2025-07-14_PCWRA Review Set - Reduced.pdf

PDF 19 MB Posted Jul 14, 2025

Attached to: Reuse Reservoir Rehabilitation and Reuse Pump Station Project
Solicitation number: 2025-2
Issued by: Douglas County, Colorado

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Addendum 1 Question Responses.pdf	PDF	Jul 14, 2025
2025-07-14_PCWRA Specifications Review Set - R_F.pdf	PDF	Jul 14, 2025

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NEW MEXICO

WYOMING NEBRASKA

OKLAHOMA

TEXAS

KAN

SAS

N A

FORT

COLLINS

DENVER

COLORADO

SPRINGS

PUEBLO

DOUGLAS

COUNTY

EL PASO COUNTYTELLER COUNTY

ARAPAHOE COUNTY

ELBER

T C

O U

CASTLE ROCK

PARKER

HIGHLANDS

RANCH

LITTLETON

SEDALIA

REUSE RESERVOIR REHABILITATION

AND REUSE PUMP STATION PROJECT

ISSUED FOR BID

GEI PROJECT NO. 2002972

JULY 01, 2025

SITE

SOURCE:

US CENSUS TIGER LINE

SOURCE:

US CENSUS TIGER LINE

SOURCE:

USDA NATIONAL AGRICULTURE IMAGERY PROGRAM

THIS DOCUMENT, AND THE IDEAS AND DESIGNS INCORPORATED

HEREIN, IS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE

PROPERTY OF GEI CONSULTANTS AND IS NOT TO BE USED, IN WHOLE

OR IN PART, FOR ANY OTHER PROJECT WITHOUT THE WRITTEN

AUTHORIZATION OF GEI CONSULTANTS.

STATE MAP

(NOT TO SCALE)

COUNTY MAP

(NOT TO SCALE)

SITE LOCATION MAP

(NOT TO SCALE)

PREPARED FOR:

PLUM CREEK WATER RECLAMATION AUTHORITY

4255 N. US HIGHWAY 85

CASTLE ROCK, CO 80108

(303)688-1991

Consultants

PREPARED BY:

GEI CONSULTANTS, INC.

4601 DTC BOULEVARD

SUITE 325

DENVER, CO 80237

(303)662-0100

REUSE RESERVOIR

BUILDING 4

REUSE PUMP

STATIONBUILDING 6

AERATION BLOWER

BUILDING

SHEET CODE

SHEET NO.

00-G-01

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co m

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St or ag e\

W or ki ng

M C

K W

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/1 /2

P M

HIGHWAY 85

Issued for Bid

CONSTRUCTION

ACCESS

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REUSE RESERVOIR REHAB AND

NEW REUSE PUMP STATION

DOUGLAS COUNTY, CO

00-G-02

DRAWING INDEX

S. KLAWITTER

P. EGGERS

S. KLAWITTER

M. PROVENCHER

2002972

61410

ISSUED FOR BID MLP07/01/2025

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

Sh ee ts \0

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-0 2_

D R

.d w g

ConsultantsGEI

NO DATE ISSUE/REVISION APP

DISCIPLINE IDENTIFIER

G GENERAL

C CIVIL

S STRUCTURAL

A ARCHITECTURAL

D PROCESS

M MECHANICAL

E ELECTRICAL

I INSTRUMENTATION

STRUCTURE IDENTIFIER

00 GENERAL

01 REUSE RESERVOIR

04 BUILDING 4 (REUSE PUMP STATION)

06 BUILDING 6

SHEET NO. SHEET CODE SHEET NAME

00 - GENERAL SHEETS

001 00-G-01 COVER SHEET

002 00-G-02 DRAWING INDEX

003 00-G-03 GENERAL NOTES, LEGEND, AND ABBREVIATIONS

004 00-G-04 PROCESS MECHANICAL ABBREVIATIONS AND SYMBOLS

005 00-G-05 PROCESS AND INSTRUMENTATION DIAGRAM SYMBOLS LEGEND

006 00-G-06 PROCESS MECHANICAL SYMBOLS LEGEND

007 00-C-01 PIPING AND INSTRUMENTATION STANDARD DETAILS (BID OPTIONS 1 & 2)

008 00-C-02 PIPING AND INSTRUMENTATION STANDARD DETAILS (BID OPTIONS 1 & 2)

009 00-C-03 PIPING AND INSTRUMENTATION STANDARD DETAILS (BID OPTIONS 1 & 2)

010 00-C-04 PIPING AND INSTRUMENTATION STANDARD DETAILS (BID OPTIONS 1 & 2)

011 00-C-05 PIPING AND INSTRUMENTATION STANDARD DETAILS (BID OPTIONS 1 & 2)

012 00-C-06 PLAN OF EXISTING CONDITIONS (BID OPTIONS 1 & 2)

013 00-C-07 SURVEY CONTROL PLAN (BID OPTIONS 1 & 2)

014 00-C-08 OVERALL SITE PLAN (BID OPTIONS 1 & 2)

015 00-B-01 SUBSURFACE INVESTIGATION PLAN AND BORING LOG (BID OPTIONS 1 & 2)

01 - REUSE RESERVOIR

016 01-G-01 REUSE RESERVOIR GENERAL ARRANGEMENT (BID OPTIONS 1 & 2)

017 01-C-01 REUSE RESERVOIR LINER AND DRAINAGE PLAN (BID OPTIONS 1 & 2)

018 01-C-02 REUSE RESERVOIR SECTIONS 1 (BID OPTIONS 1 & 2)

019 01-C-03 REUSE RESERVOIR SECTIONS 2 (BID OPTIONS 1 & 2)

020 01-C-04 REUSE RESERVOIR DETAILS 1 (BID OPTIONS 1 & 2)

021 01-C-05 REUSE RESERVOIR DETAILS 2 (BID OPTIONS 1 & 2)

022 01-C-06 REUSE RESERVOIR AERATION PLAN (BID OPTIONS 1 & 2)

023 01-C-07 REUSE RESERVOIR AERATION SECTIONS (BID OPTIONS 1 & 2)

024 01-C-08 OUTLET PIPING PLAN AND PROFILE 1 (BID OPTIONS 1 & 2)

025 01-C-09 OUTLET PIPING PLAN AND PROFILE 2 (BID OPTION 2)

026 01-C-10 OUTLET PIPING DETAILS 1 (BID OPTIONS 1 & 2)

027 01-C-11 SPOILS DISPOSAL PLAN (BID OPTIONS 1 & 2)

04 - BUILDING 4 (REUSE PUMP STATION)

028 04-G-01 BUILDING 4 GENERAL ARRANGEMENT (BID OPTION 2)

029 04-R-01 EXISTING FERRIC TANK AND BUILDING 4 REMOVAL PLAN (BID OPTION 2)

030 04-C-01 BUILDING 4 EXCAVATION PLAN (BID OPTION 2)

031 04-C-02 DISTRIBUTION PIPELINE PLAN (BID OPTION 2)

032 04-S-01 BUILDING 4 STRUCTURAL NOTES (BID OPTION 2)

033 04-S-02 BUILDING 4 STRUCTURAL NOTES AND DESIGN CRITERIA (BID OPTION 2)

034 04-S-03 BUILDING 4 FOUNDATION PLAN (BID OPTION 2)

035 04-S-04 BUILDING 4 FLOOR PLAN (BID OPTION 2)

036 04-S-05 BUILDING 4 ROOF PLAN (BID OPTION 2)

037 04-S-06 BUILDING 4 SECTIONS 1 (BID OPTION 2)

038 04-S-07 BUILDING 4 SECTIONS 2 (BID OPTION 2)

039 04-S-08 BUILDING 4 WET WELL PLAN AND SECTIONS (BID OPTION 2)

040 04-S-09 BUILDING 4 STRUCTURAL DETAILS 1 (BID OPTION 2)

041 04-S-10 BUILDING 4 STRUCTURAL DETAILS 2 (BID OPTION 2)

042 04-A-01 BUILDING 4 ELEVATIONS 1 (BID OPTION 2)

043 04-A-02 BUILDING 4 ELEVATIONS 2 (BID OPTION 2)

044 04-A-03 BUILDING 4 DOOR AND WINDOW DETAILS AND SCHEDULES (BID OPTION 2)

045 04-D-01 PUMPING SYSTEM PIPING & INSTRUMENTATION DIAGRAM - UNIT PROCESS 04 (BID OPTION 2)

046 04-D-02 AERATION SYSTEM PIPING & INSTRUMENTATION DIAGRAM - UNIT PROCESS 06 (BID OPTION 2)

047 04-D-03 PIPING AND EQUIPMENT PLANS (BID OPTION 2)

048 04-D-04 PIPING AND EQUIPMENT SECTIONS 1 (BID OPTION 2)

049 04-D-05 PIPING AND EQUIPMENT SECTIONS 2 (BID OPTION 2)

050 04-M-01 BUILDING 4 HVAC AND PLUMBING LEGENDS, CODE NOTES & SCHEDULES (BID OPTION 2)

