City of Adelanto Progress Binder November 2012

October 2012 Monthly Activity Report

City of Adelanto Wastewater Treatement Plant

P u r e G e n i u s

Meeting Minutes & Progress Photos

Schedules & Project Action List

Request for Information Log

Submittal Log

Equipment Received List

Safety Statistics

Subcontractor List

Section ONE

Section TWO

Section THREE

Section FOUR

Section FIVE

Section SIX

Section SEVEN

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Table of ConTenTs

Meeting Minutes & Progress Photos Section ONE–

MEETING AGENDA: APUA IMPROVEMENT PLAN PROGRESS MEETING

Meeting 4 Tuesday November 13, 2012

Time: 1:00 PM

Location: WWTP Break Room

19101 Jonathon Street Adelanto, CA 92301

Meeting Subject: Construction Activities Update and Forward Planning

Anticipated Attendees:

City of Adelanto, John Sponsler, Tom Thornton, Nathan Coapstick

Overaa Ted Doty

PERC Water Nate Owen, David Kachelski, Erin Hubbard

Psomas Harvey Gobas, Ken Stram

Discussion Item Discussion/Action Item

I. General Approach

Hand out today’s agenda; provide overview of the meeting approach.

Pass around sign in sheet.

All are welcome to propose agenda items

II. Progress Report

1. Safety Weekly Safety Meeting – Overaa

Reminder to follow safety precautions:

Sign in when arriving on the site,

Wear PPE must be worn at all times while visiting,

Please do not roam the site unassisted,

Constant changing site conditions

2. Operations Electrical Shutdown and Tie-In

Drawdown planning and Bypass to VVWRA

3. Old Business

(Items completed in the last four weeks)

100% plans were signed October 23, 2012

Electrical tie in was completed successfully

Completed clarifier slab foundations

Assembled rebar and forms for clarifier side walls

Began pouring the clarifier side walls, 50% complete in north

Completed 12” piping between the clarifier and RAS

Worked on 6” RAS/WAS to MLSS distribution box

Began working on 14” piping between distribution box and biolac flow box

Erected the blower building

Roughed in conduit for screening

Worked on duct bank and pull boxes

III. New Business

4. Schedule

Delivery Date Update/Confirmation for Remaining Items

4 Week Look Ahead Schedule from Overaa - Attached

5. Security Security detail on-site due to recent activity

2

6. Quality Control QAQC

IV. Additional Items

City RFP Completed for Cleaning – Will go to bid November 6th.

The Progress Report went out on 11/2/2012 as planned.

Next meeting will be Tuesday, December 4th

MEETING MINUTES: APUA IMPROVEMENT PLAN PROGRESS MEETING

Meeting 3 Tuesday October 09, 2012

Time: 1:00 PM

Location: WWTP Break Room

19101 Jonathon Street Adelanto, CA 92301

Meeting Subject: Construction Activities Update and Forward Planning

Anticipated Attendees:

City of Adelanto, John Sponsler, Nathan Coapstick

Overaa Ted Doty

PERC Water Nate Owen, David Kachelski, Erin Hubbard, Megan Stanton

Psomas Ken Stram

Discussion Item Discussion/Action Item

I. General Approach This file has been updated. Green text represents an update to the minutes.

1. Meeting Planning Handed out today’s agenda, provide overview of the meeting approach.

There was no sign in today, the attendance list above represents meeting attendance correctly.

Megan Stanton is a new PERC Water employee in a project assistant role.

A site walk took place the morning before the meeting. Ken and Nathan walked the site with Nate Owen.

2. Updates Progress information

100% submittal has occurred. Completed items include the 100% plans, specs, structural calculations and technical memo. Items were with the City and on the Psomas site as of Friday the 5

th of October.

The October progress binder has been sent out electronically. It contains project pictures and schedule updates to represents a journal of the project.

The biolac basin’s cleaning contractor will be selected by November 4th. This will be a vendor contract at prevailing wage for APWA.

II. Progress Report

3. Safety Operational Site Specific Safety Plan – PERC Water

Site Specific Safety Plan – Overaa

Weekly Safety Meeting – Overaa

Both Nathan and John described a safe site at this time.

4. Old Business RFIs and Submittals.

PERC Water provided a large set of hard copy submittals to Nathan.

Ken asked that future uploaded submittals have the file’s labeled for easy reference. Erin agrees to implement the change.

Ted asked about a particularly important submittal. Stainless Steel for the Blower Building. (It has since been completed).

All RFI’s are current – At time of meeting. (New RFI’s have since been received re: Pea Gravel, 1200 Amp Breaker Install and Electrical Conduit )

5. Operations Electrical Shutdown and Tie-In – Will take place the night of the 17th/18

th.

We can allow up to 4 hours without power. Some flow will be bypassed to

2

VVWRA. A 2:00 AM go/no-go meeting will take place on the 17th.

Drawdown planning and Bypass to VVWRA. We can bypass no more than 12,000 gpm based on testing.

III. New Business

6. Schedule Project Schedule Update

4 Week Look Ahead Schedule from Overaa was included in the October progress update. There are several upcoming pours for the clarifier apron.

Ken described unexpected progress ahead of 100% plans submittal in relation to the bonus opportunities on the contract. These elements were known ahead of time and help the City avoid costs with VVWRA and RWQCB. PERC Water incurred rick by completing the items ahead of the plan completion.

7. Quality Control QAQC prior to new activities & concrete pours

Pre-Pour Checklist

IV. Additional Items

SCE grant application was submitted and the prospects are good. Can confirm actual award at a later date once higher certainty is achieved.

Next meeting will be Tuesday, November 13th. The Progress Report will still be

published on its normal schedule. Targeting the Monday before the first Tuesday of the month.

PROGRESS PHOTOS

Completed Blower Building

PROGRESS PHOTOS

Completed Rebar Assembly of Clarifier Walls

PROGRESS PHOTOS

Erecting Clarifier Wall Forms

PROGRESS PHOTOS

Pouring Floor of the RAS/WAS Meter Vault

Schedules List Section TWO–

11/5 11/6 11/7 11/8 11/9 11/10 11/11 11/12 11/13 11/14 11/15 11/16 11/17 11/18 11/19 11/20 11/21 11/22 11/23 11/24 11/25 11/26 11/27 11/28 11/29 11/30 12/1 11/11

CLARIFIERS MO TU WE TH FR SA SU MO TU WE TH FR SA SU MO TU WE TH FR SA SU MO TU WE TH FR SA SU

FORM 4 WALL SECTIONS - SOUTH CLARIFIER X X X X X XPLACE 4 WALL SECTION SOUTH CLARIFIER P PSTRIP 4 WALL SECTIONS - SOUTH CLARIFIER X X X X X XRESET INNER FORMS NORTH & SOUTH CLARIFIERS X X X X INSTALL WALL REBAR X X X FORM 4 WALL SECTIONS - NORTH CLARIFIER X X XPLACE 4 WALL SECTIONS NORTH CLARIFIER X P STRIP 4 WALL SECTIONS - nORTH CLARIFIER X X FORM LAUNDER DECK - NORTH CLARIFIER X X X X X X X X

RAS/WAS PUMP STATIONPLACE SUMP SLAB PFORM SUM WALLS X XPLACE SUMP WALLS PINSTALL & ENCASE U/S PIPING X X X X XBACKFILL & INSTALL AGG BASE X X XFORM SLAB X X X X XINSTALL SLAB REBAR X X XPLACE SLAB P

BLOWER BLDGFORM/REBAR MISC EXTERIOR PADS & HEADWORKS X PLACE MISC EXTERIOR PADS & HEADWORKS P INSTALL ELECTRICAL EQUIPMENT & LIGHTING X X X X X X X XINSTALL OH DOOR X X INSTALL BLOWERS X X ELECTRICAL AT BLOWERS X X X

YARD PIPINGINSTALL 14'' RECYCLE LINE X X X X XINSTALL BAR SCREEN & COMPACTOR X X X X XINSTALL MIXERS AT BIO-FILTER X X INSTALL A/G BIOFILTER DRAIN X X X INSTALL 6'' WAS AT TIE IN X X

