UTILITY INFORMATION SALT RIVER PROJECT-WATER DATE DATE DATE SOUTHWEST 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 3205841 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 PROJECT # DS# EN# TITLE: 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. KYRENE RD. SOUTHERN AVE. BROADWAY RD UNIVERSITY DR. SCOTTSDALE RD. MILL AVE. PRIEST DR. 48TH ST. RURAL RD. 17 24 23 2 12 24 10 14 15 KYRENE CANAL HIGHLINE CANAL WESTERN CANAL KNOX RD. APACHE BLVD McCLINTOCK DR. ONE MILE _____ _____ 101 FREEWAY RIO SALADO PARKWAY I-10 FREEWAY 202 FREEWAY 19 9 CONTINENTAL DR. McKELLIPS RD. CURRY RD. 52nd. ST. SALT RIVER LAKE SALT RIVER COLLEGE AVE. HARDY DR. VAN BUREN ST. WASHINGTON ST. PRICE RD. GRAND CANAL 25 U.P.R.R. U.P.R.R. 5 4 3 1 6 11 11 10 9 8 18 13 15 16 17 20 21 22 23 31 36 35 34 33 32 29 28 27 26 30 22 21 20 18 13 14 16 11 3 US-60 FREEWAY ALAMEDA LIFT STATION 48TH ST. ALAMEDA DR. PROJECT LOCATION ROESER RD. DESCRIPTION COVER SHEET, VICINITY MAPS AND SHEET INDEX 2 1 SHEET NO. STANDARD GENERAL NOTES 3 EXISTING AND BYPASS PUMPING PROCESS FLOW DIAGRAM 4 DEMOLITION AND PROPOSED PROCESS FLOW DIAGRAM 5 EXISTING SITE PLAN 6 DEMOLITION PLAN 7 BYPASS PLAN Environmental Engineers, LLC 15845 South 46th Street, Suite 144 Phoenix, Arizona 85048 Phone: (480) 283 - 8991 Fax: (480) 283 - 0082 Website: 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
13
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PUBLIC WORKS DEPARTMENT DIVISION OF ENGINEERING SALT …
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TERESA A. VALENTINE, PhD, PE, BCEE VALENTINE ENVIRONMENTAL ENGINEERS, LLC 15845 SOUTH 46TH STREET, SUITE 144 PHOENIX, AZ 85048 PHONE: (480)283-8991
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NO.
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DESCRIPTION
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DATE
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REVISIONS
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Plotted on FEBRUARY 14, 2017
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TERESA ANN
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VALENTINE
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32324
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EXPIRES 3/31/2019
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PRELIMINARY
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
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PRV
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FCV
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X
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X
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M
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M
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PRV
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FCV
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PT
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PT
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SAV
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SAV
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X
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8"SFM
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PRELIMINARY
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TERESA ANN
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VALENTINE
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32324
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EXPIRES 3/31/2019
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
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NONE
ME
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TAV
DATE
3205841A
13
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BYPASS PUMPING PROCESS FLOW DIAGRAM
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EXISTING PROCESS FLOW DIAGRAM
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8"(*) SFM
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12"(*) SS
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8"(*) SS
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12"(*) SS
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8"(*) SFM
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8"(*) SFM
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12"(*) SS
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12"(*) SS
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8"(*) SS
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12"(*) SS
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8"(*) SFM
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8"(*)SS
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8"(*)SS
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8"(*) SFM
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12"(*) SS
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PLUG LOCATION (TYP)
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BYPASS PUMPING SYSTEM
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8"(*)SS
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8"(*)SS
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FROM 48th ST SEWER
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FROM 48th ST SEWER
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EXISTING MANHOLE
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EXISTING MANHOLE
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EXISTING WET WELL
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FORCE MAIN ALONG ALAMEDA
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FROM ALAMEDA GRAVITY SEWER
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FORCE MAIN ALONG ALAMEDA
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FROM ALAMEDA GRAVITY SEWER
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EXISTING MANHOLE
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8"SFM
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8"SFM
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8"SFM
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CONNECT TO EXISTING BYPASS CONNECTION
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PLUG LOCATION
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PLUG LOCATION
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PRELIMINARY
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TERESA ANN
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VALENTINE
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32324
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EXPIRES 3/31/2019
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(*) INDICATES DIMENSIONS, DISTANCES, COORDINATES OR ELEVATIONS TO BE SURVEYED AND FIELD VERIFIED BY THE CONTRACTOR PRIOR TO INITIATING ANY OF THE WORK.