051 04-M-02 BUILDING 4 HVAC AND PLUMBING DETAILS (BID OPTION 2)

052 04-M-03 BUILDING 4 HVAC AND PLUMBING PLANS (BID OPTION 2)

053 04-E-01 BUILDING 4 ELECTRICAL LEGEND AND NOTES (BID OPTION 2)

054 04-E-02 BUILDING 4 ELECTRICAL FLOOR PLAN (BID OPTION 2)

055 04-E-03 BUILDING 4 ELECTRICAL ONE-LINE DIAGRAM (BID OPTION 2)

056 04-E-04 BUILDING 4 ELECTRICAL SCHEDULES (BID OPTION 2)

057 04-E-05 BUILDING 4 ELECTRICAL COMCHECK (BID OPTION 2)

058 04-I-01 BUILDING 4 CONTROL PANEL LAYOUT (BID OPTION 2)

059 04-I-02 BUILDING 4 CONTROL PANEL WIRING DIAGRAM (BID OPTION 2)

060 04-I-03 BUILDING 4 COMMUNICATIONS (BID OPTION 2)

061 04-I-04 BUILDING 4 FIBER OPTIC LAYOUT (BID OPTION 2)

06 - BUILDING 6

062 06-R-01 BUILDING 6 EXISTING BLOWER REMOVAL (BID OPTION 2)

063 06-D-01 BUILDING 6 PROCESS EQUIPMENT PLAN AND DETAILS (BID OPTION 2)

064 06-E-01 BUILDING 6 ELECTRICAL LEGEND AND NOTES (BID OPTION 2)

065 06-E-02 BUILDING 6 ELECTRICAL FOOR PLAN (BID OPTION 2)

066 06-E-03 BUILDING 6 ELECTRICAL ONE-LINE DIAGRAM (BID OPTION 2)

067 06-I-01 BUILDING 6 CONTROL PANEL LAYOUT (BID OPTION 2)

068 06-I-02 BUILDING 6 CONTROL PANEL WIRING DIAGRAM (BID OPTION 2)

069 06-I-03 BUILDING 6 COMMUNICATIONS (BID OPTION 2)

01-G-01

STRUCTURE IDENTIFIER

DISCIPLINE IDENTIFIER

SHEET REFERENCE NUMBER

DRAWING NUMBER DESIGNATION

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DOUGLAS COUNTY, CO

00-G-03

GENERAL NOTES,

LEGEND,

AND ABBREVIATIONS

ISSUED FOR BID MLP07/01/2025

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

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-0

N O

S, L

, A N

D A

N S.

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/1 /2

ConsultantsGEI

NO DATE ISSUE/REVISION APP

@ = AT

AC = ACRE

AC*FT = ACRE-FEET

ACI = AMERICAN CONCRETE INSTITUTE

AISC = AMERICAN INSTITUTE OF STEEL CONSTRUCTION

APP = APPROVED, APPROVAL

APPROX = APPROXIMATE

ASTM = ASTM INTERNATIONAL

ATV = ALL TERRAIN VEHICLE

AWS = AMERICAN WELDING SOCIETY

BH = BOREHOLE

BO = BOTTOM OF

BOT = BOTTOM

CDOT = COLORADO DEPARTMENT OF TRANSPORTATION

CJ = CONSTRUCTION JOINT

CL, C = CENTERLINE

CLR = CLEAR

COORD = COORDINATE

CNTR, CTR = CENTER

CONT = CONTINUOUS

CP = CONTROL POINT

CTL = CTL THOMPSON, INC.

CTR(D) = CENTER(ED)

CT J = CONTRACTION JOINT

CY = CUBIC YARD

DIA, Ø = DIAMETER

DR = DIMENSION RATIO

DS = DOWNSTREAM

DW = DENVER WATER

DWLS = DOWELS

EA = EACH

EF = EACH FACE

EL, ELEV = ELEVATION

EW = EACH WAY

FT = FEET OR FOOT

GALV = GALVANIZED

H, HORZ, HORIZ = HORIZONTAL

HDG = HOT DIPPED GALVANIZED

HDPE = HIGH-DENSITY POLYETHYLENE

H:V = HORIZONTAL:VERTICAL

IBC = INTERNATIONAL BUILDING CODE

ID = INSIDE DIAMETER

IE = INVERT ELEVATION

IF = INSIDE FACE

INV = INVERT

IS = INLET STRUCTURE

LCE = LENGTH OF COMPRESSION EMBEDMENT

LCS = LENGTH OF COMPRESSION SPLICE

LDH = HOOK DEVELOPMENT LENGTH

LF = LINEAR FOOT

LLDPE = LINEAR LOW-DENSITY POLYETHYLENE

LLV = LONG LEG VERTICAL

LTE = TENSION EMBEDMENT LENGTH

LTS = TENSION LAP SPLICE LENGTH

MAX = MAXIMUM

MECH = MECHANICAL

MFR'S = MANUFACTURER OR MANUFACTURER'S

MIN = MINIMUM

NIC = NOT IN CONTRACT

NO = NUMBER

NTE = NOT TO EXCEED

NTS = NOT TO SCALE

NWS = NORMAL WATER SURFACE

OC = ON CENTER

OD = OUTSIDE DIAMETER

OF = OUTSIDE FACE

OH = OPPOSITE HAND

OPNG = OPENING

OPT = OPTION

OW = OUTLET WORKS

PC = POINT OF CURVATURE

PSI = POUNDS PER SQUARE INCH

PRJ = PROJECTED DISTANCE

PT = POINT OF TANGENCY

R = RADIUS

RB = RESERVOIR BOTTOM

REQ'D = REQUIRED

REINF = REINFORCING

S = SLOPE

SCFM = STANDARD CUBIC FEET PER MINUTE

SCH = SCHEDULE

SIM = SIMILAR

SOG = SLAB ON GRADE

SS = STAINLESS STEEL

SSFT = SELF SINK FEEDER TUBE

STA = STATION

T&B = TOP & BOTTOM

TOW = TOP OF WALL

TP = TEST PIT

TYP = TYPICAL

UNO = UNLESS NOTED OTHERWISE

US = UPSTREAM

USACE = UNITED STATES ARMY CORPS OF ENGINEERS

USFS = UNITED STATES FOREST SERVICE

V, VERT = VERTICAL

VIF = VERIFY IN FIELD

WSE = WATER SURFACE ELEVATION

WT/FT = WEIGHT PER FOOT

W/ = WITH

WS = WATERSTOP

1. SURVEY CONDUCTED USING HORIZONTAL DATUM NAD83 COLORADO STATE PLANE, CENTRAL

ZONE, US FOOT (CO83-NF) AND NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), GEOID12B

(CONUS). SURVEY CONDUCTED USING PHOTOGRAMETRY TECHNIQUES ON 6/30/2020. SURVEY

INFORMATION WAS SUPPLEMENTED WITH TOPOGRAPHIC INFORMATION OBTAINED FROM THE

COLORADO GEODATA CACHE.

2. THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCING WORK.

REPRESENTATIVES FROM THE RESPECTIVE UTILITY COMPANIES MUST BE NOTIFIED IN

ACCORDANCE WITH THE STATE LAW. CALL UNDERGROUND SERVICE ALERT TOLL FREE

1-800-422-4133 TWO WORKING DAYS BEFORE YOU DIG.

3. THE LOCATIONS AND ELEVATIONS OF UNDERGROUND OR EXPOSED EXISTING STRUCTURES AND

UTILITIES ARE NOT WARRANTED TO BE EXACT NOR IS IT WARRANTED THAT ALL UNDERGROUND

OR EXPOSED STRUCTURES AND UTILITIES ARE SHOWN. ALL UNDERGROUND OR EXPOSED

STRUCTURES OR UTILITIES INFORMATION SHALL BE RECORDED BY THE CONTRACTOR AND

INCLUDED IN THE RECORD DRAWINGS.

4. CONTRACTOR IS RESPONSIBLE FOR DESIGN, IMPLEMENTATION, OPERATION, AND MAINTENANCE

OF ALL SEDIMENTATION AND EROSION CONTROL MEASURES DURING CONSTRUCTION.

