOTTOM EL ±9233.00

HWL ±9271.10

SEE NOTE 6

BURIED PIPE INSULATION

SEE NOTE 7

EX. ANALYTICAL

BUILDING

N

GRAPHIC SCALE : 1" = 10'

5 2010010 000

TO TOWN OF DILLON

DISTRIBUTION SYSTEM.

J.PAIZ

R.PEMBERTON

M.DAHM

P.OBRIEN

EXISTING CLEARWELL NO.1

BELOW GRADE CONCRETE BASIN

SEE NOTE 8

EX. 0.4 MG WELDED STEEL

WATER STORAGE TANK

NEW CLEARWELL NO. 2

BOT EL 9239.80

HWL 9271.90

SEE NOTE 1

SAWCUT EXISTING PAVEMENT.

REPAIR PER DETAIL 4, C-901.

EX. 6" 0.4MG TANK DRAIN PIPING

ALIGNMENT AND ELEVATION DATA

NOT AVAILABLE. CONTRACTOR TO

USE CAUTION DURING

EXCAVATION FOR 4/D/PVC

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12in FILTERED WATER PROFILE

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

-0+10 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40

ST

A

0+

.5

TR

EN

CH

D

AM

C

L

-19.89%

-66.82%

-19.41%

-41.87% -0.34%

PO

B

ST

A

-0 +0

0.

" D

IP

CL

E L

.4

PO

E

ST

A

1+

.2

° B

EN

D

VE

RT

CL

E L

.5

VP

I S

TA

+0 5.

.2 5°

B

EN

D

VE

RT

CL

E

L

.4

VP

I S

TA

+4 9.

.5 ° B

EN

D

VE

RT

CL

E L

.8

ST

A

0+

.5

EX

. 2

RC

P

ST

O

RM

D R

IN

V

EL

9.

VP

I S

TA

+2 6.

.5 ° B

EN

D

VE

RT

CL

E L

.4

ST

A

0+

.1

EX

. 2

RC

P

ST

O

RM

D R

IN

V

EL

4.

VP

I S

TA

+0 9.

.2 5°

B

EN

D

VE

RT

CL

E

L

.0

VP

I S

TA

+1 8.

.5 ° B

EN

D

VE

RT

CL

E L

.5

VP

I S

TA

+0 4.

° B

EN

D

RT

CL

E L

.4

VP

I S

TA

+4 7.

.5 ° B

EN

D

LT

CL

E

L

.3

VP

I S

TA

+8 2.

.2 5°

B

EN

D

LT

CL

E L

.4

VP

I S

TA

+8 9.

.5 ° B

EN

D

LT

CL

E

L

.0

10in FINISHED WATER PROFILE

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

-0+10 0+00 0+20 0+40 0+60

PO

B

ST

A

-0 +0

0.

RE

D.

T

EE

0"

B

RA

N

CH

CL

E

L

.4

PO

E

ST

A

0+

.2

CO

N

N

EC

T

TO

E X.

0"

G V

CL

E

L

.4

RE

F.

N

O

TE

PO

B

ST

A

0+

.3

.5

° B

EN

D

LT

CL

E L

.4

12in PLANT WATER PROFILE

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

-0+10 0+00 0+20 0+40 0+45

PO

B

ST

A -0

+0 0.

° B

EN

D

VE

RT

CL

E

L

.4

VP

I S

TA

+0 3.

.5 ° B

EN

D

VE

RT

CL

E L

.1

VP

I S

TA

+1 9.

.5 ° B

EN

D

VE

RT

CL

E L

.5

ST

A

0+

.5

CE

N

TE

R

O F

" G

V

CL

E L

.5

PO

E

ST

A

0+

.7 3±

CO

N

N

EC

T

TO

EX

. 1

2/

FW

/D

IP

CL

E

L

.5

RE

F.

N

O

TE

PI

S

TA

+0 6.

TE

E

BR

AN

CH

L T.

CL

E

L

.8

VP

I S

TA

+1 4.

.5 ° B

EN

D

RT

CL

E

L

.3

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

/2

8/

2:

P M

C

U se rs \r pe m be rt on \D

C\

AC

CD

oc s\ Pl um m er A ss oc ia te s\

-0

-0

2_ Di llo n_

CT

\P ro je ct F ile s\

Pl um m er

\S he et s\

CI

VI

L\ C-

4_

C-

5_ C-

6.

dw g

S

AV

ED

: 6

/2 8/

1:

A

M S

AV

ED

B Y:

R pe m be rt on

U

SE

R:

P em be rt on

, R on

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

A U

RA

RI

A

PA

RK

W

AY

D

EN

VE

R, C O

3.