ActivityID

ActivityDescription

WBSAREAOrigDur

RemDur

ActDur

%Comp

EarlyStart

EarlyFinish

ActualStart

ActualFinish

TotalFloat

Adelanto WWTP Upgrades ALT (CD)Total 556 289 267 62 08FEB12A 16AUG13 -72

Design & EngineeringA0000 Design Build NTP 0 0 0 100 08FEB12A

A1050 Geotech Investigation 30 0 30 100 08FEB12A 08MAR12A

A1060 30% Design 46 0 29 100 09MAR12A 06APR12A

A1070 City Review / Workshop 30% 14 0 14 100 06APR12A 19APR12A

A1080 60% Design Submittal 30 0 54 100 09APR12A 01JUN12A

A1090 City Review / Workshop 14 0 14 100 01JUN12A 14JUN12A

A1065 Grading & Structural Design 90% 46 0 40 100 01JUN12A 10JUL12A

A1075 City Review Grading/Structural Design 14 0 16 100 12JUL12A 27JUL12A

A1100 90% Design Submittal 30 0 15 100 13JUL12A 27JUL12A

A1110 City Review / Workshop 14 0 35 100 13JUL12A 16AUG12A

A1120 Final Design Submittal 14 0 63 100 27JUL12A 27SEP12A

A1200 Final Design Approval 0 0 0 100 28SEP12A

PermittingA1320 County, Federal, Regional Permits 14 2 92 86 01AUG12A 02NOV12 287

A1000 Grading Permit at Risk 1 0 1 100 08AUG12A 08AUG12A

A1290 Structural Permit at Risk 1 0 1 100 08AUG12A 08AUG12A

A1300 Process Mechanical 5 0 1 100 18SEP12A 18SEP12A

A1305 Site Civil Permit 5 0 1 100 18SEP12A 18SEP12A

A1310 Electrical I & C 5 0 1 100 18SEP12A 18SEP12A

RFP / Purchase Order ProcessA1280 11-400 RFP / PO Blowers 42 0 95 100 13FEB12A 17MAY12A

A1030 11-100 RFP / PO Screening 42 0 109 100 13FEB12A 31MAY12A

A1330 11-900 RFP / PO Clarifiers 42 0 110 100 13FEB12A 01JUN12A

A1140 11-300 RFP / PO Aeration System 28 0 122 100 13FEB12A 13JUN12A

A1355 11-920 RFP / PO Misc. 56 2 262 96 13FEB12A 02NOV12 42

A1340 11-910 RFP / PO Gates / Valves 49 5 168 90 17MAY12A 05NOV12 20

A1130 11-200 RFP / PO Pumps 28 0 14 100 01JUN12A 14JUN12A

A1345 Biolac Basins RFP (CITY) 92 0 90 100 01AUG12A 29OCT12A

A1350 Select Biolac Contractor (CITY) 30 20 3 33 29OCT12A 20NOV12 -72

A1352 Clean Biolac Basins 92 92 0 0 21NOV12 20FEB13 -72

Submittals Review & ApprovalA1550 11-400 Submittal R&A Blowers 56 0 58 100 24MAY12A 20JUL12A

A1530 11-200 Submittal R&A Pumps 56 0 55 100 01JUN12A 25JUL12A

A1520 11-100 Submittal R&A Screening 56 0 57 100 01JUN12A 27JUL12A

A1580 11-920 Submittal R&A Misc. 56 0 102 100 01JUN12A 10SEP12A

A1560 11-900 Submittal R&A Clarifiers 56 0 57 100 01JUN12A 27JUL12A

A1540 11-300 Submittal R&A Aeration System 56 5 92 91 01AUG12A 05NOV12 19

A1570 11-910 Submittal R&A Gates / Valves 56 5 87 91 06AUG12A 10NOV12 20

Fabrication / DeliveryA1620 11-400 Fab / Deliver Blowers 120 0 126 100 01JUN12A 04OCT12A

A1600 11-200 Fab / Deliver Pumps 120 30 98 75 26JUL12A 30NOV12 24

A1590 11-100 Fab / Deliver Screening 120 10 92 92 01AUG12A 10NOV12 44

A1630 11-900 Fab / Deliver Clarifiers 120 30 92 75 01AUG12A 30NOV12 24

A1650 11-920 Fab / Deliver Misc. 120 10 87 92 06AUG12A 12NOV12 42

A1610 11-300 Fab / Deliver Aeration System 120 30 87 75 06AUG12A 05DEC12 19

A1640 11-910 Fab / Deliver Gates / Valves 120 30 82 75 11AUG12A 10DEC12 20

General ContructionA1020 Pre-Construction 1 0 1 100 07AUG12A 07AUG12A

A1150 Site Grading 21 0 12 100 13AUG12A 24AUG12A

2012 2013JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC JAN FEB MAR APR MAY JUN JUL AUG S

08FEB12A 16AUG13

Design Build NTP08FEB12A

Geotech Investigation08FEB12A08MAR12A

30% Design09MAR12A 06APR12A

City Review / Workshop 30%06APR12A 19APR12A

60% Design Submittal09APR12A 01JUN12A

City Review / Workshop01JUN12A 14JUN12A

Grading & Structural Design 90%01JUN12A 10JUL12A

City Review Grading/Structural Design12JUL12A 27JUL12A

90% Design Submittal13JUL12A 27JUL12A

City Review / Workshop13JUL12A 16AUG12A

Final Design Submittal27JUL12A 27SEP12A

Final Design Approval28SEP12A

County, Federal, Regional Permits01AUG12A 02NOV12

Grading Permit at Risk08AUG12A 08AUG12A

Structural Permit at Risk08AUG12A 08AUG12A

Process Mechanical18SEP12A 18SEP12A

Site Civil Permit18SEP12A 18SEP12A

Electrical I & C18SEP12A 18SEP12A

11-400 RFP / PO Blowers13FEB12A 17MAY12A

11-100 RFP / PO Screening13FEB12A 31MAY12A

11-900 RFP / PO Clarifiers13FEB12A 01JUN12A

11-300 RFP / PO Aeration System13FEB12A 13JUN12A

11-920 RFP / PO Misc.13FEB12A 02NOV12

11-910 RFP / PO Gates / Valves17MAY12A 05NOV12

11-200 RFP / PO Pumps01JUN12A 14JUN12A

Biolac Basins RFP (CITY)01AUG12A 29OCT12A

Select Biolac Contractor (CITY)29OCT12A 20NOV12

Clean Biolac Basins21NOV12 20FEB13

11-400 Submittal R&A Blowers24MAY12A 20JUL12A

11-200 Submittal R&A Pumps01JUN12A 25JUL12A

11-100 Submittal R&A Screening01JUN12A 27JUL12A

11-920 Submittal R&A Misc.01JUN12A 10SEP12A

11-900 Submittal R&A Clarifiers01JUN12A 27JUL12A

11-300 Submittal R&A Aeration System01AUG12A 05NOV12

11-910 Submittal R&A Gates / Valves06AUG12A 10NOV12

11-400 Fab / Deliver Blowers01JUN12A 04OCT12A

11-200 Fab / Deliver Pumps26JUL12A 30NOV12

11-100 Fab / Deliver Screening01AUG12A 10NOV12

11-900 Fab / Deliver Clarifiers01AUG12A 30NOV12

11-920 Fab / Deliver Misc.06AUG12A 12NOV12

11-300 Fab / Deliver Aeration System06AUG12A 05DEC12

11-910 Fab / Deliver Gates / Valves11AUG12A 10DEC12

Pre-Construction07AUG12A 07AUG12A

Site Grading13AUG12A 24AUG12A

© Primavera Systems, Inc.