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
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PROPOSED PROCESS FLOW DIAGRAM
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8"(*) SFM
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12"(*) SS
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12"(*) SS
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8"(*) SS
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NEW 12"(*)
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8"(*) SFM
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FROM 48th ST SEWER
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FORCE MAIN ALONG ALAMEDA
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FROM ALAMEDA GRAVITY SEWER
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EXISTING MANHOLE
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DEMOLITION PROCESS FLOW DIAGRAM
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8"(*) SFM
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12"(*) SS
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12"(*) SS
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8"(*) SS
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12"(*) SS
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8"(*) SFM
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8"(*)SS
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8"(*)SS
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8"(*) SFM
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PLUG LOCATION (TYP)
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BYPASS PUMPING SYSTEM
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FROM 48th ST SEWER
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FORCE MAIN ALONG ALAMEDA
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FROM ALAMEDA GRAVITY SEWER
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EXISTING MANHOLE
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8"SFM
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8"SFM
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8"SFM
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CONNECT TO EXISTING BYPASS CONNECTION
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PLUG LOCATION
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PLUG LOCATION
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M
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PIT
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PG
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CONSTRUCTION NOTES:
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DEMOLISH AND REMOVE EXISTING PACKAGE LIFT STATION AND APPURTENANCES. COORDINATE AND PERFORM THIS WORK IN ACCORDANCE WITH CONSTRUCTION SEQUENCE PROVIDED IN SPECIFICATION 01047. COORDINATION WITH OWNER'S OPERATIONS.
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1
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2
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REHABILITATE EXISTING WETWELL. SEE MECHANICAL SHEETS.
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3
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PROVIDE 4-INCH CHECK VALVE.
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4
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PROVIDE 4-INCH PLUG VLAVE.
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5
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PROVIDE 4-INCH FLOW METER.
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6
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PROVIDE 4"x6" REDUCER.
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7
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PROVIDE 6"x8" REDUCER.
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PRELIMINARY
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TERESA ANN
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VALENTINE
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32324
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EXPIRES 3/31/2019
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(*) INDICATES DIMENSIONS, DISTANCES, COORDINATES OR ELEVATIONS TO BE SURVEYED AND FIELD VERIFIED BY THE CONTRACTOR PRIOR TO INITIATING ANY OF THE WORK.
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
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ALAMEDA LIFT STATION
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8" SFM
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8" SFM
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12" SS
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12" SS
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CONTRACTOR TO VERIFY ABANDONED 12" SS
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SRP PANELS
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LIGHT POLE
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3'-0"(*) HIGH BLOCK WALL
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TRAFFIC LIGHT
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TRAFFIC LIGHT
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IRRIGATION STRUCTURE
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PUMP CONTROLS
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8" SFM
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5'-0"
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5'-0"
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FIRE HYDRANT
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ANTENNA
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ELECTRICAL TRANSFORMER
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GAS VALVE STATION
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12" SD
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33" SD (RCP)
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66" SD (RCP)
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78" SD (RCP)
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8" W (CIP)
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EXISTING LIFT STATION EASEMENT
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RIGHT OF WAY
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UTILITY ELECTRICAL
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UTILITY GAS
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LEGEND:
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ABBREVIATIONS:
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SS SANITAY SEWER SANITAY SEWER SFM SANITARY FORCE MAIN SANITARY FORCE MAIN SD STORM DRAIN W WATER FA FOUL AIR FOUL AIR S/W SIDEWALKSIDEWALK
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PROPERTY LINE
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TERESA ANN
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VALENTINE
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32324
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EXPIRES 3/31/2019
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W ALAMEDA DR.
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E ROESER RD.
