UTILITY INFORMATION

SALT RIVER PROJECT-WATER DATE

DATE

DATESOUTHWEST GAS CORP.

SALT RIVER PROJECT-POWER

DATE

AS-BUILT INFORMATION IS INCLUDED IN

THESE AREAS ON THIS SET OF DRAWINGS

PERMITS REQUIRED FOR

THIS SET OF DRAWINGS

AS-BUILT PLANS CHECKED FOR FIELD CHANGES

INSPECTOR:

DATE:

PARCEL #

PROJECT #

STREET LIGHTS

DRAINAGE

PAVING

WATER

SEWER

FLOODPLAIN

OTHER

SEWER

WATER

WATER-RECLAIMED

STORM DRAIN/DRYWELL

PAVING

OFFSITE (C,G,SW,DW)

GRADING/DRAINAGE

FIRE LINE

CITY IRRIG.

BIKE PATH

LNDSCPE/SPRKLR

STREET LIGHTS

BUILDINGS

LOCATION:

REFERENCE 1/4 SECTION

APPROVED

32

05

84

1

SHT. 1 OF 13

ALAMEDA LIFT STATION

REHABILITATION

SHEET INDEX

DATE

--

CITY OF TEMPE

PUBLIC WORKS DEPARTMENT

DIVISION OF ENGINEERING

PROJECT NO. 3205841A

DEPUTY PUBLIC WORKS DIRECTOR/

CITY ENGINEER

MARICOPA COUNTY

ENVIRONMENTAL SERVICES

DEPARTMENT

PR

OJE

CT

#

D

S#

EN

#

TIT

LE

:

MAYOR

MARK W. MITCHELL

CITY ENGINEER

MARILYN DEROSA, P.E.

CITY MANAGER

ANDREW CHING

CITY COUNCIL

KOLBY GRANVILLE

RANDY KEATING

LAUREN KUBY

JOEL NAVARRO

DAVID SCHAPIRA

VICE MAYOR

ROBIN ARREDONDO-SAVAGE

ENGINEER:

RAY RD.

WARNER RD.

ELLIOT RD.

GUADALUPE RD.

BASELINE RD.

KY

RE

NE

R

D.

SOUTHERN AVE.

BROADWAY RD

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48T

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T.

ALAMEDA DR.

PROJECT

LOCATION

R

O

E

S

E

R

R

D

.

DESCRIPTION

COVER SHEET, VICINITY MAPS AND SHEET INDEX

2

1

SHEET NO.

STANDARD GENERAL NOTES

3EXISTING AND BYPASS PUMPING PROCESS FLOW DIAGRAM

4DEMOLITION AND PROPOSED PROCESS FLOW DIAGRAM

5EXISTING SITE PLAN

6DEMOLITION PLAN

7BYPASS PLAN

Environmental Engineers, LLC15845 South 46th Street, Suite 144 Phoenix, Arizona 85048Phone: (480) 283 - 8991 Fax: (480) 283 - 0082Website: http://www.valentineengineers.com

VOLUME 3 OF 3

NOT REQUIRED

3205841

SITE PLAN 8

ENLARGED LIFT STATION PLAN

9

10

11

12

13

ELECTRICAL NOTES

ELECTRICAL SINGLE LINE DIAGRAM

P&ID COVER

P&ID

GENERAL AND SITE PLAN NOTES PAVING PLAN NOTES

SEWER, WATER and UTILITY PLAN NOTES

ON SITE DRAINAGE PLAN NOTES

STREET LIGHTING PLAN NOTES

1 ALL CONSTRUCTION UNDER THE PUBLIC WORKS PERMIT SHALL CONFORM TO THE CITY OFTEMPE SUPPLEMENT TO THE MAG SPECIFICATIONS AND DETAILS, MARICOPA ASSOCIATIONOF GOVERNMENTS UNIFORM STANDARD SPECIFICATIONS AND DETAILS (MAG SPECIFICATIONSAND DETAILS), AND CITY OF TEMPE TRAFFIC BARRICADE MANUAL.