Start Date 08FEB12Finish Date 16AUG13Data Date 01NOV12Run Date 02NOV12 16:16

Early Bar

Progress Bar

Critical Activity

RCV3

Adelanto WWTP Upgrades ALT (CD)Recvd from PercWater 2012 08 01

Sheet 1 of 5

Date Revision Checked Approved

ActivityID

ActivityDescription

WBSAREAOrigDur

RemDur

ActDur

%Comp

EarlyStart

EarlyFinish

ActualStart

ActualFinish

TotalFloat

A1015 Commencement Date of Construction 0 0 0 0 01NOV12 26

MilestonesMS00COM10 METAL BLDG 0 0 0 100 21AUG12A

MS00COM40 BAR SCREEN 0 0 0 100 28AUG12A

MS00COM20 AEREZEN BLOWERS 0 0 0 100 04OCT12A

MS00NTP NOTICE TO PROCEED 0 0 0 0 01NOV12* -10

MS00COM50 WASH COMPACTOR 0 0 0 0 01NOV12* 20

MS00COM30 FLYGT PUMPS 0 0 0 0 01NOV12* 44

MS00COM90 Contract Duration 188* 188* 0 0 01NOV12 07MAY13 -10

MS00COM60 BIOLAC EQUIPMENT 0 0 0 0 30NOV12* 19

MS00COM70 CLARIFIER EQUIPMENT 0 0 0 0 30NOV12* 33

MS00COM CONTRACT COMPLETE 180 DAYS (22Feb13) 0 0 0 0 07MAY13 -74

MS00COM80 PROJECT COMPLETE 0 0 0 0 07MAY13 -52

YardYD00010 MOBILIZATION 10 0 5 100 06AUG12A 10AUG12A

YD00020 SITE SURVEY 2 0 2 100 09AUG12A 10AUG12A

YD00030 STRUCTURAL EXCAVATION TO 2827 5 0 5 100 13AUG12A 17AUG12A

YD00040 RECOMPACTION TO 2832 5 0 3 100 20AUG12A 22AUG12A

YD00060 INSTALL U/G WAS PIPING 5 3 18 40 08OCT12A 05NOV12 44

YD00050 INSTALL U/G INTERNAL RECYCLE PIPING 5 5 1 0 31OCT12A 12NOV12 44

YD00070 INSTALL U/G RAS PIPING 3 3 0 0 13NOV12 15NOV12 44

YD00080 INSTALL U/G SECONDARY EFFL PIPING 5 5 0 0 16NOV12 22NOV12 44

YD00090 INSTALL U/G FILTER BACKWASH PIPING 2 2 0 0 23NOV12 26NOV12 44

YD00100 INSTALL U/G SS AIR PIPING 3 3 0 0 27NOV12 29NOV12 44

YD00110 INSTALL MLSS DIST BOX PIPING 5 5 0 0 30NOV12 06DEC12 44

YD00120 INSTALL INFLUENT DIST BOX PIPING 2 2 0 0 07DEC12 10DEC12 44

YD00130 INSTALL MISC WIER BOXES 5 5 0 0 11DEC12 17DEC12 44

YD00140 MODIFY EXISTING CLARIFIER EFFL BOXES 5 5 0 0 18DEC12 24DEC12 44

ZZ01220 Substantial Completion 0 0 0 0 24DEC12 134

CLARIFIER #1CL01010 EXCAVATE CENTER SUMP 1 0 1 100 23AUG12A 23AUG12A

CL01020 INSTALL UNDER SLAB PIPING 2 0 10 100 27AUG12A 07SEP12A

CL01030 FORM CENTER SUMP 4 0 14 100 27AUG12A 13SEP12A

CL01040 REBAR @CENTER SUMP 2 0 2 100 11SEP12A 12SEP12A

CL01050 PLACE/STRIP CENTER SUMP 3 0 2 100 14SEP12A 17SEP12A

CL01060 INSTALL AGG BASE 2 0 2 100 20SEP12A 21SEP12A

CL01070 FORM SLAB SECTIONS 1 & 2 7 0 10 100 24SEP12A 05OCT12A


CL01080 REBAR @ SLAB SECTIONS 1 & 2 5 0 6 100 27SEP12A 04OCT12A

CL01090 PLACE/STRIP SLAB SECTION 1 & 2 2 0 2 100 08OCT12A 09OCT12A

CL01110 REBAR @ SLAB SECTIONS 3 & 4 5 0 3 100 10OCT12A 12OCT12A

CL01120 PLACE/STRIP SLAB SECTIONS 3 & 4 2 0 13 100 15OCT12A

CL01150 FORM EXTERIOR WALL SECTIONS 1 & 2 5 0 11 100 17OCT12A 31OCT12A

CL01130 INSTALL WALL REBAR TEMPLETE 2 0 2 100 18OCT12A 19OCT12A

CL01140 REBAR @ EXTERIOR WALLS 5 0 7 100 18OCT12A 26OCT12A

CL01160 PLACE/STRIP EXTERIOR WALL SECTIONS 1 & 2 2 2 0 0 01NOV12 02NOV12 2

CL01170 FORM EXTERIOR WALL SECTIONS 3 & 4 5 5 0 0 05NOV12 09NOV12 5


CL01200 FORM LAUNDER DECK 7 7 0 0 14NOV12 22NOV12 5

CL01190 CURE EXTERIOR WALL 10 10 0 0 14NOV12 27NOV12 17

CL01210 REBAR @ LAUNDER DECK & WALLS 5 5 0 0 23NOV12 29NOV12 5

CL01270 WATER TEST STRUCTURE 10 10 0 0 28NOV12 11DEC12 17


Commencement Date of Construction01NOV12

METAL BLDG21AUG12A

BAR SCREEN28AUG12A

AEREZEN BLOWERS04OCT12A

NOTICE TO PROCEED01NOV12*

WASH COMPACTOR01NOV12*

FLYGT PUMPS01NOV12*

Contract Duration01NOV12 07MAY13

BIOLAC EQUIPMENT30NOV12*

CLARIFIER EQUIPMENT30NOV12*

CONTRACT COMPLETE 180 DAYS (22Feb13) 07MAY13

PROJECT COMPLETE07MAY13

MOBILIZATION06AUG12A 10AUG12A

SITE SURVEY09AUG12A 10AUG12A

STRUCTURAL EXCAVATION TO 282713AUG12A 17AUG12A

RECOMPACTION TO 283220AUG12A 22AUG12A

INSTALL U/G WAS PIPING08OCT12A 05NOV12

INSTALL U/G INTERNAL RECYCLE PIPING31OCT12A 12NOV12

INSTALL U/G RAS PIPING13NOV12 15NOV12

INSTALL U/G SECONDARY EFFL PIPING16NOV12 22NOV12

INSTALL U/G FILTER BACKWASH PIPING23NOV12 26NOV12

INSTALL U/G SS AIR PIPING27NOV12 29NOV12

INSTALL MLSS DIST BOX PIPING30NOV12 06DEC12

INSTALL INFLUENT DIST BOX PIPING07DEC12 10DEC12

INSTALL MISC WIER BOXES11DEC12 17DEC12

MODIFY EXISTING CLARIFIER EFFL BOXES18DEC12 24DEC12

Substantial Completion24DEC12

EXCAVATE CENTER SUMP23AUG12A 23AUG12A

INSTALL UNDER SLAB PIPING27AUG12A 07SEP12A

FORM CENTER SUMP27AUG12A 13SEP12A

REBAR @CENTER SUMP11SEP12A 12SEP12A

PLACE/STRIP CENTER SUMP14SEP12A 17SEP12A

INSTALL AGG BASE20SEP12A 21SEP12A

FORM SLAB SECTIONS 1 & 224SEP12A 05OCT12A


REBAR @ SLAB SECTIONS 1 & 227SEP12A 04OCT12A

PLACE/STRIP SLAB SECTION 1 & 208OCT12A 09OCT12A

REBAR @ SLAB SECTIONS 3 & 410OCT12A 12OCT12A

PLACE/STRIP SLAB SECTIONS 3 & 415OCT12A

FORM EXTERIOR WALL SECTIONS 1 & 217OCT12A 31OCT12A

INSTALL WALL REBAR TEMPLETE18OCT12A 19OCT12A

REBAR @ EXTERIOR WALLS18OCT12A 26OCT12A

PLACE/STRIP EXTERIOR WALL SECTIONS 1 & 201NOV12 02NOV12

FORM EXTERIOR WALL SECTIONS 3 & 405NOV12 09NOV12


FORM LAUNDER DECK14NOV12 22NOV12

CURE EXTERIOR WALL14NOV12 27NOV12

REBAR @ LAUNDER DECK & WALLS23NOV12 29NOV12

WATER TEST STRUCTURE28NOV12 11DEC12



Early Bar

Progress Bar

Critical Activity

RCV3


Sheet 2 of 5


ActivityID

ActivityDescription

WBSAREAOrigDur

RemDur

ActDur

%Comp

EarlyStart

EarlyFinish

ActualStart

ActualFinish

TotalFloat

CL01220 FORM LAUNDER WALLS SECTION 1 & 2 7 7 0 0 30NOV12 10DEC12 5

CL01230 PLACE/STRIP LAUNDER WALLS SECTIONS 1 & 2 3 3 0 0 11DEC12 13DEC12 5

CL01240 FORM LAUNDER WALLS SECTION 3 & 4 7 7 0 0 14DEC12 24DEC12 5


CL01260 STRIP LAUNDER DECK 3 3 0 0 28DEC12 01JAN13 5

CL01280 INSTALL CURRENT BAFFLE 5 5 0 0 02JAN13 08JAN13 5

CL01290 INSTALL CLARIFIER EQUIPMENT 10 10 0 0 09JAN13 22JAN13 5

CL01320 INSTALL MISC METALS 5 5 0 0 23JAN13 29JAN13 8