GENERAL NOTES

SAND EXISTING

EARTH

CONTRACTOR

STAGING AREA

WTR

TOE BALLASTNEW

CONCRETE

A-03

A A-03

A-03

A A-03

DRAWING SCALE

IN UNITS SPECIFIED

DETAIL DESIGNATION

DRAWING NUMBER WHERE THE

SECTION/DETAIL IS SHOWN

SECTION DESIGNATION

DRAWING NUMBER WHERE THE

SECTION/DETAIL IS SHOWN

DETAIL DESIGNATION

DRAWING NUMBER WHERE

DETAIL SECTION IS CALLED OUT

PLAN

PLAN TITLE

SECTION

SECTION NAME

DETAIL

DETAIL NAME

SECTION DESIGNATION

DRAWING NUMBER WHERE

SECTION IS CALLED OUT

MAIN TITLE

MINOR DESIGN CONTOUR

MAJOR DESIGN CONTOUR

MINOR CONTOUR

MAJOR CONTOUR

WORK BOUNDARY

WATER LINE

BORINGS BY OTHERS

BORINGS BY GEI

LINE AND SYMBOL LEGEND ABBREVIATIONS

HATCH LEGEND

SCALE, FEET

50 100

LINER SYSTEM

S. KLAWITTER

P. EGGERS

S. KLAWITTER

M. PROVENCHER

2002972

61410

CHAIN LINK FENCE

D DRAIN

AIR AIR LINE

OHL OVERHEAD ELECTRIC

RAILROAD

HIGHWAY CENTERLINE

STM STORM SEWER

? UNKNOWN BURIED UTILITY

U/E BURIED ELECTRIC

jonhor4297 Text Box

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MarPro2144

B/ BOTTOM OF

BFP

DIP

DWG

ECC

ELL

FCA

FLG

GALV

HWL

INV

LWL

BLIND FLANGE

BACKFLOW PREVENTER

CENTERLINE

CLEAN OUT

DEGREE

DUCTILE IRON PIPE

DRAWING

ECCENTRIC

ELEVATION

ELBOW

FLANGE

FLOOR

GALVANIZED

HIGH WATER LEVEL

INSIDE DIAMETER

FLANGED COUPLING ADAPTER

INVERT

LONG RADIUS

LOW WATER LEVEL

MAXIMUM

MANUFACTURER

MINIMUM

MECHANICAL JOINT

NUMBER

NOT TO SCALE

ON CENTER

OUTSIDE DIAMETER

MAX

MFR

MIN

NTS

P&ID

POLYVINYL CHLORIDE

REDUCER

SHORT RADIUS

STAINLESS STEEL

STEEL

TOP OF

TYPICAL

PCP

PVC

RCP

RED

SST

STL

TYP

PROCESS AND INSTRUMENTATION DIAGRAM

PRESTRESSED CONCRETE PIPE

REINFORCED CONCRETE PIPE

WL WATER LEVEL

INSTRUMENT IDENTIFICATION

PIPE IDENTIFICATION

EXAMPLE:

10"-PE-PVC-1/4"

LINE LEGEND

VALVE SYMBOLS

GATE

KNIFE GATE

ECCENTRIC PLUG

LUBRICATED PLUG

BUTTERFLY

BALL

VEE-BALL

GLOBE

PINCH

NEEDLE

V V

SWING CHECK

BALL CHECK

SPLIT DISC CHECK

PRESSURE CONTROL

SEAT PORT

REGULATED SIDE REGULATED SIDE

AIR RELEASE AND

VACUUM RELIEF

HOSE BIBB

HP HIGH POINT

LP LOW POINT

W/O WITHOUT

DOUBLE LINE SINGLE LINE TYPE

K K

DIAPHRAGM

SOLENOID

MUD (SHOWN IN TANKS

& OPEN CHANNELS)

CONT CONTINUATION

CPVC CHLORINATED POLYVINYL CHLORIDE

DIAMETER DIA

EXPANSION EXP

STANDARD STD

YR YEAR

AVG AVERAGE

DEG or °

EXIST EXISTING

ABBREVIATIONS

DECHLORINATED FINAL EFFLUENT

CHLORINATED FINAL EFFLUENT

FILTER BACKWASH WASTE WATER

NATURAL GAS G

LUBE OIL DIRTY

HYDRAULIC FLUID

LUBE OIL CLEAN

LIME DRY

HEATING WATER SUPPLY

HEATING WATER RETURN

HYDROGEN PEROXIDE

GRAVITY THICKENED SLUDGE

GREASE

GRIT SLURRY

LOD

LOC

HWS

HWR

GTS

GRS

GR GRIT

DEWATERED SLUDGE

FINISHED WATER

DIGESTED SLUDGE

FILTER INFLUENT

FINAL CLARIFIER INFLUENT

FINAL CLARIFIER EFFLUENT

FILTER EFFLUENT

FINAL CLARIFIER SCUM

FERRIC CHLORIDE

FLY ASH

FILTRATE

DIGESTER GAS

DECANT

FCS

FCI

FCE

DWS

DFE

DCT

BASIN DRAIN BD

COOLING WATER SUPPLY

COOLING WATER RETURN

COOLING WATER

CHLORINE SOLUTION

CARBON SLURRY

CENTRATE

LIQUID CHLORINE

CHEMICAL SLUDGE

CHLORINE GAS-VACUUM

CHLORINE GAS-PRESSURE

BYPASS

BACKWASH SUPPLY

BELT PRESS WASH WATER

CWS

CWR

CRS

CNT

DRAIN

CHS

CGV

CFE

BYP

BWS

BPW

AMMONIA GAS-PRESSURE

ALUM SOLUTION

AMMONIA GAS-VACUUM

AMMONIA SOLUTION

LIQUID AMMONIA

AIR, LOW PRESSURE

AIR, INSTRUMENT

AIR, HIGH PRESSURE

ACID SOLUTION

AMV

AMS

AMG

ALS

ALP

AL ALUM

AHP

ACS

WATER (PROCESS EFFLUENT

AFTER A BACKFLOW PREVENTER)

WATER (POTABLE WATER

OTHER UTILITY REQUIREMENTS

USED FOR FLUSHING WATER OR

THICKENED PRIMARY SLUDGE

WASTE NITRIFIED SLUDGE

WASTE ACTIVATED SLUDGE

THICKENER UNDERFLOW

TRICKLING FILTER RECYCLE

TRICKLING FILTER INFLUENT

TRICKLING FILTER EFFLUENT

THICKENED DIGESTED SLUDGE

THICKENED BOTTOM SLUDGE

THICKENED ACTIVATED SLUDGE

SODIUM HYPOCHLORITE SOLUTION

WNS

WAS

W2 W1

VAC

WATER (POTABLE)

UNDERDRAIN

VACUUM

VENT

TUF

TPS

TOF

TFR

TFI

TFE

TDS

TBS

TAS

SWR

SW2

SPN

SBN

SSM

SHC

THICKENER OVERFLOW

SOFTENED W2 WATER

STORMWATER

SUPERNATANT

SECONDARY SCUM

SECONDARY INFLUENT

SUBNATANT

SULFUR DIOXIDE GAS-PRESSURE

SEDIMENTATION BASIN EFFLUENT

SULFUR DIOXIDE GAS-VACUUM

SULFUR DIOXIDE SOLUTION

SULFUR DIOXIDE-LIQUID

RECIRCULATED SLUDGE

RETURN NITRIFIED SLUDGE

RECARBONATION SLUDGE

RETURN ACTIVATED SLUDGE

PURIFIED DIGESTER GAS

RCS

SBE

SCN

SDV

SDS

SDL

SDG

SAS

RWW

RSD

RNS

RCY

SCREENINGS

SLUDGE HOT

SECONDARY EFFLUENT

SCUM

SODIUM BISULFITE

SODA ASH SOLUTION

RAW WASTEWATER

SAMPLE

RECYCLE

RAS

PSM

PSU

PLE

PDG

PRIMARY SCUM

PRIMARY SLUDGE UNDERFLOW

POLYMER SOLUTION

PLANT EFFLUENT

PICKLE LIQUOR

PRIMARY INFLUENT

PROCESS DRAIN

PRIMARY EFFLUENT

OVERFLOW

ODOROUS AIR

NITRIFIED MIXED LIQUOR

NATURAL GAS

SODIUM HYDROXIDE

MIXED LIQUOR

NML

LIME SLUDGE

LIME SLURRY

LIQUID POLYMER

LSD

LPO

SLUICE GATE

SLIDE GATE

WEIR GATE

FLAP GATE

GATE SYMBOLS

HDPE HIGH DENSITY POLYETHYLENE

COOLING AIR RETURN

COOLING AIR SUPPLYCAS

CAR

NOTES

1. THIS IS A STANDARD LEGEND. NOT ALL THE INFORMATION SHOWN ON THIS LEGEND IS USED ON THIS

PROJECT.

2. ONLY FLANGED END CONNECTIONS FOR VALVES ARE SHOWN HERE. VALVES WITH OTHER END

CONNECTIONS ARE SHOWN SIMILARLY ON THE "M" DRAWINGS.

FLOW STREAM IDENTIFIERS WASTEWATER PROJECTS

EQUIPMENT AND SELF ACTUATED

VALVE IDENTIFICATION

POWER OPERATED VALVE

IDENTIFICATION

SAME AS SHOWN ON P & ID LEGEND. EXCEPTION:

COMPONENT DESIGNATORS NOT USED ON M DRAWINGS.

SAME AS SHOWN ON P & ID LEGEND. EXCEPTION:

COMPONENT DESIGNATORS NOT USED ON M DRAWINGS.

SAME AS SHOWN ON P & ID LEGEND. EXCEPTION:

COMPONENT DESIGNATORS NOT USED ON M DRAWINGS.