2 A PERMIT ISSUED BY THE ENGINEERING DIVISION SHALL BE REQUIRED FOR ALL WORK IN THECITY OF TEMPE RIGHTS-OF-WAY.

3 THE CITY SHALL BE NOTIFIED PRIOR TO ANY CONSTRUCTION WORK. CALL THE ENGINEERINGREQUEST LINE AT (480) 350-8475 AT LEAST ONE BUSINESS DAY BEFORE START OF CONSTRUCTIONTO REQUEST INSPECTIONS. CONSTRUCTION WORK CONCEALED WITHOUT INSPECTION BY THECITY SHALL BE SUBJECT TO EXPOSURE AT THE CONTRACTOR'S EXPENSE.

4 RIGHT-OF-WAY IMPROVEMENTS SHALL NOT BE ACCEPTED UNTIL 3 MIL MINIMUM DOUBLE MATTEBLACK LINE MYLAR REPRODUCIBLE "AS-BUILT" PLANS HAVE BEEN SUBMITTED TO AND APPROVEDBY THE ENGINEERING DIVISION.

5 LOCATION OF ALL WATER VALVES, MANHOLES, AND CLEANOUTS MUST BE REFERENCED AT ALLTIMES DURING CONSTRUCTION AND MADE AVAILABLE TO THE WATER AND WASTEWATER DIVISION.

6 NO JOB WILL BE CONSIDERED COMPLETE UNTIL ALL CURBS, PAVEMENT, AND SIDEWALKS HAVEBEEN SWEPT CLEAN OF ALL DIRT AND DEBRIS AND ALL SURVEY MONUMENTS ARE INSTALLEDACCORDING TO THE PLANS.

7 THE CITY WILL NOT PARTICIPATE IN THE COST OF CONSTRUCTION, UTILITY RELOCATION,CONSTRUCTION STAKING, OR "AS-BUILT" PLANS.

8 ALL EXISTING STREET MONUMENTS MUST BE PRESERVED. PRIOR TO CONSTRUCTION,MONUMENTS WILL BE REFERENCED HORIZONTALLY AND VERTICALLY. AFTER CONSTRUCTION,MONUMENTS SHALL BE RESET AND FIELD NOTES, INCLUDING NEW ELEVATION, SHALLBE FILED WITH THE CITY.

9 NOT USED.

10 NOT USED.

11 ALL ON-SITE PRIVATE UTILITIES AND DETAILS SHOWN IN THESE PLANS ARE FOR REFERENCEONLY AND ARE NOT APPROVED ON THESE DRAWINGS. SEE PLANS THAT ARE APPROVED BYBUILDING SAFETY FOR ON-SITE PRIVATE UTILITIES.

12 THIS SET OF PLANS HAS BEEN REVIEWED FOR COMPLIANCE WITH CITY REQUIREMENTS PRIOR TOISSUANCE OF CONSTRUCTION PERMITS. HOWEVER, SUCH REVIEW SHALL NOT PREVENT THE CITYFROM REQUIRING CORRECTION OF ERRORS IN PLANS FOUND TO BE IN VIOLATION OF ANY LAW ORORDINANCE. IT IS THE RESPONSIBILITY OF THE PROFESSIONAL ENGINEER SEALING AND SIGNINGTHESE PLANS TO BE CERTAIN THAT THEY ARE IN FULL COMPLIANCE WITH CITY OF TEMPESTANDARDS, DETAILS, CRITERION, LAWS, AND ORDINANCES.

13 THE CITY DOES NOT WARRANT ANY QUANTITIES SHOWN ON THESE PLANS.

14 THE CITY APPROVAL IS FOR GENERAL LAYOUT IN THE RIGHT-OF-WAY, ON-SITE GRADING,DRAINAGE, WATER AND SEWER. THIS PLAN CHECK APPROVAL IS VALID FOR A PERIOD OF ONEYEAR FROM APPLICATION DATE. CONSTRUCTION PERMITS SHALL BE OBTAINED DURING THISPERIOD OR THE PLANS SHALL BE RESUBMITTED FOR REVIEW AND APPROVAL. ONE 6 MONTHEXTENSION MAY BE GRANTED UPON REQUEST IF THE REQUEST IS MADE PRIOR TO THEEXPIRATION OF THE ONE YEAR PERIOD AT A COST OF 25% OF THE TOTAL PLAN CHECK FEE.PERMITS MUST THEN BE ISSUED WITH 6 MONTHS AND THEY WILL BE VALID FOR ONE YEAR FROMISSUE DATE, OTHERWISE, THE PROJECT EXPIRES AND PERMITS ARE VOIDED.