CL01330 INSTALL A/G ELECTRICAL 10 10 0 0 23JAN13 05FEB13 5

CL01310 INSTALL 3W PIPING & SPRAYERS 5 5 0 0 30JAN13 05FEB13 8

CL01300 INSTALL CLARIFIER GROUT 3 3 0 0 06FEB13 08FEB13 5

CL01340 START UP OF CLARIFIER 5 5 0 0 11FEB13 15FEB13 5

CLARIFIER #2CL02010 EXCAVATE CENTER SUMP 1 0 1 100 24AUG12A 24AUG12A

CL02020 INSTALL UNDER SLAB PIPING 2 0 10 100 27AUG12A 07SEP12A

CL02030 FORM CENTER SUMP 4 0 14 100 27AUG12A 13SEP12A

CL02040 REBAR @CENTER SUMP 2 0 2 100 11SEP12A 12SEP12A

CL02050 PLACE/STRIP CENTER SUMP 3 0 2 100 17SEP12A 18SEP12A

CL02060 INSTALL AGG BASE 2 0 2 100 21SEP12A 24SEP12A



CL02090 PLACE/STRIP SLAB SECTION 1 & 2 2 0 2 100 09OCT12A 10OCT12A

CL02100 FORM SLAB SECTIONS 3 & 4 5 0 3 100 10OCT12A 12OCT12A


CL02120 PLACE/STRIP SLAB SECTIONS 3 & 4 2 0 3 100 17OCT12A 19OCT12A

CL02130 INSTALL WALL REBAR TEMPLETE 2 0 2 100 19OCT12A 22OCT12A

CL02140 REBAR @ EXTERIOR WALLS 5 0 7 100 22OCT12A 30OCT12A

CL02150 FORM EXTERIOR WALL SECTIONS 1 & 2 5 3 8 40 22OCT12A 07NOV12 2


CL02170 FORM EXTERIOR WALL SECTIONS 3 & 4 4 4 0 0 12NOV12 15NOV12 2


CL02200 FORM LAUNDER DECK 6 6 0 0 20NOV12 27NOV12 2

CL02190 CURE EXTERIOR WALL 10 10 0 0 20NOV12 03DEC12 13

CL02210 REBAR @ LAUNDER DECK & WALLS 5 5 0 0 28NOV12 04DEC12 2

CL02270 WATER TEST STRUCTURE 10 10 0 0 04DEC12 17DEC12 13




CL02250 PLACE/STRIP LAUNDER WALLS SECTIONS 3 & 4 3 3 0 0 28DEC12 01JAN13 2

CL02260 STRIP LAUNDER DECK 3 3 0 0 02JAN13 04JAN13 2

CL02280 INSTALL CURRENT BAFFLE 5 5 0 0 07JAN13 11JAN13 2

CL02290 INSTALL CLARIFIER EQUIPMENT 10 10 0 0 14JAN13 25JAN13 2

CL02320 INSTALL MISC METALS 5 5 0 0 28JAN13 01FEB13 5

CL02330 INSTALL A/G ELECTRICAL 10 10 0 0 28JAN13 08FEB13 2

CL02310 INSTALL 3W PIPING & SPRAYERS 5 5 0 0 04FEB13 08FEB13 5

CL02300 INSTALL CLARIFIER GROUT 3 3 0 0 11FEB13 13FEB13 2

CL02340 START UP OF CLARIFIER 5 5 0 0 14FEB13 20FEB13 2

RAS/WAS PUMP STATIONWAPS010 EXCAVATE VALVE VAULT 2 0 4 100 25OCT12A 30OCT12A

WAPS020 F/R/P VAULT SUMP 5 2 1 60 31OCT12A 02NOV12 11

WAPS030 INSTALL U/S PIPING 3 3 0 0 05NOV12 07NOV12 11

WAPS040 F/R/P SLAB 5 5 0 0 08NOV12 14NOV12 11


FORM LAUNDER WALLS SECTION 1 & 230NOV12 10DEC12

PLACE/STRIP LAUNDER WALLS SECTIONS 1 & 211DEC12 13DEC12

FORM LAUNDER WALLS SECTION 3 & 414DEC12 24DEC12


STRIP LAUNDER DECK28DEC12 01JAN13

INSTALL CURRENT BAFFLE02JAN13 08JAN13

INSTALL CLARIFIER EQUIPMENT09JAN13 22JAN13

INSTALL MISC METALS23JAN13 29JAN13

INSTALL A/G ELECTRICAL23JAN13 05FEB13

INSTALL 3W PIPING & SPRAYERS30JAN13 05FEB13

INSTALL CLARIFIER GROUT06FEB13 08FEB13

START UP OF CLARIFIER11FEB13 15FEB13

EXCAVATE CENTER SUMP24AUG12A 24AUG12A

INSTALL UNDER SLAB PIPING27AUG12A 07SEP12A

FORM CENTER SUMP27AUG12A 13SEP12A

REBAR @CENTER SUMP11SEP12A 12SEP12A

PLACE/STRIP CENTER SUMP17SEP12A 18SEP12A

INSTALL AGG BASE21SEP12A 24SEP12A



PLACE/STRIP SLAB SECTION 1 & 209OCT12A 10OCT12A

FORM SLAB SECTIONS 3 & 410OCT12A 12OCT12A


PLACE/STRIP SLAB SECTIONS 3 & 417OCT12A 19OCT12A

INSTALL WALL REBAR TEMPLETE19OCT12A 22OCT12A

REBAR @ EXTERIOR WALLS22OCT12A 30OCT12A

FORM EXTERIOR WALL SECTIONS 1 & 222OCT12A 07NOV12


FORM EXTERIOR WALL SECTIONS 3 & 412NOV12 15NOV12


FORM LAUNDER DECK20NOV12 27NOV12

CURE EXTERIOR WALL20NOV12 03DEC12

REBAR @ LAUNDER DECK & WALLS28NOV12 04DEC12

WATER TEST STRUCTURE04DEC12 17DEC12




PLACE/STRIP LAUNDER WALLS SECTIONS 3 & 428DEC12 01JAN13

STRIP LAUNDER DECK02JAN13 04JAN13

INSTALL CURRENT BAFFLE07JAN13 11JAN13

INSTALL CLARIFIER EQUIPMENT14JAN13 25JAN13

INSTALL MISC METALS28JAN13 01FEB13


INSTALL 3W PIPING & SPRAYERS04FEB13 08FEB13

INSTALL CLARIFIER GROUT11FEB13 13FEB13

START UP OF CLARIFIER14FEB13 20FEB13

EXCAVATE VALVE VAULT25OCT12A 30OCT12A

F/R/P VAULT SUMP31OCT12A 02NOV12

INSTALL U/S PIPING05NOV12 07NOV12

F/R/P SLAB08NOV12 14NOV12



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Sheet 3 of 5


ActivityID

ActivityDescription

WBSAREAOrigDur

RemDur

ActDur

%Comp

EarlyStart

EarlyFinish

ActualStart

ActualFinish

TotalFloat

WAPS050 F/R/P WALLS 10 10 0 0 15NOV12 28NOV12 11

WAPS060 CURE WALLS 15 15 0 0 29NOV12 19DEC12 11

WAPS070 COAT WAS WALLS 3 3 0 0 20DEC12 24DEC12 11

WAPS080 INSTALL WIER GATES 2 2 0 0 25DEC12 26DEC12 11

WAPS090 INSTALL RAS PUMPS 3 3 0 0 27DEC12 31DEC12 11

WAPS100 INSTALL WAS PUMPS 2 2 0 0 01JAN13 02JAN13 11

WAPS110 INSTALL A/G PIPING 5 5 0 0 03JAN13 09JAN13 11

WAPS120 INSTALL A/G ELECTRICAL 10 10 0 0 10JAN13 23JAN13 11

WAPS130 INSTALL MISC METALS HANDRAIL 5 5 0 0 24JAN13 30JAN13 11

WAPS140 START UP RAS PUMPS 3 3 0 0 31JAN13 04FEB13 11

WAPS150 START UP WAS PUMPS 3 3 0 0 05FEB13 07FEB13 11

Blower BulidingBWBL0010 ROUGH GRADE BLDG PAD 2 0 2 100 23AUG12A 24AUG12A

BWBL0020 INSTALL U/S ELECTRICAL 3 0 14 100 30AUG12A 18SEP12A

BWBL0030 F/R/P BLDG SLAB 5 0 8 100 19SEP12A 28SEP12A

BWBL0040 ERECT METAL BLDG 10 0 10 100 08OCT12A 19OCT12A

BWBL0050 INSTALL ELECTRICAL GEAR 5 5 0 0 01NOV12A 07NOV12 -8

BWBL0060 INSTALL BLOWER 3 3 0 0 08NOV12 12NOV12 -8

BWBL0070 INSTALL A/G PIPING 5 5 0 0 13NOV12 19NOV12 -8

BWBL0080 INSTALL A/G ELECTRICAL 10 10 0 0 20NOV12 03DEC12 -8

BWBL0090 START UP BLOWERS 3 3 0 0 04DEC12 06DEC12 -8

HeadworksHDWS0010 PREP EXISTING CHANNEL 2 2 0 0 01NOV12 02NOV12 20

HDWS0020 INSTALL BAR SCREEN 3 3 0 0 05NOV12 07NOV12 20

HDWS0030 INSTALL COMPACTOR 3 3 0 0 08NOV12 12NOV12 20

HDWS0040 INSTALL A/G PIPING 2 2 0 0 13NOV12 14NOV12 20

HDWS0050 INSTALL A/G ELECTRICAL 5 5 0 0 15NOV12 21NOV12 20

HDWS0060 INSTALL MISC METAL & HANDRAIL 3 3 0 0 22NOV12 26NOV12 20

HDWS0070 START UP BAR SCREEN 2 2 0 0 27NOV12 28NOV12 20

HDWS0080 START UP COMPACTOR 2 2 0 0 29NOV12 30NOV12 20

Basin Flow Constrol SturctureBFCS0010 CUT IN NEW PLUG VALVES 2 2 0 0 11DEC12 12DEC12 14