0.

W W

W .P

LU

M

M

ER

.C O

M

C-005

PR

O

PO

SE

D

YA

RD

P

IP

IN

G

PR

O

FI

LE

S

CI

VI

L

12/FIL/DIP

EX. WATER

TREATMENT FACILITY

EX. GRADE

10/FW/DIP

EX. GRADE

INSULATE PIPING WITH

LESS THAN 6' OF COVER

J.PAIZ

R.PEMBERTON

M.DAHM

P.OBRIEN

CLEARWELL NO.2

ANALYTICAL BUILDING

REF. C-013

EX. GRADE

CLEARWELL NO.2

ANALYTICAL BUILDING

REF. C-013

EX. FW

STORAGE TANK

NOTES:

1. CONTRACTOR TO FIELD VERIFY

LOCATION AND DEPTH OF EX.

PIPING TO BE CONNECTED TO

AND NOTIFY ENGINEER OF ANY

CONFLICT PRIOR TO

CONSTRUCTION.

2. AT LOCATIONS WHERE

CONTRACTOR IS TO CONNECT

TO EXISTING PIPELINES AND

MATERIAL IS SPECIFIED AS STEEL

OR DIP, CONTRACTOR SHALL

COORDINATE CONNECTION

WITH EX. PIPE TO PROVIDE

MECHANICALLY RESTRAINED

JOINT.

3. CONNECTIONS BETWEEN

DISSIMILAR METALS TO BE

DIELECTRICALLY INSULATED.

4in SAN DRAIN PROFILE

HORIZ. SCALE: 1" = 5'

VERT. SCALE: 1" = 5'

-0+05 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+30

PO

B

ST

A

0+

.0

° B

EN

D

VE

RT

IN

V

EL

4.

VP

I S

TA

+4 6.

.2 5°

B

EN

D

VE

RT

IN

V

EL

3.

VP

I S

TA

+0 0.

.2 5°

B

EN

D

VE

RT

IN

V

EL

2.

RE

F.

N

O

TE

PO

E

ST

A

1+

.4

CO

N

N

EC

T

TO

E X.

M H

IN

V

EL

1.

RE

F.

N

O

TE

VP

I S

TA

+1 0.

° B

EN

D

LT

IN

V

EL

4.

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

/2

8/

2:

P M

C

U se rs \r pe m be rt on \D

C\

AC

CD

oc s\ Pl um m er A ss oc ia te s\

-0

-0

2_ Di llo n_

CT

\P ro je ct F ile s\

Pl um m er

\S he et s\

CI

VI

L\ C-

4_

C-

5_ C-

6.

dw g

S

AV

ED

: 6

/2 8/

1:

A

M S

AV

ED

B Y:

R pe m be rt on

U

SE

R:

P em be rt on

, R on

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

DATE:

COLORADO P.E. NO.

NICHOLAS E TOUSSAINT

34211

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

A U

RA

RI

A

PA

RK

W

AY

D

EN

VE

R, C O

3.

0.

W W

W .P

LU

M

M

ER

.C O

M

C-006

PR

O

PO

SE

D

YA

RD

P

IP

IN

G

PR

O

FI

LE

S

II

CI

VI

L

J.PAIZ

R.PEMBERTON

M.DAHM

P.OBRIEN

CLEARWELL NO.2

ANALYTICAL

BUILDING

REF. C-013

-20.4%

EX. GRADE

-1.9%

-2.5%

NOTES:

1. NEW PIPE PENETRATION PER DETAIL 2 C-903.

4/D/PVC

4in DRAIN PROFILE

PARTIALLY REMOVE AND

DISPOSE OF EX. TANK

INLET STANDPIPE

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

/2

8/

:5

PM

C

U se rs

\jp ai z\ Ap pD at a\ Lo ca l\A ut od es k\

Au to

CA

D

Pl an t 3 D\

Co lla bo ra tio nC ac he

\T ow n of

D ill on C

T\ O rt ho s\

DW

Gs \C

-0

T

AN

K

DE

M O

.d w g S

AV

ED

: 6 /2

7/

:4

AM

S

AV

ED

B Y:

Jp ai z U

SE

R:

P ai z, Ju lia n

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

F

LO

RI

DA

R D, S U

IT

E

C2

D

U

RA

N

GO

, C O

0.