15 AN APPROVED SET OF PLANS SHALL BE AVAILABLE ON THE JOB SITE AT ALL TIMES.

16 CONSTRUCTION ITEMS SHALL NOT BE ACCEPTED UNTIL 3 MIL MINIMUM DOUBLE MATTE BLACK LINEMYLAR REPRODUCIBLE "AS-BUILT" PLANS HAVE BEEN SUBMITTED TO AND APPROVED BY THEENGINEERING DIVISION.

17 NOT USED.

18 NOT USED.

19 NOT USED.

20 THE CONTRACTOR SHALL CONTACT ARIZONA BLUE STAKE AT 602-263-1100 AT LEAST 48 HOURSPRIOR TO CONSTRUCTION.

21 THE CONTRACTOR SHALL BARRICADE CONSTRUCTION SITES AT ALL TIMES PER THE CITY OF TEMPETRAFFIC BARRICADE MANUAL. WHEN REQUIRED BY THE CITY, A TRAFFIC CONTROL PLAN SHALL BESUBMITTED FOR APPROVAL IN ADVANCE OF CONSTRUCTION.

22 THE CONTRACTOR MAY OBTAIN A FIRE HYDRANT METER FOR CONSTRUCTION WATER FROMCUSTOMER SERVICES. THIS METER SHOULD BE ORDERED TWO WORKING DAYS PRIOR TO THESTART OF CONSTRUCTION. THE UNLAWFUL REMOVAL OF WATER FROM A FIRE HYDRANT IS AVIOLATION OF THE MUNICIPAL CODE, PUNISHABLE BY FINE AND/OR IMPRISONMENT.

23 ALL BROKEN OR DISPLACED EXISTING CONCRETE CURB, GUTTER, OR SIDEWALK SHALL BEREMOVED AND REPLACED AS DIRECTED BY THE CITY OF TEMPE ENGINEERING DIVISION INSPECTOR.

24 ALL CITY FACILITIES, ALLEYS AND ROADWAY SURFACES DAMAGED BY DEVELOPER/CONTRACTORDURING CONSTRUCTION SHALL BE REPAIRED/RESTORED TO THE SATISFACTION OF THE CITY OFTEMPE ENGINEERING DIVISION INSPECTOR PER THE RESPECTIVE CITY AND/OR MAG STANDARDDETAIL.

1. NO PAVING CONSTRUCTION SHALL BE STARTED UNTIL ALL UNDERGROUND UTILITIES WITHINTHE ROADWAY PRISM ARE COMPLETED.

2. THE MAXIMUM STAKE INTERVAL FOR GRADES OF 0.2% OR LESS SHALL BE 25 FOR CONCRETEWORK AND 50 FOR ASPHALT ROADWAY SECTION, EXCEPT ON HORIZONTAL OR VERTICALCURVES WHERE A MAXIMUM STAKE INTERVAL OF 20 FOR CONCRETE WORK SHALL BE REQUIRED.ALL CURB RETURNS SHALL BE STAKED AT THE P.C., P.T. AND THE MIDPOINT OF THE RETURN. NOGRADE STAKE INTERVAL SHALL EXCEED 50.

3. GUTTERS WILL BE WATER TESTED IN THE PRESENCE OF THE CITY ENGINEER, OR DESIGNEE, TOINSURE PROPER DRAINAGE, PRIOR TO FINAL APPROVAL BY THE ENGINEERING DIVISION.

4. NOT USED.

5. ADDRESS OVERLAY REQUIREMENTS WHERE OPEN CUTTING IS PERMITTED. FINISHED PAVEMENTSURFACE MATERIALS SUCH AS RUBBERIZED ASPHALT SHALL BE MATCHED IN FIELD.