BFCS0020 INSTALL RECYCLE PUMPS 3 3 0 0 13DEC12 17DEC12 14

BFCS0030 INSTALL A/G PIPING 2 2 0 0 18DEC12 19DEC12 14

BFCS0040 INSTALL A/G ELECTRICAL 5 5 0 0 20DEC12 26DEC12 14

BFCS0050 INSTALL MISC METAL 3 3 0 0 27DEC12 31DEC12 14

BFCS0060 INSTALL DAVIT CRANE 2 2 0 0 01JAN13 02JAN13 14

BFCS0070 START UP RECYCLE PUMPS 2 2 0 0 03JAN13 04JAN13 14

Backwash FiltersBWFS0010 INSTALL FRP TANK 2 2 0 0 07JAN13 08JAN13 14

BWFS0020 INSTALL A/G BACKWASH PIPING 3 3 0 0 09JAN13 11JAN13 14

BWFS0030 INSTALL CHEMICAL PUMPS 5 5 0 0 14JAN13 18JAN13 14

BWFS0040 INSTALL A/G CHEMICAL PIPING 5 5 0 0 21JAN13 25JAN13 14

BWFS0050 INSTALL A/G ELECTRICAL 5 5 0 0 28JAN13 01FEB13 14

RCV3 nto WWTP Upgrades ALT (CD) 0 0 0 0 0

Aeration BasinsARBS0010 INSTALL PIPE SUPPORTS & MOORING ANCHORS 5 5 0 0 07DEC12 13DEC12 -8