7.

T

BP

E

RE

GI

ST

ER

ED

F

IR

M N

U M

BE

R

F-

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 28, 2024

C-007

0.

4M

G

TA

N K

SE

LE

CT

IV

E

DE

M O

LI

TI

O N

CI

VI

L

N

PHOTO 4

SCALE: NTS

TANK SIDESHELL

PHOTO 1

SCALE: NTS

TANK ROOF

NOTES:

1. CONTRACTOR SHALL COMPLETELY REMOVE TANK INTERIOR LINING SYSTEM TO BARE

METAL (NOT PICTURED). REFERENCE SECTION 33 01 11 FOR ADDITIONAL DEMOLITION

REQUIREMENTS.

2. CONTRACTOR TO REMOVE AND DISPOSE OF ALL EXISTING TANK INSULATION MATERIAL IN

ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REQUIREMENTS.

3. ALL FIELD CUTTING OF STEEL TANK SIDE SHELL AND ROOF SHALL BE BY PLASMA CUTTING

TYPE EQUIPMENT.

4. CONTRACTOR SHALL PROTECT ALL ADJACENT STRUCTURES AND SURROUNDINGS FROM

DAMAGE BY DEMOLITION ACTIVITY.

PHOTO 2

SCALE: NTS

TANK ROOF

PHOTO 5

SCALE: NTS

TANK SIDESHELL

REMOVE, DISPOSE OF, AND

REPLACE EX. TANK VENT

REMOVE, DISPOSE OF, AND

REPLACE EX. TANK

PERSONNEL HATCH

REMOVE AND DISPOSE OF

EX. TANK SIDE WALL PIPING

EX. ACCESS LADDER AND

SAFETY GUARD RAILING

TO REMAIN

REMOVE, DISPOSE OF, AND

REPLACE EX. TANK

PERSONNEL HATCH

REMOVE AND DISPOSE OF

EX. TANK INSULATION SYSTEM

TO BARE STEEL

(TYP ENTIRE TANK EXTERIOR)

J.PAIZ

J.PAIZ

K.FEARNEY

P.OBRIEN

PHOTO KEY

SCALE: NTS

SITE PLAN

REMOVE AND DISPOSE OF

EX. OUT BUILDING

REMOVE, DISPOSE OF, AND

REPLACE EX. TANK

OVERFLOW SYSTEM

PHOTO 3

SCALE: NTS

TANK EXTERIOR

PHOTO 6

SCALE: NTS

TANK INTERIOR

EX. 1.5 MG TANK

EX. 0.4 MG TANK

12/FW/DIP

TO DISTRIBUTION STORAGE TANK

REF. C-004 FOR CONTINUATION

12/FIL/DIP

FROM TREATMENT FACILITY

REF. C-004 FOR CONTINUATION

FLOOR PLAN

SCALE: 3/16"=1'-0"

12/FIL/STL

CLEAWELL INLET

12/FW/STL

OUTLET STANDPIPE

CLEARWELL NO.2 ANALYTICAL BUILDING

REF. STRUCTURAL AND ARCHITECTURAL DRAWINGS

CENTER SUPPORT

COLUMN

REPLACE EXISTING

TANK OVERFLOW PIPE AND TANK SIDE WALL

MOUNTED PIPE SUPPORTS WITH NEW

REPLACE EXISTING OVERFLOW

WEIR BOX WITH NEW

MIN 4'-0" TOTAL WEIR LENGTH

TANK FLOOR MOUNTED

PIPE SUPPORT

TYP, REF. NOTE 5

ROOF PLAN

SCALE: 3/16"=1'-0"

INSTALL NEW 6"

INSTRUMENTATION

NOZZLE

REPLACE EXISTING ROOF

PERSONNEL HATCH WITH NEW

REPLACE EXISTING

TANK VENT WITH NEW

3'-0" CLR.