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48TH ST
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1/8" = 1'-0"
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0
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4'
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8'
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16'
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(*) INDICATES DIMENSIONS, DISTANCES, COORDINATES OR ELEVATIONS TO BE SURVEYED AND FIELD VERIFIED BY THE CONTRACTOR PRIOR TO INITIATING ANY OF THE WORK. (**) INDICATES DIMENSIONS OR ELEVATIONS TO BE DETERMINED BASED UPON INDICATES DIMENSIONS OR ELEVATIONS TO BE DETERMINED BASED UPON EQUIPMENT MANUFACTURER SELECTED. (R) INDICATES RESTRAINED JOINT. INDICATES RESTRAINED JOINT. GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL SHEETING, SHORING, AND/OR PIPE SUPPORTS CONTRACTOR SHALL INSTALL SHEETING, SHORING, AND/OR PIPE SUPPORTS TO FACILITATE COMPLETE PROTECTION AND CONTINUAL OPERATION OF ALL UTILITIES (AS SHOWN OR EXPOSED DURING CONSTRUCTION) WITHIN THE WORK AREA. COORDINATE REPLACEMENT OF ALL DAMAGED OR DISTURBED UTILITIES BY CONTRACTOR CREW OR ACTIVITIES ASSOCIATED WITH THIS PROJECT AS REQUIRED. INCORPORATE THIS EFFORT WITHIN THE ORIGINAL PROJECT SCHEDULE AND COST(S). 2. ALL PIPING, JOINTS, FITTINGS, VALVES AND APPURTENANCES SHALL BE FULLY ALL PIPING, JOINTS, FITTINGS, VALVES AND APPURTENANCES SHALL BE FULLY RESTRAINED..
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
AutoCAD SHX Text
ALAMEDA LIFT STATION
AutoCAD SHX Text
8" SFM
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8" SFM
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12" SS
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12" SS
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CONTRACTOR TO VERIFY ABANDONED 12" SS
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SRP PANELS
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LIGHT POLE
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3'-0"(*) HIGH BLOCK WALL
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TRAFFIC LIGHT
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TRAFFIC LIGHT
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IRRIGATION STRUCTURE
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PUMP CONTROLS
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8" SFM
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5'-0"
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5'-0"
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FIRE HYDRANT
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ANTENNA
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ELECTRICAL TRANSFORMER
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GAS VALVE STATION
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12" SD
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33" SD (RCP)
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66" SD (RCP)
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78" SD (RCP)
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8" W (CIP)
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PROPOSED LIFT STATION EASEMENT
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RIGHT OF WAY
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UTILITY ELECTRICAL
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UTILITY GAS
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LEGEND:
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ABBREVIATIONS:
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SS SANITAY SEWER SANITAY SEWER SFM SANITARY FORCE MAIN SANITARY FORCE MAIN SD STORM DRAIN W WATER FA FOUL AIR FOUL AIR S/W SIDEWALKSIDEWALK
AutoCAD SHX Text
PROPERTY LINE
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TERESA ANN
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VALENTINE
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32324
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EXPIRES 3/31/2019
AutoCAD SHX Text
W ALAMEDA DR.
AutoCAD SHX Text
E ROESER RD.
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48TH ST
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1/8" = 1'-0"
AutoCAD SHX Text
0
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4'
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8'
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16'
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(*) INDICATES DIMENSIONS, DISTANCES, COORDINATES OR ELEVATIONS TO BE SURVEYED AND FIELD VERIFIED BY THE CONTRACTOR PRIOR TO INITIATING ANY OF THE WORK. (**) INDICATES DIMENSIONS OR ELEVATIONS TO BE DETERMINED BASED UPON INDICATES DIMENSIONS OR ELEVATIONS TO BE DETERMINED BASED UPON EQUIPMENT MANUFACTURER SELECTED. (R) INDICATES RESTRAINED JOINT. INDICATES RESTRAINED JOINT. GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL SHEETING, SHORING, AND/OR PIPE SUPPORTS CONTRACTOR SHALL INSTALL SHEETING, SHORING, AND/OR PIPE SUPPORTS TO FACILITATE COMPLETE PROTECTION AND CONTINUAL OPERATION OF ALL UTILITIES (AS SHOWN OR EXPOSED DURING CONSTRUCTION) WITHIN THE WORK AREA. COORDINATE REPLACEMENT OF ALL DAMAGED OR DISTURBED UTILITIES BY CONTRACTOR CREW OR ACTIVITIES ASSOCIATED WITH THIS PROJECT AS REQUIRED. INCORPORATE THIS EFFORT WITHIN THE ORIGINAL PROJECT SCHEDULE AND COST(S). 2. ALL PIPING, JOINTS, FITTINGS, VALVES AND APPURTENANCES SHALL BE FULLY ALL PIPING, JOINTS, FITTINGS, VALVES AND APPURTENANCES SHALL BE FULLY RESTRAINED..