EXISTING PROCESS-MECHANICAL ITEM TO

REMAIN

EXISTING PROCESS-MECHANICAL ITEM

RELOCATED OR TO BE RELOCATED

NEW PROCESS-MECHANICAL ITEM OR

EXISTING ITEM TO BE REMOVED

NEW PROCESS-MECHANICAL ITEM HIDDEN

FROM VIEW

FUTURE ITEM OR ITEM TO BE PROVIDED

UNDER OTHER CONTRACT

NON-PROCESS-MECHANICAL ITEM

SEAT PORT

DIRECTION OF FLOW (IF SHOWN)

NOMINAL PIPE DIAMETER

FLOW STREAM IDENTIFIER

PIPE MATERIAL

WALL THICKNESS, SCHEDULE, CLASS, OR SDR

CT COPPER TUBE

LIQUID CARBON DIOXIDELCO2

CD CARBON DIOXIDE GAS

CDS CARBON DIOXIDE SOLUTION

RW RAW WATER

SEB SELENIUM BRINE

TAILINGS SLURRYTS

SAN SANITARY SEWER

PRW PLANT REUSE WATER

REUSE RESERVOIR REHAB AND

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

Sh ee ts \0

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S M

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ConsultantsGEI

NO DATE ISSUE/REVISION APP

2002972

61410

00-G-04

PROCESS MECHANICAL

ABBREVATIONS

AND SYMBOLS

J. BAL

R. WARD

M. PROVENCHER

jonhor4297 Text Box

MarPro2144 Image

MarPro2144

UNIT NUMBER

LOOP NUMBER

VALVE ABBREVIATION

UNIT PROCESS NUMBER

EQUIPMENT OR SELF CONTAINED

CRITICAL ALARM

OWNER FURNISHED COMPONENT TO BE INSTALLED

IN ACCORDANCE WITH SECTION 16900

EXISTING COMPONENT TO BE RELOCATED

PROVIDE IN ACCORDANCE WITH SECTION 16900

COMPONENT DESIGNATOR

DIVISION 13 AND DIVISION 15

IN ACCORDANCE WITH DIVISION 11, DIVISION 13 AND DIVISION 15

PROVIDE COMPONENT WITHOUT A DESIGNATOR

EXISTING COMPONENT TO BE RELOCATED

PACKAGED SYSTEM IN ACCORDANCE WITH DIVISION 11,

PROVIDE AS PART OF A MANUFACTURER'S OR VENDOR'S

IN ACCORDANCE WITH DIVISION 11 AND DIVISION 15

OWNER FURNISHED COMPONENT TO BE INSTALLED

IN ACCORDANCE WITH SECTION 16900

INITIATING VARIABLE

USERS CHOICE (t)

TIME OR SCHEDULE

SPEED OR FREQUENCY

WEIGHT OR FORCE

POSITION, DIMENSION

MULTIVARIABLE (t)

UNCLASSIFIED (t)

EVENT,STATE,OR PRESENCE

USERS CHOICE (t) USERS CHOICE (t)

BURNER COMBUSTION

PRESSURE OR VACUUM

USERS CHOICE (t)

PROCESS OR

X Y Z

V W

T U

TEMPERATURE

VIBRATION

R S

P Q

M N O

QUANTITY

RADIOACTIVITY

LEVEL

I J

G H

E F

C D

HAND (MANUAL)

CURRENT

POWER

VOLTAGE

FLOW RATE

COMPUTER

FUNCTION

A B

LETTER

ANALYSIS (t)

DRIVE. ACTUATE OR

UNCLASSIFIED FINAL

CONTROL ELEMENT

RELAY OR COMPUTE (t) UNCLASSIFIED (t)

MULTIFUNCTION (t)

VALVE

TRANSMIT

Z AXIS

Y AXIS

X AXIS UNCLASSIFIED (t)

MULTIFUNCTION (t)

WELL

UNCLASSIFIED (t)

MULTIFUNCTION (t)

USERS CHOICE (t)

CONTROL STATION

USERS CHOICE (t)

SWITCH

CONTROL

OUTPUT FUNCTION

SUCCEEDING LETTERS

VIBRATION

USERS CHOICE (t)

TIME RATE OF CHANGE

MOMENTARY

INTEGRATE

SAFETY

DIFFERENTIAL

SCAN

POINT (TEST CONNECTION)

RECORD OR PRINT

USERS CHOICE (t)

LIGHT (PILOT)

ORIFICE

PRIMARY ELEMENT

INDICATE

GLASS

NONE

FIRST LETTER (S)

MODIFIER

NONE

READOUT OR

PASSIVE FUNCTION

ALARM

VIB

MULTIPLY

USERS CHOICE (t)

MIDDLE

LOW

HIGH

MODIFIER

D-W-X-Y

THEN ONE UNIT ONLY IS REQUIRED.

NUMBER SHOWN. IF QUANTITY IS NOT SHOWN

PROCESS.

A MAJOR PORTION OF THE ENTIRE TREATMENT

UNIT PROCESS NUMBER. UNIT PROCESS IS

MORE THAN ONE COMPONENT WITH THE SAME

SECOND UNIT NUMBER. USED WHEN THERE IS

SEQUENTIAL BEGINNING WITH THE UNIT

ONE UNIT IS REQUIRED. UNIT NUMBERS ARE

TOTAL NUMBER OF UNITS WHERE MORE THAN

TAG NUMBER FUNCTION ABBREVIATION

SUCCEEDING LETTERS, SEE ISA TABLE BELOW

FIRST LETTER, SEE ISA TABLE BELOW

INSTRUMENTS

DISCRETE

INSTRUMENT

BASED SHARED

MICROPROCESSOR

OPERATOR

ACCESSIBLE TO

MOUNTED

CONTROL PANEL

F IC

W-X-Y-Z (2)

HOA

UNIT NUMBER

LOOP NUMBER

COMPONENT DESIGNATOR

W, X AND Y DESIGNATIONS.

CHARACTERIZED

LEAD-LAG (MAINTAINED CONTACT)

CURRENT-TO-PNEUMATIC

CURRENT-TO-CURRENT

MOMENTARY CONTACT)

LOCKOUT STOP (LOCKABLE IN "STOP" POSITION.

FORWARD-STOP-REVERSE (MOMENTARY CONTACT)

MANUAL-OFF-AUTOMATIC (MAINTAINED CONTACT)

LOCAL-OFF-REMOTE (MAINTAINED CONTACT)

MANUAL-AUTOMATIC (MAINTAINED CONTACT)

LOCAL-REMOTE (MAINTAINED CONTACT)

HAND-OFF-AUTOMATIC (MAINTAINED CONTACT)

FORWARD-STOP-REVERSE (MAINTAINED CONTACT)

ON-OFF (MAINTAINED CONTACT)

TO CENTER POSITION)

SQUARE ROOT

SPEED POT

SUMMATION

START-STOP-LOCK

START-STOP (MOMENTARY CONTACT)

(LOCKABLE IN "STOP" POSITION. MOMENTARY CONTACT)

START-STOP-AUTOMATIC (MOMENTARY CONTACT)

ON-OFF-REMOTE (MAINTAINED CONTACT)

ON-OFF-AUTOMATIC (MAINTAINED CONTACT)

OPEN-STOP-CLOSE (MOMENTARY CONTACT SPRING RETURN

OPEN-CLOSE(D) (MAINTAINED CONTACT)

OPEN-AUTOMATIC-CLOSE (MAINTAINED CONTACT)

OFF-AUTOMATICOA

MOUNTED

OPERATOR

ACCESSIBLE TO

NORMALLY

MCC/MOTOR STARTER

FIELD

MOUNTED

SQRT

SUM

SSL

SSA

RUN

OSC

OAC

OOR

OOA

LOS

LOR

MOA

OPEN

F(X)

FSR

FOR

HOA

F FAIL

ALP

RAS

ALTERNATE

CLOSE(D)

COMPUTER-MANUAL

DISSOLVED OXYGEN

DIFFERENCE OR DIFFERENTIAL

ALT

DIFF

ALP

RAS

TEMPERATURE CONTROL VALVE

PRESSURE CONTROL VALVE

PRESSURE SAFETY (RELIEF) VALVE

LEVEL CONTROL VALVE

AIR AND VACUUM RELIEF VALVE

MECHANICAL EQUIPMENT

TCV

PSV

PCV

LCV

TANK

PUMP

AIR RELEASE VALVEARV

AVRV

GATE

EJECTOR

UNIT PROCESS NUMBER

PANEL NUMBER

COMPONENT DESIGNATOR

LOCAL CONTROL PANEL

SAME AS INSTRUMENT IDENTIFICATION.

LCP

NOT IN CONTRACT

TO INTERFACE

INTER - UNIT PROCESS

INTRA-UNIT PROCESS

Q = INTERFACE LETTER

MMM = DESTINATION SHEET NO.

NNN = SOURCE SHEET NO.

W = SOURCE UNIT PROCESS NO.

A = INTERFACE NO.

MMM = DESTINATION SHEET NO.

NNN = SOURCE SHEET NO.

W = SOURCE UNIT PROCESS NO.