6. PAVING IMPROVEMENTS SHALL NOT BE ACCEPTED UNTIL 3 MIL MINIMUM DOUBLE MATTE BLACKLINE MYLAR REPRODUCIBLE AS-BUILT PLANS HAVE BEEN SUBMITTED TO AND APPROVED BYTHE ENGINEERING DIVISION.

1. THE CONTRACTOR SHALL UNCOVER ALL EXISTING LINES BEING TIED INTO TO VERIFY THEIR LOCATION,SIZE, MATERIAL TYPE, ETC. PRIOR TO CONSTRUCTION OF NEW LINES. THE CONTRACTOR WILL LOCATEOR HAVE LOCATED ALL EXISTING UNDERGROUND PIPELINES, TELEPHONE AND ELECTRIC CONDUITS, ANDSTRUCTURES IN ADVANCE OF CONSTRUCTION AND WILL OBSERVE ALL POSSIBLE PRECAUTIONS TO AVOID DAMAGE TO SAME. CALL BLUE STAKE AT 602-263-1100.

2. NOT USED.

3. BACKFILLING SHALL NOT BE STARTED UNTIL LINES ARE APPROVED BY THE ENGINEERING DIVISION.

4. IF A BACKFLOW PREVENTION ASSEMBLY IS REQUIRED TO BE INSTALLED, THE CONTRACTOR WILL CALLTHE DEVELOPMENT SERVICES DEPARTMENT AT 480-350-8341 FOR AN INSPECTION BEFORE BACKFILLINGTHE ASSEMBLY.

5. NOT USED.

6. ALL NEW WATER AND SEWER CONNECTIONS TO EXISTING LINES SHALL BE DONE ONLY BY OPEN-CUT ONMAJOR ARTERIAL STREETS, MAJOR INTERSECTIONS OR THE PRESENCE OF A MAJOR WATER OR SEWER LINE. BORED INSTALLATIONS MUST BE CLEARLY IDENTIFIED AND SPECIFICALLY APPROVED BY THE CITYENGINEER, OR DESIGNEE.

7. NOT USED.

8. IN ACCORDANCE WITH AAC R18-4-119, ALL MATERIALS ADDED AFTER JANUARY 1, 1993, WHICH MAY COMEINTO CONTACT WITH DRINKING WATER SHALL CONFORM TO NATIONAL SANITATION FOUNDATION STANDARDS60 AND 61.

9. NOT USED.

10. FOR THE EXISTING SEWER STUB CONNECTIONS ONLY. (TO BE SIGNED ON "AS-BUILT" MYLAR.) "THIS ISTO CERTIFY THAT AN ACTUAL FIELD FLOW TEST ON THE EXISTING SEWER STUB WAS PERFORMED AND WAS FOUND TO BE ACCEPTABLE AND FREE OF ANY OBSTRUCTIONS PRIOR TO FINAL BUILDING CONNECTION"

________________________________________________________________________________ENGINEER DATE ARIZONA P.E. NUMBER

11. ALL VALVES SHALL BE FLANGED TO FITTINGS, PREFERABLY TEES.

12. THRUST & ANCHOR BLOCKS PER MAG STANDARD DETAIL 301, 380 & 381.

13. ONLY THE CITY OF TEMPE WATER MANAGEMENT DIVISION PERSONNEL SHALL OPERATE ANY EXISTINGVALVES OR ANY VALVE CONNECTING NEW WORK TO EXISTING CITY WATER SYSTEM.

14. SEWER, WATER AND UTILITY IMPROVEMENTS SHALL NOT BE ACCEPTED UNTIL 3 MIL MINIMUM DOUBLEMATTE BLACK LINE MYLAR REPRODUCIBLE "AS-BUILT" PLANS HAVE BEEN SUBMITTED TO AND APPROVEDBY THE ENGINEERING DIVISION.

15. WATER, STORM DRAIN & SANITARY SEWER SEPARATION/PROTECTION SHALL BE PER MAG STANDARD DETAIL404-1, 404-2, AND 404-3 WITH CITY APPROVAL. THE CITY CONSIDERS STORM DRAINS TO BE "SEWER"WHEN CROSSING WATER LINES. THE CITY CONSIDERS STORM DRAINS TO BE "POTABLE WATER" WHEN CROSSING SANITARY SEWER LINES.