ARBS0020 INSTALL SS AIR HEADER 5 5 0 0 14DEC12 20DEC12 -8

ARBS0030 REMOVE EXISTING AERATION EQUIP - SOUTH 3 3 0 0 21FEB13 25FEB13 -52

ARBS0040 DRAIN & CLEAN BASIN - SOUTH 4 4 0 0 26FEB13 01MAR13 -52

ARBS0050 MODIFY OVERFLOW PIPING - SOUTH 3 3 0 0 04MAR13 06MAR13 -52

ARBS0060 INSTALL A/G ELECT & INSTRUMENTS - SOUTH 2 2 0 0 07MAR13 08MAR13 -52


F/R/P WALLS15NOV12 28NOV12

CURE WALLS29NOV12 19DEC12

COAT WAS WALLS20DEC12 24DEC12

INSTALL WIER GATES25DEC12 26DEC12

INSTALL RAS PUMPS27DEC12 31DEC12

INSTALL WAS PUMPS01JAN13 02JAN13

INSTALL A/G PIPING03JAN13 09JAN13

INSTALL A/G ELECTRICAL10JAN13 23JAN13

INSTALL MISC METALS HANDRAIL24JAN13 30JAN13

START UP RAS PUMPS31JAN13 04FEB13

START UP WAS PUMPS05FEB13 07FEB13

ROUGH GRADE BLDG PAD23AUG12A 24AUG12A

INSTALL U/S ELECTRICAL30AUG12A 18SEP12A

F/R/P BLDG SLAB19SEP12A 28SEP12A

ERECT METAL BLDG08OCT12A 19OCT12A

INSTALL ELECTRICAL GEAR01NOV12A 07NOV12

INSTALL BLOWER08NOV12 12NOV12

INSTALL A/G PIPING13NOV12 19NOV12

INSTALL A/G ELECTRICAL20NOV12 03DEC12

START UP BLOWERS04DEC12 06DEC12

PREP EXISTING CHANNEL01NOV12 02NOV12

INSTALL BAR SCREEN05NOV12 07NOV12

INSTALL COMPACTOR08NOV12 12NOV12

INSTALL A/G PIPING13NOV12 14NOV12

INSTALL A/G ELECTRICAL15NOV12 21NOV12

INSTALL MISC METAL & HANDRAIL22NOV12 26NOV12

START UP BAR SCREEN27NOV12 28NOV12

START UP COMPACTOR29NOV12 30NOV12

CUT IN NEW PLUG VALVES11DEC12 12DEC12

INSTALL RECYCLE PUMPS13DEC12 17DEC12

INSTALL A/G PIPING18DEC12 19DEC12

INSTALL A/G ELECTRICAL20DEC12 26DEC12

INSTALL MISC METAL27DEC12 31DEC12

INSTALL DAVIT CRANE01JAN13 02JAN13

START UP RECYCLE PUMPS03JAN13 04JAN13

INSTALL FRP TANK07JAN13 08JAN13

INSTALL A/G BACKWASH PIPING09JAN13 11JAN13

INSTALL CHEMICAL PUMPS14JAN13 18JAN13

INSTALL A/G CHEMICAL PIPING21JAN13 25JAN13


INSTALL PIPE SUPPORTS & MOORING ANCHORS07DEC12 13DEC12

INSTALL SS AIR HEADER14DEC12 20DEC12

REMOVE EXISTING AERATION EQUIP - SOUTH21FEB13 25FEB13

DRAIN & CLEAN BASIN - SOUTH26FEB13 01MAR13

MODIFY OVERFLOW PIPING - SOUTH04MAR13 06MAR13

INSTALL A/G ELECT & INSTRUMENTS - SOUTH07MAR13 08MAR13



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Sheet 4 of 5


ActivityID

ActivityDescription

WBSAREAOrigDur

RemDur

ActDur

%Comp

EarlyStart

EarlyFinish

ActualStart

ActualFinish

TotalFloat

ARBS0070 INSTALL NEW AERATION EQUIPMENT - SOUTH 5 5 0 0 11MAR13 15MAR13 -52

ARBS0080 STARTUP & STABILIZE BASIN - SOUTH 15 15 0 0 18MAR13 05APR13 -52

ARBS0090 REMOVE EXISTING AERATION EQUIP - NORTH 3 3 0 0 08APR13 10APR13 -52

ARBS0100 DRAIN & CLEAN BASIN - NORTH 5 5 0 0 11APR13 17APR13 -52

ARBS0110 MODIFY OVERFLOW PIPING - NORTH 3 3 0 0 18APR13 22APR13 -52

ARBS0120 INSTALL A/G ELECT & INSTRUMENTS - NORTH 3 3 0 0 23APR13 25APR13 -52

ARBS0130 INSTALL NEW AERATION EQUIPMENT - NORTH 5 5 0 0 26APR13 02MAY13 -52

ARBS0140 STARTUP & STABILIZE BASIN - NORTH 3 3 0 0 03MAY13 07MAY13 -52

Project CloseoutA1240 Record Drawings 60 60 0 0 08MAY13 06JUL13 41

A1260 Warranty Binders 60 60 0 0 08MAY13 06JUL13 41

A1040 DBO Commission, Startup Test and Report 63 63 0 0 08MAY13 09JUL13 0

A1230 EOR & City Punchlist Cleared 21 21 0 0 10JUL13 30JUL13 0

A1250 Conditional Lien Waivers 17 17 0 0 31JUL13 16AUG13 0

A1265 City Certificate of Completion 0 0 0 0 16AUG13 0

A1270 FINAL COMPLETION 0 0 0 0 16AUG13 0


INSTALL NEW AERATION EQUIPMENT - SOUTH11MAR13 15MAR13

STARTUP & STABILIZE BASIN - SOUTH18MAR13 05APR13

REMOVE EXISTING AERATION EQUIP - NORTH08APR13 10APR13

DRAIN & CLEAN BASIN - NORTH11APR13 17APR13

MODIFY OVERFLOW PIPING - NORTH18APR13 22APR13

INSTALL A/G ELECT & INSTRUMENTS - NORTH23APR13 25APR13

INSTALL NEW AERATION EQUIPMENT - NORTH26APR13 02MAY13

STARTUP & STABILIZE BASIN - NORTH03MAY13 07MAY13

Record Drawings 08MAY13 06JUL13

Warranty Binders08MAY13 06JUL13

DBO Commission, Startup Test and Report08MAY13 09JUL13

EOR & City Punchlist Cleared10JUL13 30JUL13

Conditional Lien Waivers31JUL13 16AUG13

City Certificate of Completion 16AUG13

FINAL COMPLETION 16AUG13



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Sheet 5 of 5


Request for Information Log Section THREE–

RFI Log

Overaa

RFI

Number

Received

Date

Due Date RFI Topic Reviewer Returned

Date

1 8/6/2012 8/3/2012 Clarifier Slab Elevations PACE 8/3/2012

2 8/6/2012 8/3/2012 Piping Schedule PACE 8/3/2012

3 8/6/2012 8/6/2012 Pressure Relief Valves at Clarifier PACE 8/6/2012

4 8/6/2012 8/8/2012 Line size at WAS Pit Scum Piping PACE 8/3/2012

5 8/24/2012 8/23/2012 Clarifier Constructio Joints PACE 8/27/2012

6 8/24/2012 8/31/2012 Agg Base at Blower Building Slab PACE 8/28/2012

7 8/24/2012 8/29/2012 Pipe Encasement Under Clarifiers PACE 8/29/2012

8 10/2/2012 10/9/2012 Vertical CJ's at Clarifiers PACE 10/3/2012

9 10/4/2012 10/11/2012 Lights at Clarifiers Wright 10/5/2012

10 10/10/2012 10/17/2012 Pea Gravel at Wall Placements PACE 10/17/2012

12 10/11/2012 10/18/2012 Installation of 1200 Amp Breaker Wright 10/12/2012

13 10/15/2012 10/22/2012 Existing conduits 3/4'' not 1'' Wright 10/16/2012

14 10/16/2012 10/23/2012 Existing Conduits at Biofilters Wright 11/2/2012

16 10/24/2012 10/31/2012 Electrical Wire Wright 10/24/2012

17 10/29/2012 11/5/2012 Elevations for 14'' Recycle Lines PACE 10/30/2012

18 10/29/2012 11/5/2012 SS Air Piping Supports PACE 10/30/2012

PERC

Water

Number

Sent Date Due Date Submittal Name Reviewer Returned

From PACE

Forwarded

to Overaa

1 10/9/2012 10/23/2012 Crane Plate Embed PACE 10/18/2012 41565

Type

PERC Water Corporation Adelanto Wastewater Treatment Facilt

Job No:Project No:

Request and Answer LogDate: 11/2/2012Page:Page: 1 of 51 of 5

To From Number Issue Title Status Dated Responded RequiredAnswerRequest

A monolithic 2500 psi concrete encasement per detail 105/s3.1 isstructurally acceptable provided the encasement extends to the bottom ofthe mat slab. Also extend 5'-0 past the mat as shown on the structuraldrawings.


ANS OVERAA PACE 00008 Pipe Encasment under Clarifiers NEW 11/1/2012 11/8/2012

Nate provided the response to this RFI in the field. A written response willbe provided by 9/5/12


ANS OVERAA PACE 00010 Agg Base at Blower Bldg Slab NEW 11/1/2012 8/28/2012 11/8/2012

The attached layout is structurally acceptable.Robert Halliday – PKA 8/27/12


ANS OVERAA PACE 00015 Clarifier Construction Joints NEW 11/1/2012 8/27/2012 11/8/2012

Based on the electrical contractor's information that there are (14) 3/4"existing conduits, the conduit and wire schedule on sheet E7.0 may befollowed as designed except for the following conduits:P331A - (3) #8 conductors for PMP-05131, and (3) #8 conductors forPMP-05132;P333A - (2) #8 conductors for PMP-05101, (2) #8 conductors forPMP-05134, and (2) #8 conductors for the remote I/O.

The original design uses (11) conduits. Therefore, there are (3) remainingconduits that may be used. P331A and P333A shall be separated into theremaining (3) existing 3/4" conduits as follows:P331A - (3) #8 conductors for PMP-05131P341A - (3) #8 conductors for PMP-05132P333A - (2) #8 conductors for PMP-05101P342A - (2) #8 conductors for PMP-05134P343A - (2) #8 conductors for the remote I/O.

Note: P341A, P342A, and P343A are new conduit designations and willneed to have reflecting P341B, P342B, and P343B designations from theexisting vault 3 to the new vault 4, respectively.




ANS OVERAA PERC 00002 Existing conduits 3/4'' not 1'' NEW 10/30/2012 10/15/2012 11/6/2012

Confirmed. Bottom slab elevation on M3.0 needs to be changed toelevation 2835.25 (18” thick slab), in accordance with the Structural Plans.Please note, pipe concrete encasement will be changed to reflect the 6”difference. 8/3/12: PACE, RM


ANS OVERAA PERC 00003 Clarifier Slab Elevations NEW 10/30/2012 8/3/2012 11/6/2012

The catalog number should be MBF (MBF391 for 39W fluorescent) series.Please make the change.

Sheet E-8.0 Detail B calls for a 39w Nema-4x Fluorescent Light FixtureModel# MBL 101.... MBL is the call out for vapor. Should this call out be aMBF which is for a flourescent. Please clarify.

ANS OVERAA PERC 00004 Lights at Clarifiers NEW 11/1/2012 10/5/2012 11/8/2012

Due to the existing conditions and problems found after opening the coversat "MSA," it appears that the best solution is to remove the existing 200Amounting hardware above the "MCC-A" breaker and use that availablespace for the new 1200A breaker.


ANS OVERAA PERC 00005 Installation of 1200 Amp Breaker NEW 11/1/2012 10/12/2012 11/8/2012

Regarding the Spec Section 3100 - 3.5 Removal of Forms

Forms shall stay in place a minimum of 36 hours to allow proper curing andensure water tightness of the structures. At the contractor’s option, formsmay be removed after a minimum of 24 hours if the exposed surfaces of theconcrete are properly protected by use of a curing compound which coversthe entire exposed surface and ambient temperature conditions surroundingthe concrete remain at or above 50 Deg F. If curing compounds are used,compounds shall be removed prior to placement of fresh concrete from anadjacent, abutting poor. In either case, form cured or curing compoundcured, the contractor shall still be responsible for meeting the watertightness test requirements of the project specifications.

Regarding Sheet s1.1 - General Structural Notes

Confirmed, use of a keyed joint does not required ¼” amplitude roughening.





ANS OVERAA PERC 00006 Vertical CJ's at Clarifiers NEW 11/1/2012 10/3/2012 11/8/2012

Pressure relief valves are not required.8/6/12: PACE, RM


ANS OVERAA PERC 00007 Pressure Relief Valves at Clarifier NEW 11/1/2012 8/6/2012 11/8/2012

Expedition Report R_REQUEST_01

Type


Job No:Project No:



The Schedule is acceptable, with the following exceptions: 1. Shopdrawings shall be provided for pipe materials and accessories, includingpipe layouts (where applicable) in accordance with the projectspecifications. 2. Buried 12” RAS Line – Confirm location of buried 12”C900 at RAS. No buried 12” C900 PVC for RAS? 3. Buried 18” MLSS Line– It makes sense to use all DIP for this line rather than switch materials, asonly short spool pieces would be used at the existing MLSS line tie-in/valvelocation. 4. RAS PMP STA 6” Line – Gravity is referenced. This line ispumped. Material is acceptable. 5. WAS Exposed/SUB 6” Line – Pleasenote: WAS DIP line inside of pump station may be reduced to 4” at the flowmeter and then switch back to 6” at RAS PMP STA 6” Line. 6. C900 islisted for all PVC pipe. C905 shall be used for 14” and larger pipe sizes. 7.Spec section 02506 is listed for CL 51 buried pipe. Section 02565 shall beused for all buried ductile iron yard piping. 8. Interior CML coat shall includea final asphaltic sealant coat in accordance with the project specifications.8/3/12 PACE, RM


ANS OVERAA PERC 00009 Piping Schedule NEW 11/1/2012 8/3/2012 11/8/2012

The proposed plan to move the 14-inch internal recycle lines above the16-inch SS header is acceptable; however, the following shall also becoordinated with the proposed change:

1. The 14-inch PVC pipes shall transition to DIP (min 10 LF DIP, centeredabove header) at each of the crossings above the 16-inch SS header toallow for protection against heat from the headers.2. Verify the installed conditions for the 14-inch pipes does not create newhigh or low points along the lines, where combo air release valve(s) orcleanout(s) would need to be installed.3. Pipe trench, bedding, and backfill shall be installed in accordance withthe project specifications, and per the pipe manufacturer's instructions.