AutoCAD SHX Text
DEMOLISH AND REMOVE EXISTING 12-INCH SEWERLINE. COORDINATE WITH OWNER'S OPERATIONS.
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1
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DEMOLISH AND REMOVE EXISTING PACKAGE LIFT STATION, SUCTION AND DISCHARGE PIPING AND APPURTENANCES. FOR ELECTRICAL DEMOLITION, SEE ELECTRICAL SHEETS. COORDINATE WITH OWNER'S OPERATIONS.
AutoCAD SHX Text
2
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PROTECT IN PLACE EXISTING WET WELL.
AutoCAD SHX Text
3
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
TE
LE
TE
LE
TE
LE
TE
LE
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
W
WW
WW
WW
WW
W
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRRIRR IRR
IR
R
IR
R
IR
R
IR
R
IR
R
IR
RIR
R
IR
R
T
T
TT
T
T
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
AutoCAD SHX Text
EXISTING ALAMEDA LIFT STATION
AutoCAD SHX Text
BYPASS PUMPING SYSTEM LAYDOWN AREA
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EXISTING MISC UTILITY
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EXISTING 8"SFM
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EXISTING 12" SS
AutoCAD SHX Text
SIDEWALK
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EXISTING 8" SFM
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EXISTING 12" SS
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ABONDONED 12" SS CONTRACTOR TO VERIFY
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EXISTING PUMP CONTROLS
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EXISTING LIGHT POLE
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EXISTING 3'-0" HIGH BLOCK WALL
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EXISTING IRRIGATION STRUCTURE
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EXISTING TRAFFIC LIGHT
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EXISTING 8" SFM
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PROPOSED LIFT STATION EASEMENT
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EXISTING ANTENNA
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EXISTING ELECTRICAL TRANSFORMERS
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FIRE HYDRANT
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EXISTING TRAFFIC LIGHT
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EXISTING LIGHT POLE
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SIDEWALK CLOSURE
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SIDEWALK CLOSURE
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TERESA ANN
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VALENTINE
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32324
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EXPIRES 3/31/2019
AutoCAD SHX Text
W. ALAMEDA DR.
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PROVIDE TEMPORARY BYPASS PUMPING SYSTEM AND ALL NECESSARY TRAFFIC CONTROL IN ACCORDANCE WITH THE SPECIFICATIONS.
AutoCAD SHX Text
4
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PROVIDE APPROPRIATE SIZE AND TYPE OF LINE STOPPAGE DEVICE SYSTEM. SUBMIT FOR APPROVAL.
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1
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PROVIDE BYPASS PUMP SYSTEM DISCHARGE AND CONNECT TO EXISTING BYPASS CONNECTION.
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2
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PROVIDE BYPASS SUCTION CONNECTION AND PROVIDE AN AIR TIGHT COVER FOR EXISTING MANHOLE AT ALL TIMES.
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3
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(*) INDICATES DIMENSIONS, DISTANCES, COORDINATES OR ELEVATIONS TO BE SURVEYED AND FIELD VERIFIED BY THE CONTRACTOR PRIOR TO INITIATING ANY OF THE WORK. (**) INDICATES DIMENSIONS OR ELEVATIONS TO BE DETERMINED BASED UPON INDICATES DIMENSIONS OR ELEVATIONS TO BE DETERMINED BASED UPON EQUIPMENT MANUFACTURER SELECTED. (R) INDICATES RESTRAINED JOINT. INDICATES RESTRAINED JOINT. GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL SHEETING, SHORING, AND/OR PIPE SUPPORTS CONTRACTOR SHALL INSTALL SHEETING, SHORING, AND/OR PIPE SUPPORTS TO FACILITATE COMPLETE PROTECTION AND CONTINUAL OPERATION OF ALL UTILITIES (AS SHOWN OR EXPOSED DURING CONSTRUCTION) WITHIN THE WORK AREA. COORDINATE REPLACEMENT OF ALL DAMAGED OR DISTURBED UTILITIES BY CONTRACTOR CREW OR ACTIVITIES ASSOCIATED WITH THIS PROJECT AS REQUIRED. INCORPORATE THIS EFFORT WITHIN THE ORIGINAL PROJECT SCHEDULE AND COST(S). 2. ALL PIPING, JOINTS, FITTINGS, VALVES AND APPURTENANCES SHALL BE FULLY ALL PIPING, JOINTS, FITTINGS, VALVES AND APPURTENANCES SHALL BE FULLY RESTRAINED..