16. THE CONTRACTOR SHALL TAKE EVERY PRECAUTION TO PREVENT FOREIGN MATERIAL FROM ENTERING THEPIPE WHILE IT IS BEING STORED.

17. DURING INSTALLATION AND AT ALL TIMES WHEN PIPE LAYING IS NOT IN PROGRESS, THE OPEN ENDS OFTHE PIPE IN THE TRENCH SHALL BE CLOSED BY A WATER-TIGHT PLUG OR OTHER MEANS APPROVED BY THE CITY OF TEMPE ENGINEERING INSPECTOR. IF IN THE OPINION OF THE CITY OF TEMPE ENGINEERING INSPECTOR THE PIPE CONTAINS DIRT THAT WILL NOT BE REMOVED DURING THE FLUSHING OPERATION, THE INTERIOR OF THE PIPE SHALL BE CLEANED AND SWABBED, AS NECESSARY, WITH A .005 TO .010PERCENT CHLORINE SOLUTION.

18. NOT USED.

1. NOT USED.

2. NOT USED.

3. NOT USED

4. NOT USED.

1. NOT USED.

2. NOT USED.

3. NOT USED.

4. NOT USED.

5. NOT USED.

6. NOT USED.

7. NOT USED.

8. NOT USED.

H

YH

PIPE (SIZE AS LABELED)

90° BEND (DOWN)

TEE (DOWN)

UNION

FLOW METER

SLIDE GATE

SLUICE GATE

STOP LOG

M

S

HOSE BIB

MOTORIZED

SOLENOID VALVE

M

S

PUMP

PRESSURE GAUGE

PRESSURE REDUCING VALVE

BALL VALVE

BUTTERFLY VALVE

GLOBE VALVE

SWING CHECK VALVE

PLUG VALVE

A A

AIR ACTUATED VALVE

YHYARD HYDRANT

AIR RELEASE/VACUUMRELIEF VALVESURGE RELIEF VALVE

BLIND FLANGE

PUMP CONTROL VALVE

CONCENTRIC REDUCER

FLANGED CONNECTION

ECCENTRIC REDUCER

HARNESSED COUPLING

PRESSURE RELIEF VALVE

FLOW CONTROL VALVE

H

PRESSURE TRANSDUCER

CAP

DRAIN

FLOW DIRECTION

LEGEND

ARVAIR RELEASEVALVE ASSEMBLY

ARV

FIRE HYDRANT

GATE VALVE

EXISTING PROPOSED EXISTING PROPOSED

SURGE ANTICIPATOR VALVE

HOT TAP TEE

ABANDONED PIPE (SIZE AS LABELED)

TEMPORARY BYPASS PIPE (SIZE AS LABELED)