PACE - RM10/30/12



PACE - RM10/30/12

ANS OVERAA PERC 00011 Elevations for 14'' Recycle Lines NEW 11/1/2012 10/30/2012 11/8/2012

As shown, the proposed change is not acceptable.

Concrete saddles attached to the top of the existing concrete revetment willeventually settle and cause the revetment to crack, which will ultimately putthe thin-walled SS header under stress. Another possible solution (whichwill require discussion with the Geotechnical Engineer) would be to notchout the revetment at the locations of each saddle and pour individualfoundations for the saddles (similar to what is shown in the plans for themooring posts). Please revise RFI/sketch with foundations, or install perplan.

PACE - RM10/30/12

Sheet M-2.2 calls for the new SS Air Piping to be mounted to the existingmooring post. Overaa proposes to change this installation to concretesaddles that would be doweled into the existing lining. (See AttachedDrawings) Please advise if this change would be acceptable.

ANS OVERAA PERC 00012 SS Air Piping Supports NEW 11/1/2012 10/30/2012 11/8/2012

THWN and THWN-2 are suitable alternatives for XHHW and XHHW-2 ascalled for note 6 on sheet E1.0.


ANS OVERAA PERC 00013 Electrical Wire NEW 11/1/2012 10/24/2012 11/8/2012

The scum pump discharge pipes, and plug and check valves are 4”,following the 3”x4” reducer at the swept discharge connection on each ofthe pumps. 8/3/12: PACE, RM


ANS OVERAA PERC 00014 Line size at WAS Pit Scum Piping NEW 11/1/2012 8/3/2012 11/8/2012

The 2" conduit shall be C700A(control) and the 3/4" conduit shall beC701(power).

Connect power conductors to a spare breaker (120V) in panel "PA" in"MCC-D" for sensor equipment through C701. Connect control conductorsto PLC & Panel Controls to sensor equipment using C700A.

Extend new conduit above grade to equipment. Above grade conduit to beGRS/IMC.

Sheet-E5.3 describes (2) existing conduits coming from the PLC & ControlsPanel in the Administration Building, they are supposed to be turned intopathways for C700A and C701 which require 1” conduits.The existing are actually, one 2” conduit that goes to the PLC & ControlsPanel and the other is a ¾” conduit and that goes to the MCC-D which is onthe opposite wall in the electrical room. Please advise on how to proceed.

ANS OVERAA PERC 00016 Existing Conduits at Biofilters NEW 11/2/2012 11/2/2012 11/9/2012

The contractor's proposal of placing the wall with structural concrete in lieuof the 6" pea gravel mix at the bottom of the wall per Specification Section03300 3.2 C is acceptable. Note: Apart from the construction means used,the contractor shall be responsible for meeting the water tightness testrequirements of the project specifications.

10/17/12 - PACE, RM


10/17/12 - PACE, RM

ANS PERC PERC 00001 Pea Gravel at Wall Placements NEW 10/23/2012 10/17/2012 10/23/2012


Please review and confirm the attached layout of the wall construction jointsfor the Clarifiers

RFI PACE PERC OV-05 Clarifier Construction Joints CLO 8/24/2012 8/27/2012 8/23/2012


Type


Job No:Project No:




Sheet S3.2 Details 109 & 110 show a material under the slab that we areassuming is Agg Base. This material is only shown under the 8'' slab andnot the footings. I talked the soils engineer (LOR) and they are not surewhat this is or why it is being called out. Please confirm if Agg Base oranother material is required under the 8'' slab. If required, please let usknow how thick material needs to be. Please also confirm that no materialis necessary under the footings.

RFI PACE PERC OV-06 Agg Base at Blower Bldg Slab CLO 8/24/2012 8/28/2012 8/31/2012


Sheet S3.1 Detail 101 calls for 3000 psi slurry under the pipe encasement5'-0'' past the edge of footing. Sheet S3.1 Detail 105 calls for 1000 psiconcrete for the pipe encasement. We do not understand the need for aslurry mat under the pipe encasement. Overaa proposes to place theconcrete encasement monolithically with 2500 psi concrete per submittal16. If required, we could increase the thickness of the concrete under to thepipe to compensate for the slurry mat. We would also like to stop the pipeencasement 2'-0'' past the edge of footing per industry standard. Pleaseadvise if this is acceptable.

RFI PACE PERC OV-07 Pipe Encasment under Clarifiers CLO 8/24/2012 8/29/2012


Sheet M3.0 Section B shows at top of slab elevation of 2836.75 and bottomelevation of 2834.75 (2 FT slab). Sheet S3.1 Detail 102 calls for the slab tobe 18'' (1.5 FT). Please confirm that the bottom slab elevation on M3.0needs to be changed to elevation 2835.25.

RFI PERC OVERAA OV-01 Clarifier Slab Elevations CLO 8/6/2012 8/3/2012 8/3/2012


Overaa has review the different piping spec's has put together the attachedpipe schedule for Adelanto. Please confirm this schedule is acceptable forconstruction

RFI PERC OVERAA OV-02 Piping Schedule CLO 8/6/2012 8/3/2012 8/3/2012


Sheet S3.1 Detail 102 Note 14 calls for pressure relief valves at 20'-0'' O.C.around perimeter. These relief valves are not on the Mechanical Drawingsnor can I find a spec. Please verify the need for pressure relief valves. Ifrequired, please provide a spec.

RFI PERC OVERAA OV-03 Pressure Relief Valves at Clarifier CLO 8/6/2012 8/6/2012 8/6/2012


Sheet M3.1 RAS/WAS Pump Discharge & Sheet M3.2 Section B calls outthe scum line to be 4''. Sheet M0.2 Valve List & Sheet I5.0 calls out thevalves as 3'' with the piping changing to 4'' after the valves. Please confirmvalve & piping sizes in this area.

RFI PERC OVERAA OV-04 Line size at WAS Pit Scum Piping CLO 8/6/2012 8/3/2012 8/8/2012





Spec Section 3100 - 3.5 - Removal of Forms - calls for the forms to remainin place for 36 hours or a time frame based upon pre-approved contractorpour schedule. To meet our pour schedule, the forms would remain for amininum of 24 hours. Is this acceptable?

Sheet S1.1 - General Structural Notes - Construction Joints - Calls for akeyed joint or at the contractors option, the surface can be roughened to1/4'' amplitude. Overaa proposes to install the keyway and then waterblastto clean the joint. Please confirm this procedure will not require rougheningthe joint to a 1/4'' amplitude.

RFI PERC OVERAA OV-08 Vertical CJ's at Clarifiers CLO 10/2/2012 10/3/2012 10/9/2012

The catalog number should be MBF (MBF391 for 39W fluorescent) series.Please make the change.

Sheet E-8.0 Detail B calls for a 39w Nema-4x Fluorescent Light FixtureModel# MBL 101.... MBL is the call out for vapor. Should this call out be aMBF which is for a flourescent. Please clarify.

RFI PERC OVERAA OV-09 Lights at Clarifiers CLO 10/4/2012 10/5/2012 10/11/2012


Type


Job No:Project No:




10/17/12 - PACE, RM

Spec Section 03300 3.2 C calls for 6'' of pea gravel mix at the bottom of thewall placement. Only placing 6'' of pea gravel mix is very time consumingand the potential of a cold joint is very high. Most pea gravel mixes havemore rocks than a normal concrete mix which could cause a greater chanceof rock pockets at the waterstop. Overaa proposes to eliminate thisrequirement and place the wall with structural concrete. If the engineer stillwants the pea gravel mix, we propose to place the first lift at 2 feet orchange the pea gravel mix to a grout mix. Please advise.

RFI PERC OVERAA OV-10 Pea Gravel at Wall Placements CLO 10/10/2012 10/17/2012 10/17/2012


The existing 800 amp breaker hardware that feeds MCC-D was installedincorrrectly by the previous contractor. This will affect mounting of new1200 amp breaker. Graphic Tech proposes to use the top space in theMSA for the 1200 amp breaker which will require us to remove or relocatethe existing 200 amp spare hardware. See Photos Attached. Pleaseadvice if this is acceptable

RFI PERC OVERAA OV-12 Installation of 1200 Amp Breaker CLO 10/11/2012 10/12/2012 10/18/2012




Sheet E-5.5A directs us to use existing 1” conduits between MCC-D,Vault1, 2, and 3. for P331A thru P340A and C330A. The 14 existingconduits in this area are all 3/4''. Please provide direction on how toproceed.