R = 23'-0"

C-008

CL

EA

RW

EL

L N

O .2

M O

DI

FI

CA

TI

O N

P

LA

N

CI

VI

L

J.PAIZ

J.PAIZ

K.FEARNEY

P.OBRIEN

N

GENERAL NOTES:

1. CONTRACTOR TO PROTECT ALL ADJACENT STRUCTURES AND SURROUNDINGS

FROM DAMAGE BY CONSTRUCTION PRACTICES INCLUDING BUT NOT LIMITED TO

FIELD CUTTING AND WELDING.

2. ALL FIELD CUTTING OF STEEL TANK SHELL AND ROOF SHALL BE BY PLASMA TYPE

CUTTING EQUIPMENT UNLESS OTHERWISE INDICATED.

3. REFER TO SECTION 43 01 40.19 FOR ADDITIONAL TANK MODIFICATION

REQUIREMENTS.

4. REFER TO SECTION 09 97 13.24 FOR BARE STEEL SURFACE PREPARATION,

PROTECTION, AND COATING REQUIREMENTS.

5. All IN-TANK PIPE SUPPORTS SHOWN SCHEMATICALLY. CONTRACTOR TO TO SUBMIT

PIPE SUPPORT DETAIL PLAN INCLUDING DESIGN, QUANTITY, LOCATION, AND

MATERIAL FOR OWNER/ENGINEER REVIEW AND APPROVAL. IN-TANK PIPE

SUPPORT DESIGN SHALL MEET THE GENERAL REQUIREMENTS OF SECTION 40 05 07.

6. WHERE INDICATED TANK DETAILS OFFERED FOR REFERENCE. AWWA D100

STANDARDS SHALL GOVERN TANK APPURTENANCE DESIGN. CONTRACTOR TO

SUBMIT TANK REHABILITATION SHOP DRAWINGS FOR OWNER/ENGINEER REVIEW

AND APPROVAL.

A C-

C-009

C-010

C-010

EX. PERSONNEL ACCESS HATCH

TO REMAIN UN-MODIFIED

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

/2

7/

:4

AM

C

U se rs

\jp ai z\ Ap pD at a\ Lo ca l\A ut od es k\

Au to

CA

D

Pl an t 3 D\

Co lla bo ra tio nC ac he

\T ow n of

D ill on C

T\ O rt ho s\

DW

Gs \C

-0

T

AN

K M

O D

PL

AN

.d w g S

AV

ED

: 6 /2

7/

:4

AM

S

AV

ED

B Y:

Jp ai z U

SE

R:

P ai z, Ju lia n

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

F

LO

RI

DA

R D, S U

IT

E

C2

D

U

RA

N

GO

, C O

0.

7.

T

BP

E

RE

GI

ST

ER

ED

F

IR

M N

U M

BE

R

F-

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 27, 2024

REPLACE EX. TANK SIDE WALL

PERSONNEL HATCH WITH NEWC-011

PATCH ABANDONED TANK

SIDE WALL PENETRATION

C-009

ASSEMBLY FLANGES

(TYP)

C-012

C-012

REPLACE EX. TANK SIDE WALL

PERSONNEL HATCH WITH NEWC-011

EXISTING 0.4MG WELDED STEEL

WATER STORAGE TANK

NEW CLEARWELL NO.2

A C-

EXISTING 0.4MG WELDED STEEL

WATER STORAGE TANK

NEW CLEARWELL NO.2

CLEARWELL NO.2 ANALYTICAL BUILDING

REF. STRUCTURAL AND ARCHITECTURAL DRAWINGS

EX. PERSONNEL ACCESS HATCH

TO REMAIN UN-MODIFIED

10/FW/DIP

TO DISTRIBUTION

REF. C-004 FOR CONTINUATION

TANK FLOOR MOUNTED

PIPE SUPPORT

TYP, REF. NOTE 5

REPLACE EXISTING

TANK OVERFLOW PIPE AND TANK SIDE WALL

MOUNTED PIPE SUPPORTS WITH NEWC-012

C-009

CL

EA

RW

EL

L N

O .2

T

AN

K M

O

DI

FI

CA

TI

O

N S

EC

TI

O N

CI

VI

L

J.PAIZ

J.PAIZ

K.FEARNEY

P.OBRIEN

12/FW/DIP

TO DISTRIBUTION STORAGE TANK

REF. C-004 FOR CONTINUATION

12/FIL/DIP

FROM TREATMENT FACILITY

REF. C-004 FOR CONTINUATION

12/FIL/STL

CLEARWELL INLET

12/FW/STL

OUTLET STANDPIPE

EX. CENTER SUPPORT

COLUMN, RAFTERS

AND STRUCTURAL SUPPORT

MEMBERS TO REMAIN

A C-007

SECTION

SCALE: 1/4"=1'-0"

INV. EL. ±9271'-11"

INV. EL. 9269'-4"

FF EL. ±9239'-10"

℄EL. 9241'-8"

↑ STEEL PIPE

↓ DUCTILE IRON PIPE

Dwg.