PLUG OR BLIND FLANGE

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

LIFT STATION REHABILITATION

NONE

ME

CB/JDD

TAV

DATE

3205841A

13

CITY OF TEMPE

STANDARD GENERAL NOTES

AND LEGEND

2

EXISTING & BYPASS PUMPING

PROCESS FLOW DIAGRAM

ALAMEDA LIFT STATION

3

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

LIFT STATION REHABILITATION

NONE

ME

CB/JDD

TAV

DATE

3205841A

13

DEMOLITION AND PROPOSED

PROCESS FLOW DIAGRAM

ALAMEDA LIFT STATION

4

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

LIFT STATION REHABILITATION

NONE

ME

CB/JDD

TAV

DATE

3205841A

13

EXISTING SITE PLAN

ALAMEDA LIFT STATION

5

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

CONSTRUCTION NOTES

LIFT STATION REHABILITATION

NONE

ME

CB/JDD

TAV

DATE

3205841A

13

DEMOLITION PLAN

ALAMEDA LIFT STATION

6

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

CONSTRUCTION NOTES

LIFT STATION REHABILITATION

NONE

ME

CB/JDD

TAV

DATE

3205841A

13

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

TE

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TE

LE

TE

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TE

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TELE

TELE

TELE

TELE

TELE

TELETELE

TELETELE

TELE

TELE

TELE

TELETELE

TELE

TELE

TELE

TELE

TELE

TELE

TELE

TELE

TELE

TELE

W

W

W

W

W

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WW

WW

WW

WW

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IRR

IRR

IRR

IRR

IRR

IRR

IRR

IRR

IRRIRR IRR

IR

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IR

R

IR

R

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R

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RIR

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R

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T

TT

T

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T T T T T T T T T T T

BYPASS PLAN

ALAMEDA LIFT STATION

7

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

CONSTRUCTION NOTES

LIFT STATION REHABILITATION

NONE

ME

CB/JDD

TAV

DATE

3205841A

13

12SS12SS

12SS12SS

12SS

12SS12SS

12SS12SS

12SS12SS

12SS

1

2

S

S

1

2

S

S

1

2

S

S

1

2

S

S

1

2

S

S

1

2

S

S

12

SS

12

SS

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

G

TE

LE

TE

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TELE

TELE

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TELE

TELE

TELE

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TELE

TELE

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TELE

TELE

TELE

TELE

TELE

TELE

TELE

W

W

W

W

W

W

WW

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WW

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IRR

IRR

IRR

IRR

IRR

IRR

IRR

IRR

IRRIRR IRR

IR

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IR

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RIR

R

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T

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TT

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PROPOSED SITE PLAN

ALAMEDA LIFT STATION

8

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

CONSTRUCTION NOTES

LIFT STATION REHABILITATION

NONE

ME

CB/JDD

TAV

DATE

3205841A

13

1

2

S

S

1

2

S

S

1

2

S

S

12

SS

12

SS

12

SS

12

SS

W

W

W

PROPOSED SITE PLAN

ALAMEDA LIFT STATION

9

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

CONSTRUCTION NOTES

LIFT STATION REHABILITATION

NONE

ME

CB/JDD

TAV

DATE

3205841A

13

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

3205841A

“ ”

“ ”

ALAMEDA LIFT STATION

REHABILITATION

2727 S 48TH STREET

ELECTRICAL NOTES

JHB

JHB

WTW

N/A

02/14/2017

10 13Wright Project #

165 EAST CHILTON DRIVECHANDLER, ARIZONA 85225PHONE: 480.497.5829FAX: 480.497.5807www.wrightengineering.us

engineering corporationELECTRICAL ENGINEERING AND DESIGN

17035

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

3205841A

ALAMEDA LIFT STATION

REHABILITATION

2727 S 48TH STREET

SINGLE LINE DIAGRAM

JHB

JHB

WTW

N/A

02/14/2017

11 13Wright Project #

165 EAST CHILTON DRIVECHANDLER, ARIZONA 85225PHONE: 480.497.5829FAX: 480.497.5807www.wrightengineering.us

engineering corporationELECTRICAL ENGINEERING AND DESIGN

17035

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

3205841A

ALAMEDA LIFT STATION

REHABILITATION

2727 S 48TH STREET

P&ID COVER

JHB

JHB

WTW

N/A

02/14/2017

12 13

ALAMEDA LIFT STATION REHABILITATION

PROJECT NO. 3205841A

2727 S 48TH STREET

PROCESS AND INSTRUMENTATION DIAGRAM

Wright Project #

165 EAST CHILTON DRIVECHANDLER, ARIZONA 85225PHONE: 480.497.5829FAX: 480.497.5807www.wrightengineering.us

engineering corporationELECTRICAL ENGINEERING AND DESIGN

17035

DEPARTMENT OF PUBLIC WORKS

DESIGNED:

DRAWN:

DATE

PROJECT NO.

CHECKED:

P.O. BOX 5002, TEMPE, AZ 85280

SCALE:

SURVEYED:

DESCRIPTION

SHT

C I T Y O F T E M P E

D I V I S I O N OF E N G I N E E R I N G

Tempe, Arizona

OF

MARK DATE DESCRIPTION BY

3205841A

ALAMEDA LIFT STATION

REHABILITATION

2727 S 48TH STREET

P&ID

JHB

JHB

WTW

N/A

02/14/2017

13 13Wright Project #

165 EAST CHILTON DRIVECHANDLER, ARIZONA 85225PHONE: 480.497.5829FAX: 480.497.5807www.wrightengineering.us

engineering corporationELECTRICAL ENGINEERING AND DESIGN

17035