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
0
AutoCAD SHX Text
2'
AutoCAD SHX Text
4'
AutoCAD SHX Text
8'
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CITY TO OPERATE VALVES AS NECESSARY TO ACCOMMODATE BYPASS PUMPING
AutoCAD SHX Text
11
AutoCAD SHX Text
PROVIDE 8" BYPASS PIPE, FULLY RESTRAINED JOINT LENGTH.
AutoCAD SHX Text
8
AutoCAD SHX Text
PROVIDE 8" - 90° BEND (FLGxFLG).
AutoCAD SHX Text
8D
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PROVIDE TEMPORARY SITE SECURITY FENCING TO EXTENTS SHOWN.SUMBIT TO OWNER FOR APPROVAL.
AutoCAD SHX Text
12
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
LE
TE
LE
TE
LE
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
W
WW
WW
WW
WW
W
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRR
IRRIRR IRR
IR
R
IR
R
IR
R
IR
R
IR
R
IR
RIR
R
IR
R
T
T
TT
T
T
T T T T T T T T T T T
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
AutoCAD SHX Text
S
AutoCAD SHX Text
EXISTING MISC UTILITY
AutoCAD SHX Text
EXISTING 8"SFM
AutoCAD SHX Text
EXISTING 12" SS
AutoCAD SHX Text
SIDEWALK
AutoCAD SHX Text
EXISTING 8" SFM
AutoCAD SHX Text
EXISTING 12" SS
AutoCAD SHX Text
ABONDONED 12" SS CONTRACTOR TO VERIFY
AutoCAD SHX Text
EXISTING PUMP CONTROLS
AutoCAD SHX Text
EXISTING LIGHT POLE
AutoCAD SHX Text
EXISTING 3'-0" HIGH BLOCK WALL
AutoCAD SHX Text
EXISTING IRRIGATION STRUCTURE
AutoCAD SHX Text
EXISTING TRAFFIC LIGHT
AutoCAD SHX Text
EXISTING 8" SFM
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EXISTING ANTENNA
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EXISTING ELECTRICAL TRANSFORMERS
AutoCAD SHX Text
FIRE HYDRANT
AutoCAD SHX Text
EXISTING TRAFFIC LIGHT
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EXISTING VALVE
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EXISTING 8" BLIND FLANGE
AutoCAD SHX Text
EXISTING GAS METER
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PROPOSED LIFT STATION EASEMENT
AutoCAD SHX Text
FOR ENLARGED PLAN, SEE SHEET 9
AutoCAD SHX Text
TERESA ANN
AutoCAD SHX Text
VALENTINE
AutoCAD SHX Text
32324
AutoCAD SHX Text
EXPIRES 3/31/2019
AutoCAD SHX Text
W. ALAMEDA DR.
AutoCAD SHX Text
(*) INDICATES DIMENSIONS, DISTANCES, COORDINATES OR ELEVATIONS TO BE SURVEYED AND FIELD VERIFIED BY THE CONTRACTOR PRIOR TO INITIATING ANY OF THE WORK. (**) INDICATES DIMENSIONS OR ELEVATIONS TO BE DETERMINED BASED UPON INDICATES DIMENSIONS OR ELEVATIONS TO BE DETERMINED BASED UPON EQUIPMENT MANUFACTURER SELECTED. (R) INDICATES RESTRAINED JOINT. INDICATES RESTRAINED JOINT. GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL SHEETING, SHORING, AND/OR PIPE SUPPORTS CONTRACTOR SHALL INSTALL SHEETING, SHORING, AND/OR PIPE SUPPORTS TO FACILITATE COMPLETE PROTECTION AND CONTINUAL OPERATION OF ALL UTILITIES (AS SHOWN OR EXPOSED DURING CONSTRUCTION) WITHIN THE WORK AREA. COORDINATE REPLACEMENT OF ALL DAMAGED OR DISTURBED UTILITIES BY CONTRACTOR CREW OR ACTIVITIES ASSOCIATED WITH THIS PROJECT AS REQUIRED. INCORPORATE THIS EFFORT WITHIN THE ORIGINAL PROJECT SCHEDULE AND COST(S). 2. ALL PIPING, JOINTS, FITTINGS, VALVES AND APPURTENANCES SHALL BE FULLY ALL PIPING, JOINTS, FITTINGS, VALVES AND APPURTENANCES SHALL BE FULLY RESTRAINED..