No.

Seq.

RE

VI

SI

O

N

BY

DA

TE

N O

TO

W

N O

F

DI

LL

O

N

DI

SI

N

FE

CT

IO

N

C O

N

TA

CT

T

IM

E

(C T)

IM

PR

O

VE

M

EN

TS

DESIGNED

CHECKED

REVIEWED

DRAWN

PR

IN

TE

D:

/2

7/

:4

AM

C

U se rs

\jp ai z\ Ap pD at a\ Lo ca l\A ut od es k\

Au to

CA

D

Pl an t 3 D\

Co lla bo ra tio nC ac he

\T ow n of

D ill on C

T\ O rt ho s\

DW

Gs \C

-0

T

AN

K M

O D

SE

CT

IO

N

.d w g S

AV

ED

: 6 /1

3/

:4

PM

S

AV

ED

B Y:

Jp ai z U

SE

R:

P ai z, Ju lia n

4126-004-02

IF THIS BAR DOES NOT

MEASURE ONE INCH,

DRAWING IS NOT TO

LABELED SCALE

F

LO

RI

DA

R D, S U

IT

E

C2

D

U

RA

N

GO

, C O

0.

7.

T

BP

E

RE

GI

ST

ER

ED

F

IR

M N

U M

BE

R

F-

DATE:

COLORADO P.E. NO. 43232

KELLY FEARNEY

THESE DOCUMENTS ARE

INTENDED FOR BIDDING

PURPOSES ONLY.

June 27, 2024

TANK SIDE WALL MOUNTED

PIPE SUPPORT

TYP, REF. NOTE 5

ASSEMBLY FLANGE

TYP

STEEL 12x20

CONCENTRIC REDUCER

INSTALL NEW 6"

INSTRUMENTATION

NOZZLE

REPLACE EX. ROOF

PERSONNEL HATCH

WITH NEW

REPLACE EX.

TANK VENT WITH NEW

C-010

C-010

C-009

REPLACE EXISTING OVERFLOW

WEIR BOX WITH NEW

MIN 4'-0" TOTAL WEIR LENGTH

SEE NOTE 7

C-012

GENERAL NOTES:

1. CONTRACTOR TO PROTECT ALL ADJACENT STRUCTURES AND SURROUNDINGS

FROM DAMAGE BY CONSTRUCTION PRACTICES INCLUDING BUT NOT LIMITED TO

FIELD CUTTING AND WELDING.

2. ALL FIELD CUTTING OF STEEL TANK SHELL AND ROOF SHALL BE BY PLASMA TYPE

CUTTING EQUIPMENT UNLESS OTHERWISE INDICATED.

3. REFER TO SECTION 43 01 40.19 FOR ADDITIONAL TANK MODIFICATION

REQUIREMENTS.

4. REFER TO SECTION 09 97 13.24 FOR BARE STEEL SURFACE PREPARATION,

PROTECTION, AND COATING REQUIREMENTS.

5. All IN-TANK PIPE SUPPORTS SHOWN SCHEMATICALLY. CONTRACTOR TO TO SUBMIT

PIPE SUPPORT DETAIL PLAN INCLUDING DESIGN, QUANTITY, LOCATION, AND

MATERIAL FOR OWNER/ENGINEER REVIEW AND APPROVAL. IN-TANK PIPE

SUPPORT DESIGN SHALL MEET THE GENERAL REQUIREMENTS OF SECTION 40 05 07.

6. WHERE INDICATED, TANK DETAILS OFFERED FOR REFERENCE. AWWA STANDARDS

SHALL GOVERN TANK APPURTENANCE DESIGN. CONTRACTOR TO SUBMIT TANK

REHABILITATION SHOP DRAWINGS FOR OWNER/ENGINEER REVIEW AND APPROVAL

PRIOR TO FABRICATION.

7. OVERFLOW WEIR INVERT ELEVATION SHOWN BASED…