A = INTERFACE NO.

INTER-UNIT PROCESS

PARALLELING LINES.

(GUIDED)

HYDRAULIC

(UNGUIDED)

MECHANICAL LINK

ELECTROMAGNETIC OR SONIC

PNEUMATIC

NON-CONNNECTING LINES

SIGNALS REPRESENTED)

INDICATES THE NUMBER OF

(PARENTHETICAL NUMBER

CONNECTING LINES

MODULATED (4 TO 20 mADC ECT.)

NEW OR RELOCATED STRUCTURE

DISCRETE (ON/OFF ETC.)

FILLED SYSTEM

UNDEFINED SIGNAL

SOFTWARE OR DATALINK

(CAPILLARY TUBING ETC.)

CONNECTION TO EQUIPMENT

INSTRUMENT SUPPLY OR

EXISTING STRUCTURE

EXISTING ITEM

L L

EXISTING MAJOR PROCESS FLOW

EXISTING INTERMEDIATE PROCESS FLOW

EXISTING MINOR PROCESS FLOW

NEW OR RELOCATED ITEM

STREAM (OPEN CONDUIT)

NEW MAJOR PROCESS FLOW

STREAM (OPEN CONDUIT)

STREAM (CLOSED CONDUIT)

QNNN

W-ANNN

N = 1, 2, 3 ETC.

CONTINUATION

SIGNAL LINE

N N

W-A MMM

QNNN

PROCESS LINE

CONTINUATION

L = A, B, C ETC.

L L

W-A MMM

NEW INTERMEDIATE PROCESS FLOW

NEW MINOR PROCESS FLOW

STREAM (CLOSED CONDUIT)

NEW MAJOR PROCESS FLOW

FLOW STREAM IDENTIFIERS

(4)

W-ANNN

(3) (8)

PACKAGE SYSTEM

EXISTING SIGNAL

SUMMATION

RATIO

FLOW VALVEFV

INACCESSIBLE OR BEHIND-THE-PANEL DEVICES OR FUNCTIONS MAY BE DEPICTED BY USING THE SAME

SYMBOLS BUT WITH DASHED HORIZONTAL BARS, I.E.

EQUIPMENT AND SELF ACTUATED VALVE IDENTIFICATION

POWER OPERATED VALVE IDENTIFICATION

LOCAL CONTROL PANEL IDENTIFICATION

COMPONENT DESIGNATORS

TAG NUMBER

TAG NUMBER FUNCTION ABBREVIATIONS

EXAMPLE SYMBOLS

INSTRUMENT SOCIETY OF AMERICA TABLE

PROCESS

SIGNAL

TAG NUMBER EQUIPMENT ABBREVIATIONS

SELF CONTAINED VALVE ABBREVIATIONS

TAG NUMBER

STRUCTURES AND EQUIPMENT

SIGNALS

(t) WHEN USED. EXPLANATION IS SHOWN

ADJACENT TO INSTRUMENT SYMBOL.

SPECIAL CASES:

ETM - ELAPSED TIME METER

FFHK - FLOW FLOW RATE HAND CONTROL

W-LCP-P

VIDEO CAMERAV

REUSE RESERVOIR REHAB AND

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

Sh ee ts \0

0- G

-0

U M

N D

.d w g

ConsultantsGEI

NO DATE ISSUE/REVISION APP

2002972

61410

00-G-05PROCESS AND

INSTRUMENTATION

DIAGRAM SYMBOLS

LEGEND

R. WARD

M. PROVENCHER

jonhor4297 Text Box

MarPro2144 Image

MarPro2144

SOLENOID

PNEUMATIC WITH

POSITIONER

SOLENOID

HYDRAULIC WITH

VORTEX SHEDDING

ROTAMETER

ORIFICE METER

TURBINE METER

PROPELLER OR

PARSHALL FLUME

WEIR

HYDRAULIC WITH

POSITIONER

SOLENOID

ELECTRIC MOTOR

VENTURI OR

TARGET TYPE

FLOW TUBE

SENSOR

OF PRIMARY POWER

PITOT-STATIC

ULTRASONIC FLOWMETER

(PNEUMATIC OR ELECTRICAL)

MAGNETIC FLOWMETER

CLAMP ON

POSITION

FO = FAIL OPEN

POSITION

XX: FC = FAIL CLOSED

NOTE: XX = FAIL POSITION ON LOSS

FLP = FAIL TO LAST

FIP = FAIL INTERMEDIATE

RUPTURE DISK

A = AIR

X: W = WATER

AIR SET

SEE SPECIFICATIONS

PURGE SET

VENT

AUTOMATIC

SEAL WATER

CONNECTION

LEVEL ELEMENT

BUBBLER

DIFFUSER

SAMPLER

EJECTOR

WEIR GATE

SLUICE

KNIFE GATE

GATE

PRESSURE RELIEF

GLOBE

VEE-BALL

BUTTERFLY

BALL

VALVE SYMBOLS

ECCENTRIC PLUG

THREE-WAY

120V

FLAP GATE

STOP PLANK

SLIDE

DIAPHRAGM

NEEDLE

CALIBRATED BALANCE

PINCH

SPLIT DISC CHECK

REGULATED SIDE

PRESSURE CONTROL

BLIND FLANGE

OR CLEAN OUT

CONNECTION

FLUSHING WATER

STRAINER

AIR GAP

MUD

SWING CHECK

BALL CHECK

MISCELLANEOUS SYMBOLS

O - OPTICAL

U - ULTRASONIC

CALIBRATION CHAMBER

X: N - NUCLEAR

DENSITY METER

ANNULAR SEAL

DIGITAL INPUT(X) DIGITAL OUTPUT(X)

ANALOG INPUT

PULSE INPUT(X)

(X) ANALOG OUTPUT

PULSE OUTPUT(X)

(X)

DRIP TRAP

DIAPHRAGM SEAL

AUTOMATIC DRAIN

MANUAL

ELECTRIC MOTOR

MANUAL SAMPLE

PORT

120 VOLT, 60 HZ POWER

SUPPLY POINT

MIXER WITH

ELECTRIC MOTOR

FLOW STREAM IDENTIFIERS

SEE PROCESS - MECHANICAL LEGEND

PUMP & COMPRESSOR SYMBOLS

ULTRASONIC

LEVEL ELEMENT

ELECTRIC MOTOR

FLOATING MIXER WITH

TELESCOPING

STATIC MIXER

SAMPLE VALVE

BASKET STRAINER

YARD HYDRANT

AIR RELEASE AND

VACUUM RELIEF

CONSTANT VOLUME

FLOW REGULATOR

GENERAL NOTES:

1. THIS IS A STANDARD LEGEND. NOT ALL OF THE INFORMATION SHOWN ON

THIS LEGEND IS USED IN THESE CONTRACT DRAWINGS.

NOTE:

X = TOTAL NUMBER OF SIGNALS WHERE MORE THAN ONE SIGNAL IS

REQUIRED. IF QUANTITY IS NOT SHOWN THEN ONE SIGNAL IS REQUIRED.

LOBE PUMP, BLOWER OR COMPRESSOR

(POSITIVE DISPLACEMENT)

PROGRESSING CAVITY

PUMP

CENTRIFUGAL PUMP

CENTRIFUGAL BLOWER

SUBMERSIBLE PUMP COMPRESSOR

(PISTON)

CHEMICAL FEED

PUMP

PLUNGER PUMP

DIAPHRAGM PUMP

ELECTRIC MOTOR W/

POSITIONER

M Z

VALVE AND GATE POWER ACTUATOR SYMBOLS

INPUTS & OUTPUTS TO PLC OR DISTRIBUTED CONTROL

FLOW ELEMENT SYMBOLS

GATE SYMBOLS

PULSATION DAMPENER

FLOW STRAIGHTENING

VANE

INCREASER/DECREASER

QUICK CONNECT COUPLING

MAGNETIZING BLOCK

TURBINE

PUMP

PERISTALTIC PUMP

PLATE PRESS

FLUID LEVEL

DOUBLE

DIAPHRAGM PUMP

AUTO SELF CLEANING FILTERM

DRAIN

UNION

AIR / VACUUM RELIEF

W / BALL VALVE

SUGGESTED UNLICENSED

RADIO ANTENNA

SUGGESTED UNLICENSED RADIO

ANTENNA AND VPN CONNECTION

HEAT EXCHANGER

CS-2 = CONSTANT SPEED (TWO SPEED)

CS-1 = CONSTANT SPEED (SINGLE SPEED)

NOTE: XX: AS = ADJUSTABLE SPEED

CS-R = CONSTANT SPEED (REVERSIBLE)