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
0
AutoCAD SHX Text
2'
AutoCAD SHX Text
4'
AutoCAD SHX Text
8'
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
AutoCAD SHX Text
FOR ENLARGED PLAN, SEE SHEET 9
AutoCAD SHX Text
PROPOSED LIFT STATION EASEMENT
AutoCAD SHX Text
TERESA ANN
AutoCAD SHX Text
VALENTINE
AutoCAD SHX Text
32324
AutoCAD SHX Text
EXPIRES 3/31/2019
AutoCAD SHX Text
(*) INDICATES DIMENSIONS, DISTANCES, COORDINATES OR ELEVATIONS TO BE SURVEYED AND FIELD VERIFIED BY THE CONTRACTOR PRIOR TO INITIATING ANY OF THE WORK. (**) INDICATES DIMENSIONS OR ELEVATIONS TO BE DETERMINED BASED UPON INDICATES DIMENSIONS OR ELEVATIONS TO BE DETERMINED BASED UPON EQUIPMENT MANUFACTURER SELECTED. (R) INDICATES RESTRAINED JOINT. INDICATES RESTRAINED JOINT. GENERAL NOTES: 1. CONTRACTOR SHALL INSTALL SHEETING, SHORING, AND/OR PIPE SUPPORTS CONTRACTOR SHALL INSTALL SHEETING, SHORING, AND/OR PIPE SUPPORTS TO FACILITATE COMPLETE PROTECTION AND CONTINUAL OPERATION OF ALL UTILITIES (AS SHOWN OR EXPOSED DURING CONSTRUCTION) WITHIN THE WORK AREA. COORDINATE REPLACEMENT OF ALL DAMAGED OR DISTURBED UTILITIES BY CONTRACTOR CREW OR ACTIVITIES ASSOCIATED WITH THIS PROJECT AS REQUIRED. INCORPORATE THIS EFFORT WITHIN THE ORIGINAL PROJECT SCHEDULE AND COST(S). 2. ALL PIPING, JOINTS, FITTINGS, VALVES AND APPURTENANCES SHALL BE FULLY ALL PIPING, JOINTS, FITTINGS, VALVES AND APPURTENANCES SHALL BE FULLY RESTRAINED..
AutoCAD SHX Text
3/16" = 1'-0"
AutoCAD SHX Text
0
AutoCAD SHX Text
2'
AutoCAD SHX Text
4'
AutoCAD SHX Text
8'
AutoCAD SHX Text
3
AutoCAD SHX Text
PROVIDE 4-INCH CHECK VALVE.
AutoCAD SHX Text
4
AutoCAD SHX Text
PROVIDE 4-INCH PIPE
AutoCAD SHX Text
4D
AutoCAD SHX Text
PROVIDE 4-INCH 90° BEND (FLGxFLG)
AutoCAD SHX Text
4E
AutoCAD SHX Text
PROVIDE 4-INCH 90° BEND (MJxMJ)
AutoCAD SHX Text
6R
AutoCAD SHX Text
PROVIDE 4"x6" REDUCER.
AutoCAD SHX Text
2
AutoCAD SHX Text
PROVIDE 4-INCH PLUG VALVE
AutoCAD SHX Text
8R
AutoCAD SHX Text
PROVIDE 6"x8" REDUCER.
AutoCAD SHX Text
6
AutoCAD SHX Text
PROVIDE 6-INCH PIPE
AutoCAD SHX Text
4T
AutoCAD SHX Text
PROVIDE 4"x4"x4" TEE
AutoCAD SHX Text
6F
AutoCAD SHX Text
PROVIDE 6-INCH FLOW METER
AutoCAD SHX Text
6D
AutoCAD SHX Text
PROVIDE 6-INCH 90° BEND (FLGxFLG)
AutoCAD SHX Text
6E
AutoCAD SHX Text
PROVIDE 6-INCH 90° BEND (MJxMJ)
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