SUBMERSIBLE

TURBINE PUMP

TURBINE

PUMP

W / CAN

REUSE RESERVOIR REHAB AND

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

Sh ee ts \0

0- G

-0

D M

D .d w g

ConsultantsGEI

NO DATE ISSUE/REVISION APP

2002972

61410

00-G-06

PROCESS MECHANICAL

SYMBOLS LEGEND

R. WARD

M. PROVENCHER

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projid=0001&linktab=INST_LNK&linkid=0000000533& projid=0001&linktab=INST_LNK&linkid=0000000533& projid=0001&linktab=INST_LNK&linkid=0000000533& projid=0001&linktab=INST_LNK&linkid=0000000533& projid=0001&linktab=VAL_LNK&linkid=0000000176& projid=0001&linktab=VAL_LNK&linkid=0000000176& projid=0001&linktab=VAL_LNK&linkid=0000000176& projid=0001&linktab=VAL_LNK&linkid=0000000176& projid=0001&linktab=VAL_LNK&linkid=0000000174& projid=0001&linktab=VAL_LNK&linkid=0000000174& projid=0001&linktab=VAL_LNK&linkid=0000000174& projid=0001&linktab=VAL_LNK&linkid=0000000174& projid=0001&linktab=VAL_LNK&linkid=0000000174& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000169& projid=0001&linktab=VAL_LNK&linkid=0000000169& projid=0001&linktab=VAL_LNK&linkid=0000000169& projid=0001&linktab=VAL_LNK&linkid=0000000169& projid=0001&linktab=VAL_LNK&linkid=0000000169& projid=0001&linktab=VAL_LNK&linkid=0000000169& projid=0001&linktab=VAL_LNK&linkid=0000000169& projid=0001&linktab=VAL_LNK&linkid=0000000169& projid=0001&linktab=VAL_LNK&linkid=0000000167& projid=0001&linktab=VAL_LNK&linkid=0000000165& projid=0001&linktab=VAL_LNK&linkid=0000000165& projid=0001&linktab=VAL_LNK&linkid=0000000166& projid=0001&linktab=VAL_LNK&linkid=0000000166& projid=0001&linktab=VAL_LNK&linkid=0000000166& projid=0001&linktab=INST_LNK&linkid=0000000534& projid=0001&linktab=INST_LNK&linkid=0000000534& projid=0001&linktab=INST_LNK&linkid=0000000534& projid=0001&linktab=INST_LNK&linkid=0000000534& projid=0001&linktab=INST_LNK&linkid=0000000534& projid=0001&linktab=INST_LNK&linkid=0000000534& projid=0001&linktab=INST_LNK&linkid=0000000534& projid=0001&linktab=VAL_LNK&linkid=0000000178& projid=0001&linktab=VAL_LNK&linkid=0000000178& projid=0001&linktab=VAL_LNK&linkid=0000000178& projid=0001&linktab=VAL_LNK&linkid=0000000178& projid=0001&linktab=VAL_LNK&linkid=0000000179& projid=0001&linktab=VAL_LNK&linkid=0000000179& projid=0001&linktab=VAL_LNK&linkid=0000000179& projid=0001&linktab=VAL_LNK&linkid=0000000179& projid=0001&linktab=VAL_LNK&linkid=0000000179& projid=0001&linktab=VAL_LNK&linkid=0000000180& projid=0001&linktab=VAL_LNK&linkid=0000000180& projid=0001&linktab=VAL_LNK&linkid=0000000180& projid=0001&linktab=VAL_LNK&linkid=0000000180& projid=0001&linktab=VAL_LNK&linkid=0000000180& projid=0001&linktab=VAL_LNK&linkid=0000000182& projid=0001&linktab=VAL_LNK&linkid=0000000182& projid=0001&linktab=VAL_LNK&linkid=0000000182& projid=0001&linktab=VAL_LNK&linkid=0000000182& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=VAL_LNK&linkid=0000000183& projid=0001&linktab=VAL_LNK&linkid=0000000183& projid=0001&linktab=VAL_LNK&linkid=0000000183& projid=0001&linktab=VAL_LNK&linkid=0000000183& projid=0001&linktab=VAL_LNK&linkid=0000000183& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000540& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=INST_LNK&linkid=0000000539& projid=0001&linktab=VAL_LNK&linkid=0000000172& projid=0001&linktab=VAL_LNK&linkid=0000000172& projid=0001&linktab=VAL_LNK&linkid=0000000172& projid=0001&linktab=VAL_LNK&linkid=0000000172& projid=0001&linktab=VAL_LNK&linkid=0000000172& projid=0001&linktab=VAL_LNK&linkid=0000000176& projid=0001&linktab=VAL_LNK&linkid=0000000176& projid=0001&linktab=VAL_LNK&linkid=0000000176& projid=0001&linktab=VAL_LNK&linkid=0000000176& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=VAL_LNK&linkid=0000000168& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& projid=0001&linktab=INST_LNK&linkid=0000000538& jonhor4297 Text Box

MarPro2144 Image

MarPro2144

PIPING AND

INSTRUMENTATION

STANDARD DETAILS

(BID OPTIONS 1 & 2)

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

Sh ee ts \0

0- C

-0

N G

A N

U M

N S

D D

.d w g

/2 6/

A M

ConsultantsGEI

NO DATE ISSUE/REVISION APP

J. BAL

P. EGGERS

M. PROVENCHER

2002972

61410

METHOD 1

02-190 PIPE BEDDING DETAIL

NO SCALE

WHERE NATURAL MATERIAL BENEATH PIPE

MEETS ASTM C33 SPECIFICATIONS.

NOTES:

1. THE BACKFILL MATERIALS AND METHODS SHALL CONFORM TO THE SPECIFICATIONS.

D+36" MAXIMUM

12" MIN.

HAND PLACED AND

COMPACTED BEDDING SAND

PER SPECIFICATIONS

BEDDING SAND

MECHANICAL COMPACTION

PER SPECIFICATIONS

SHAPE TO FIT BARREL

SLOPES AS PER

SPECIFICATIONS

TRENCH BACKFILL

PER SPECIFICATIONS

SECTION X-X

THRUST BLOCK FOR TEE SECTION Z-Z

THRUST BLOCK FOR PLUG

THRUST BLOCK DIM.

A(MIN) B(MIN) C(MIN)

10"

12"

16"

W.M.

SIZE

BEARING SQ.

FT. (MIN)*

1'-6"

2'-3"

2'-6"

3'-0"

4'-0"

1'-6"

1'-9"

2'-6"

3'-0"

4'-0"

1'-0"

1'-3"

1'-6"

1'-9"

2'-10"

2.25

4.0

6.25

9.0

16.0

TEE AND/OR PLUG

02-400 THRUST BLOCK DETAIL

NO SCALE

* MEASURED PERPENDICULAR TO DIRECTION

OF THRUST CAUSED BY BEND.

SCHEDULE FOR TEES AND/OR PLUGS

NOTE:

1. DIMENSIONS ARE BASED ON A SURGE PRESSURE OF

150 PSI AND SAFE BEARING LOADS OF 2 TONS PER SQ. FT.

IN CLEAN DRY SAND.

2. THE SHAPE OF THE BACK OF THE BLOCK MAY VARY

AS LONG AS THE BEARING AREA PERPENDICULAR TO THE

DIRECTION OF THRUST IS NO LESS THAN THE AREA SHOWN

IN THE TABLES AND THE POUR IS AGAINST

FIRM UNDISTURBED EARTH.

3. JOINTS SHALL BE KEPT FREE OF CONCRETE AND A

NON-ADHESIVE BARRIER APPROVED BY THE ENGINEER

SHALL BE PLACED BETWEEN THE THRUST BLOCK AND

ALL MECHANICAL JOINTS.

POUR AGAINST

UNDISTURBED

EARTH

C MIN. 6"

1/2 B

C MIN.

3000 PSI CONCRETE

1/2 A

1/2 A A

1/2 A

1/2 A A

IR_THRUST_BLOCK_DETAIL_PA

00-C-01

METHOD 2

02-192 PIPE BEDDING DETAIL

NO SCALENOTES:

1. THE BACKFILL MATERIALS AND METHODS SHALL CONFORM TO THE SPECIFICATIONS.

2. CONTRACTOR SHALL INSTALL NON-WOVEN 8 OZ/SYD GEOTEXTILE FABRIC ABOVE STONE BACKFILL FOR ENTIRE TRENCH WIDTH AND LENGTH OF STONE BEDDING WHEREVER UTILIZED. GEOTEXTILE

FABRIC JOINTS SHALL OVERLAP A MINIMUM OF 2.0 FEET.

12" MIN.

D+36" MAXIMUM

WHERE NATURAL MATERIAL BENEATH PIPE DOES NOT

MEET ASTM C33 SPECIFICATIONS OR WHERE NATURAL

MATERIAL IS UNDERCUT DURING EXCAVATION TO

STABILIZE TRENCH BOTTOM

1/3 Ø PIPE

BEDDING SAND

MATERIAL PER

SPECIFICATIONS

BEDDING SAND

MECHANICAL COMPACTION

PER SPECIFICATIONS

DRAINAGE STONE BELOW

PIPE IN DRY CONDITIONS.

IN MUCK EXCAVATE TO FIRM

SOIL PER SPECIFICATIONS.

SHAPE TO FIT BARREL

IN WET CONDITIONS

USE 3/4" (-) STONE

APPROVED EQUAL

SLOPES AS PER

SPECIFICATIONS

TRENCH BACKFILL

PER SPECIFICATIONS

R. WARD

jonhor4297 Text Box

MarPro2144 Image

MarPro2144

02-405 PIPE RESTRAINT DETAIL

NO SCALE

LENGTH OF RESTRAINT REQUIRED, "A" DESIGN STRENGTH OF RESTRAINT

REQUIRED (KIPS)

12"

16"

PIPE SIZE DEFLECTION ANGLE

22-1/2 45

90, TEE,

CAP OR

VALVE

113 37

4 15 50

6 22 73

8 28 95

11.0

6.0

3.0

2.0

36.0

20.0

9.0

5.0

NOTES:

1. RESTRAINED JOINTS SHALL BE MADE USING MECHANICAL JOINTS WITH RETAINER GLANDS OR

LOCKING GASKETS.

2. INCREASE THE ABOVE VALUES BY 25 PERCENT FOR PVC AND HDPE PIPE AND WHEN POLYETHLYENE

ENCASEMENT IS UTILIZED.

IN FEET

10" 5 18 61 5.0 14.0

RESTRAINT

JOINTS

CAP

RESTRAINED JOINT

BEND

RESTRAINED

JOINTS

90, TEE,

CAP OR

VALVE

02-420 TYPICAL VALVE BOX INSTALLATION

NO SCALE

GATE VALVE

ADAPTOR PER

SPECIFICATIONS

GATE VALVE

PER SPECIFICATIONS

CONCRETE BLOCKING

ON BEDDING MATERIAL

MEETING COMPACTION

REQUIREMENTS PER

SPECIFICATIONS

VALVE BOX

PER SPECIFICATIONS

CONTINUITY CONDUCTOR

CADWELD (TYP)

2" MINIMUM

4" MAXIMUM

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

Sh ee ts \0

0- C

-0

N G

A N

U M

N S

D D

.d w g

/2 6/

A M

ConsultantsGEI

NO DATE ISSUE/REVISION APP

REUSE RESERVOIR REHAB AND

STANDARD DETAILS

J. BAL

P. EGGERS

M. PROVENCHER

2002972

61410

00-C-02

02-401 THRUST BLOCK DETAIL AND DIMENSIONS FOR BENDS

SECTION Y-Y

NO SCALE

NOTES:

1. DIMENSIONS ARE BASED ON A SURGE PRESSURE OF 150 PSI AND SAFE

BEARING LOADS OF 2 TONS PER SQ. FT. IN CLEAN DRY SAND.

2. THE SHAPE OF THE BACK OF THE BLOCK MAY VARY AS LONG AS THE

BEARING AREA PERPENDICULAR TO THE DIRECTION OF THE THRUST IS

NO LESS THAN THE AREA SHOWN IN THE TABLES AND THE POUR IS

AGAINST FIRM UNDISTRUBED EARTH.

3. JOINTS SHALL BE KEPT FREE OF CONCRETE AND A NON-ADHESIVE

BARRIER APPROVED BY THE ENGINEER SHALL BE PLACED BETWEEN THE

THRUST BLOCK AND ALL MECHANICAL JOINTS.

SCHEDULE FOR 90° BENDS

THRUST BLOCK DIM.

16"

12"

4'-0"

3'-6"

4'-0"

2'-6"

SIZE

10"

W.M.

3'-6"

2'-0"

1'-6"

A(MIN)

2'-0"

1'-6"

B(MIN)

12"

16"

10"

W.M.

SIZE

1'-6"1'-6"

4'-0"

2'-6"

2'-0"

1'-6"

A(MIN)

1'-6"

B(MIN)

1'-0"

16.0

9.0

2'-10"

1'-9"

7.0

4.0

2.25

BEARING AREA*

SQ. FT. (MIN)

1'-6"

1'-3"

1'-0"

C(MIN)

10.0

5.0

3.75

2.25

1.5

BEARING AREA*

SQ. FT. (MIN)

1'-3"

2'-10"

1'-9"

1'-6"

C(MIN)

1'-0"

SCHEDULE FOR 45° BENDS

SCHEDULE FOR 22 1/2" AND 11 1/4" BENDS

THRUST BLOCK DIM.

12"

16"

10"

1'-9"2'-0"

2'-6" 2'-0"

1'-6"

1'-9"

1'-0"

1'-3"

1'-6"

1'-0"

SIZE

W.M.

A(MIN) B(MIN)

5.0

3.5

2.6

1.9

1.0

1'-6"

1'-9"

1'-2"

1'-4"

1'-0"

SQ. FT. (MIN)

BEARING AREA*

C(MIN)

DETAILS TYPICAL FOR ALL BENDS

EXCEPT TOP BEND OF A VERTICAL

DEFLECTION

*MEASURED PERENDICULAR TO DIRECTION

OF THRUST CAUSED BY BENDS

3000 PSI

CONCRETE

1/2 B

POURED AGAINST

UNDISTURBED EARTH

(MIN) 6"

1/2 A

IR_THRUST_BLOCK_DIMS_BENDS_PA

R. WARD

jonhor4297 Text Box

MarPro2144 Image

MarPro2144

NO SCALE

DUCTILE IRON

PIPE

NEW CONCRETE FLOOR

REINFORCED AS

SPECIFIED

FLANGED PIPE

PER SPECS.

INTEGRALLY CAST COLLAR LOCATED

AT CENTER OF SLAB, SEE TABLE FOR

DIMENSIONS. WELDED ATTACHMENT

OF COLLAR IS ACCEPTABLE IF IN

ACCORDANCE WITH

SPECIFICATIONS.

9" UNLESS NOTED

OTHERWISE

15-050 DUCTILE IRON FLOOR PIPE, MJ/FLG

FOR BURIED PIPE

PROVIDE WITH M.J. END

OTHERWISE PROVIDE AS

SHOWN ON DRAWING

REUSE RESERVOIR REHAB AND

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

Sh ee ts \0

0- C

-0

N G

A N

U M

N S

D D

.d w g

/2 6/

A M

ConsultantsGEI

NO DATE ISSUE/REVISION APP

J. BAL

P. EGGERS

M. PROVENCHER

STANDARD DETAILS

(BID OPTIONS 1 & 2)

00-C-03

NO SCALE

STEEL PIPE

PER SPECS

T/ CONCRETE FLOOR

REINFORCED AS

SPECIFIED

INTEGRALLY CAST COLLAR LOCATED

AT CENTER OF SLAB, SEE TABLE FOR

DIMENSIONS.

15-055 STEEL FLOOR PIPE, PLAIN/PLAIN END

UNLESS

OTHERWISE

SHOWN

UNLESS

OTHERWISE

SHOWN

NO SCALE

03-330 DOOR STOOP DETAIL

CONCRETE

FOUNDATION WALL

AS NOTED

#4 @18"

T/FLOOR

CONSTRUCTION

JOINT 1'-0" #4 @ 18" EW

5" MIN.

1/4" / FT

8" CONCRETE WALL

CORRUGATED

METAL FORM

#4 @ 12"

6" MIN VOID

BETWEEN

B/FORMING

T/GRD

2" CLR

4" MIN.

TYP.

8" MIN.

#4 @ 12" ALT HOOKS

2 - #4 CONT

NOTE:

1. IF HOUSEKEEPING PAD HEIGHT EXCEEDS 1'-0" USE #5 REBAR @12" OC EW, COORDINATE WITH

EQUIPMENT ANCHOR BOLTS TO ELIMINATE INTERFERENCE.

ROUGHEN EXISTING

CONCRETE TO 14"

AMPLITUDE

3/4" CHAMFER, TYP

#4 @ 12" OC EW

#4 WITH STD HOOK

@ 12" TYPICAL EF

EPOXY INTO SLAB

SLAB AND REINFORCE PLAN

NO SCALE

03-510 HOUSEKEEPING PAD

R. WARD

jonhor4297 Text Box

MarPro2144 Image

MarPro2144

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

Sh ee ts \0

0- C

-0

N G

A N

U M

N S

D D

.d w g

/2 6/

A M

ConsultantsGEI

NO DATE ISSUE/REVISION APP

J. BAL

P. EGGERS

R. WARD

M. PROVENCHER

STANDARD DETAILS

(BID OPTIONS 1 & 2)

00-C-04

1/4" DIAMOND PLATE

DIAMETER = "D" + 8"

1/4"X2" ROLLED PLATE BAR

DIAMETER "D" TO BE 1/2"

SMALLER THAN DIAMETER

OPENING

3/4"-10 UNC WELD NUT WITH

7/8" Ø HOLE THROUGH

DIAMOND PLATE

1/4"X2" STIFFENERS

NOTE: ALL MATERIALS

EITHER TYPE 304 S.S.

OR HOT DIP GALVANIZED

NO SCALE

15-140 COVER PLATE

SECTION - A-A

3/16" 1 1/2" @ 6"

3/16"

BOTH

SIDES

TYP.

NO SCALE

INTEGRALLY CAST COLLAR LOCATED

AT CENTER OF SLAB, SEE TABLE FOR

DIMENSIONS. WELDED ATTACHMENT

OF COLLAR IS ACCEPTABLE IF IN

ACCORDANCE WITH SPECIFICATIONS.

15-061 DUCTILE IRON WALL PIPE, MJ/PLAIN END

TAPPED BELL FLANGE

FOR STUD BOLTS

DUCTILE IRON PIPE

EARTH SIDE OF NEW CONCRETE WALL

COUPLING OR

MECHANICAL JOINT

2'-0" FOR PIPE <= 12"

3'-0" FOR PIPE 14" - 24"

4'-0" FOR PIPE >= 24"

NO SCALE

15-065 WALL SLEEVE

PIPE SLEEVE D = PIPE

SLEEVE

INTERIOR WALL

SEAL WITH MODULAR

MECHANICAL SEAL. JOINT

SHALL BE WATERTIGHT.

INTEGRALLY CAST STEEL

SEEPAGE RING, 1/4" MIN.

THICKNESS,

EXTERIOR OR WATER

BEARING WALL

NOTE:

1. COAT WALL PIPE WITH SPECIFIED PAINT SYSTEM PRIOR TO CONCRETE PLACEMENT.

D + 2" THRU 4"

D +4" 6" & LARGER

SEAL WELD AROUND BOTH SIDES

2 2D

VERIFY PIPE SLEEVE

DIAMETER WITH O.D.

OF PROCESS PIPE.

D = D + 2" FOR D 4"

D = D + 4" FOR D 6"

2 1 jonhor4297 Text Box

MarPro2144 Image

MarPro2144

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

Sh ee ts \0

0- C

-0

N G

A N

U M

N S

D D

.d w g

/2 6/

A M

ConsultantsGEI

NO DATE ISSUE/REVISION APP

J. BAL

P. EGGERS

M. PROVENCHER

STANDARD DETAILS

(BID OPTIONS 1 & 2)

NO SCALE

STAINLESS STEEL

ANCHOR

15-712 SUBMERSIBLE PRESSURE

TRANSMITTER INSTALLATION

O&M CABLE AND

TRANSMITTER

STAINLESS STEEL STRAIN

RELIEF CABLE GRIP

JUNCTION BOX

15-711 PRESSURE GAGE / TRANSMITTER, INLINE

NO SCALE

1/2" QUARTER TURN BALL

VALVE, BRASS, FULL

PORT, 600 PSI, WOG

1/2" NPT THREAD-O-LET

TAP DUCTILE

IRON PIPE

IN-LINE PRESSURE

TRANSMITTER

PRESSURE GAGE

RELEASE ON DUCTILE IRON PIPE

NO SCALE

1" BALL VALVE, UNLESS

OTHERWISE SHOWN

1" SCHEDULE 40 STEEL

PIPE, UNLESS

OTHERWISE SHOWN

1" NPT TAP, UNLESS

OTHERWISE SHOWN

15-491 SAMPLING VALVE / AIR 15-560 FLOW, MAGNETIC, FLANGED,

NO SCALE

NOTE:

1. GROUND SHALL BE LESS THAN 0.5 OHM RESISTANCE AND LESS

THAN 100 MILLIVOLT WHEN TESTED WITH STANDARD METHODS.

INTEGRAL TRANSMITTER

120V POWER

PROCESS PIPE

GROUND STRAP

(TYP OF 2)

CLAMP TO

GROUND

GROUND STRAP

TO GROUND

GROUNDING

STRAP

INTEGRAL TRANSMITTER

SHIELDED CABLE FOR

OUTPUT SIGNAL (4-20 mADC)

MAGNETIC FLOW ELEMENT

PROCESS PIPE

FLANGED COUPLING ADAPTOR

WITH HARNESS ASSEMBLY

GROUNDING

RING

R. WARD

00-C-05 jonhor4297 Text Box

MarPro2144 Image

MarPro2144

WTR

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/EU/

U/E

U/ E

U/E

U/ E

U/E U/E

U/ E

U/E

STM

WTR

STM

OHL

AIR

U/E U/E

U/ E

U/E

US HIGHWAY 85

RAILROAD

OVERHEAD

ELECTRIC

LINES

REUSE RESERVOIR

BUILDING 6

BUILDING 4

SITE POWER EQUIPMENT

FERRIC TANK

BUILDING 5

AEROBIC

DIGESTION BASINS

CENTRATE/FILTRATE

HOLDING TANKS

SITE FENCING AND APPROXIMATE

PCWRA PROPERTY LINE

BUILDING 3

BUILDING 2

BUILDING 1

PCWRA ENTRANCE

CONSTRUCTION

ACCESS

UNDERDRAIN SYSTEM

AERATION

SYSTEM

INLET CONDUIT

OUTLET CONDUIT

REUSE WATER

DISTRIBUTION LINES

OUTLET

MANHOLE

REUSE RESERVOIR REHAB AND

NEW REUSE PUMP STATION

DOUGLAS COUNTY, CO

00-C-06

PLAN OF

EXISTING CONDITIONS

S. KLAWITTER

ISSUED FOR BID MLP07/01/2025

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

Sh ee ts \0

0- C

-0 6_

O F

G C

O N

dw g

ConsultantsGEI

NO DATE ISSUE/REVISION APP

SCALE, FEET

80 160

PLAN

EXISTING CONDITIONS

jonhor4297 Text Box

MarPro2144 Image

MarPro2144

SURVEY CONTROL DATA

POINT #

NORTHING

1579788.5

EASTING

3168599.0

ELEVATION

5981.70

DESCRIPTION

CHISELED BOX

WTR

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/E U/E

U/ E

EU/E

U/E

U/ E

U/E

U/E U/E

STM

WTR

STM

WTR

WTR WTRWTR

WTR

WTRWTR

WTR

STM

OHL

AIR

U/E U/E

U/E

U/ E

U/E

OVERHEAD

ELECTRIC

LINES

ELECTRIC SUBSTATION

BUILDING 6

BUILDING 4

SITE POWER EQUIPMENT

FERRIC TANK

BUILDING 5

AEROBIC

DIGESTION BASINS

CENTRATE/FILTRATE

HOLDING TANKS

BUILDING 3

BUILDING 2

BUILDING 7

CONSTRUCTION

ACCESS

REUSE RESERVOIR REHAB AND

NEW REUSE PUMP STATION

DOUGLAS COUNTY, CO

00-C-07

SURVEY CONTROL

PLAN

S. KLAWITTER

ISSUED FOR BID MLP07/01/2025

GEI CONSULTANTS, INC.

4601 DTC BLVD

SUITE 900

DENVER, CO 80237

(303)662-0100

Attention:

If this scale bar does not measure 1" then drawing is not original scale.

0 1"

SHEET CODESHEET NAME

P.E. No:

Approved:

Drawn:

Checked:

Designed:

SHEET NO.

GEI Project

\\g ei co ns ul ta nt s.

co m

\d at a\ D at a_

St or ag e\

W or ki ng

M C

K W

N A

O R

R A

R eu se R es er vo ir an d

Pu m p St at io n\

\D es ig n\

Sh ee ts \0

0- C

-0

C O

O L

.d w g

ConsultantsGEI

NO DATE ISSUE/REVISION APP

SCALE, FEET

80 160 jonhor4297 Text Box

MarPro2144 Image

MarPro2144

WTR

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/E

U/ E

U/EU/

U/E

U/ E

U/E

U/ E

U/E U/E

U/ E

U/E

STM

M STM

STM

WTR

STM

OHL

AIR

U/E U/E

U/ E

U/E

D D

(BID OPTIONS 1 & 2) RELINE REUSE RESERVOIR

01 SERIES

(BID OPTION 2) NEW BUILDING 4

04 SERIES

(BID OPTION 2) REPLACE

BLOWER IN BUILDING 6

06 SERIES

(BID OPTION 2) NEW

OUTLET CONDUIT

(BID OPTIONS 1 & 2) NEW AERATION SYSTEM

01 SERIES

(BID OPTIONS 1 & 2) NEW UNDERDRAIN SYSTEM

01 SERIES

(BID OPTIONS 1 & 2) NEW

OUTLET STRUCTURE

01 SERIES

(BID OPTIONS 1 & 2) REMOVE EXISTING AERATION SYSTEM

01 SERIES

(BID OPTIONS 1 & 2) REMOVE EXISTING UNDERDRAIN

01 SERIES

US HIGHWAY 85

PCWRA ENTRANCE

(BID OPTION 2) DEMOLISH EXISTING

TANK AND BUILDING 4

04 SERIES

(BID OPTIONS 1 & 2) NEW UNDERDRAIN OUTFALL

AT PLUM CREEK

(BID OPTION 2)

REPLACE VALVE

ON OUTLET CONDUIT

(BID OPTIONS 1 & 2)

REPLACE INLET

TRASHRACKS

(BI…

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File details come from the government source that posted it. Updated Jul 15, 2025.