RFI PERC OVERAA OV-13 Existing conduits 3/4'' not 1'' CLO 10/15/2012 10/15/2012 10/22/2012

The 2" conduit shall be C700A(control) and the 3/4" conduit shall beC701(power).

Connect power conductors to a spare breaker (120V) in panel "PA" in"MCC-D" for sensor equipment through C701. Connect control conductorsto PLC & Panel Controls to sensor equipment using C700A.

Extend new conduit above grade to equipment. Above grade conduit to beGRS/IMC.

Sheet-E5.3 describes (2) existing conduits coming from the PLC & ControlsPanel in the Administration Building, they are supposed to be turned intopathways for C700A and C701 which require 1” conduits.The existing are actually, one 2” conduit that goes to the PLC & ControlsPanel and the other is a ¾” conduit and that goes to the MCC-D which is onthe opposite wall in the electrical room. Please advise on how to proceed.

RFI PERC OVERAA OV-14 Existing Conduits at Biofilters CLO 10/16/2012 11/2/2012 10/23/2012


Sheet E-1.0 Note 6 calls for wire to be XHHW and XHHW-2. In our BasicElectrical Submittal we submitted on THWN and THWN-2 which cameback with no comments for this material. Please confirm that THWN andTHWN-2 is acceptable.

RFI PERC OVERAA OV-16 Electrical Wire CLO 10/24/2012 10/24/2012 10/31/2012



PACE - RM10/30/12

The new profiles on Sheet C-4.2 for the 14'' Recycle Lines has increasedthe depth of the lines to a point that we will need to use hydraulic shores orbench the embankment to install the lines. Overaa is very concerned that ifwe have to dig this far down, we will undermine the liner and possiblydamage the slope of the embankment. We have potholed all the existinglines and have worked with the Electrician to come up with a plan that willreduce this risk while allowing us to install all of the piping & conduit. (SeeAttached Drawings) Please advise if this plan is acceptable.

RFI PERC OVERAA OV-17 Elevations for 14'' Recycle Lines CLO 10/29/2012 10/30/2012 11/5/2012


Type


Job No:Project No:



As shown, the proposed change is not acceptable.

Concrete saddles attached to the top of the existing concrete revetment willeventually settle and cause the revetment to crack, which will ultimately putthe thin-walled SS header under stress. Another possible solution (whichwill require discussion with the Geotechnical Engineer) would be to notchout the revetment at the locations of each saddle and pour individualfoundations for the saddles (similar to what is shown in the plans for themooring posts). Please revise RFI/sketch with foundations, or install perplan.

PACE - RM10/30/12

Sheet M-2.2 calls for the new SS Air Piping to be mounted to the existingmooring post. Overaa proposes to change this installation to concretesaddles that would be doweled into the existing lining. (See AttachedDrawings) Please advise if this change would be acceptable.

RFI PERC OVERAA OV-18 SS Air Piping Supports CLO 10/29/2012 10/30/2012 11/5/2012


Submittal Log Section FOUR–

Submittal Log

Spec Number

Submittal Number

Received Date

Due Date Submittal Name Reviewer Reviewer Number

Returned From PACE

Returned to Party Outcome

11200 6b 5/3/2012 8/17/2012 Aeration Turbo Blowers PACE 1 5/7/2012 7/5/2012 - Overaa MCN

13100 11 5/1/2012 NA Rigid Building PACE 2 6/12/2012 6/12/2012 - Overaa MCN

11810 8 5/3/2012 8/17/2012 Secondary Clarifier System PACE 3 6/6/2012 6/6/2012 - Overaa MCN

11800 15 8/20/2012 8/17/2012Biological Equipment & Process

PACE 4 7/23/2012 8/21/2012 - Overaa REV

11300A 3 6/19/2012 8/20/2012Headworks Screening System

PACE 5 6/26/2012 8/1/2012 - Overaa MCN

11300B-M 5 6/19/2012 NAWestech Washer-Compactor- MECHANICAL

PACE 6 7/18/2012 7/18/2012 - Overaa MCN

11300B-E 5b 6/29/2012 7/17/2012Westech Washer-Compactor- ELECTRICAL

PACE 6 & WRIGHT 8/1/2012

8/1/2012 - Overaa MCN

03300 OV-1 7/27/2012 8/10/2012 Structural Mix Design PACE 7 7/30/2012 7/30/2012 - Overaa MCN

03200 OV-2 8/7/2012 8/21/2012Clarifier Slabs & Walls Rebar Shop Dwgs.

PACE 8 8/16/2012 7/31/2012 - Overaa REJ

03200 OV-2.1 8/31/2012 ASAPClarifier Slabs & Walls Rebar Shop Dwgs.

PACE 27 9/24/2012 9/24/2012 - Overaa MCN

02565 OV-3 8/14/2012 8/28/2012 Ductile Iron Pipe PACE 10 8/28/2012 8/29/2012 - Overaa MCN

03150 OV-4 8/15/2012 8/28/2012 Waterstop PACE 11 9/6/2012 Verbally 9/4/2012 NET

03100 OV-5 8/14/2012 8/16/2012 Concrete Accessories PACE 12 9/6/2012 Verbally 9/4/2012 NET

02506 OV-6 8/14/2012 8/28/2012 Polyvinyl Chloride Pipe PACE 13 8/27/2012 8/28/2012 - Overaa MCN

15030 OV-7 8/14/2012 8/28/2012 Stainless Steel Pipe PACE 14 8/27/2012 8/28/2012 - Overaa MCN

15062 OV-8 8/14/2012 8/28/2012Aboveground Ductile Iron Pipe

PACE 15 8/28/2012 8/29/2012 - Overaa MCN

15071 OV-9 8/14/2012 8/28/2012 Plastic Pipe & Tubing PACE 16 8/27/2012 8/28/2012 - Overaa NET

Submittal Log

Spec Number

Submittal Number

Received Date


Returned From PACE


15203 OV-10 8/14/2012 8/28/2012 Check Valve PACE 17 8/27/2012 8/28/2012 - Overaa NET

15025 OV-11 8/14/2012 8/28/2012 Aboveground Steel Pipe PACE 18 8/27/2012 8/28/2012 - Overaa NET

15207 OV-12 8/14/2012 8/28/2012 Ball Valves PACE 19 8/27/2012 8/28/2012 - Overaa NET

15000 OV-13 8/14/2012 8/28/2012Aboveground Pipe Shop Drawings

PACE 20 8/31/2012 8/31/2012 - Overaa MCN

15000 OV-14 8/16/2012 8/30/2012 Wall Sleeves & Linkseals PACE 21 8/29/2012 8/29/2012 - Overaa MCN

15000 OV-15 8/16/2012 8/30/2012 Chemical Mixers PACE 22 8/29/2012 8/29/2012 - Overaa REV

03300 OV-16 8/16/2012 8/30/2012 Pipe Encasement Mix Design PACE 23 8/27/2012 8/28/2012 - Overaa MCN

15000 OV-17 8/16/2012 8/30/2012Gaskets, Grouved Couplings & Sleeve Type Couplings

PACE 24 8/29/2012 8/29/2012 - Overaa MCN

03330 OV_18 8/16/2012 8/30/2012Blower Building & RAS/WAS Pump

PACE 25 9/21/2012Verbally 9/4/2012, Final 9/21/2012 - Overaa

MCN

02200 OV-19 8/23/2012 9/6/2012 Type F Agg BasePERC Water

NA 10/17/2012Verbally 9/4/2012, Final 10/23/2012 - Overaa

NET

03290 OV-20 8/28/2012 9/11/2012 Slip Dowels PACE 26 8/31/2012 8/31/2012 - Overaa MCN

03100-2.1 OV-21 9/11/2012 9/25/2012 Concrete Wall Forms PACE 27 9/11/2012 9/24/2012 - Overaa MCN

06010 OV-22 9/18/2012 10/2/2012 Basic Electrical Submittal Wright NA 10/1/2012 10/1/2012 - Overaa MCN

15030 OV_23 9/26/2012 10/10/2012Stainless Steel Piping for Blower Building

PACE 34 10/11/2012 10/11/2012 - Overaa MCN

08330 - 1.3 OV-24 10/4/2012 10/18/2012 Coiling Steel DoorsPERC Water

NA NA 10/10/2012 - Overaa NET

05500 OV_25 10/12/2012 10/26/2012 Miscellaneous Metals PACE 41 10/26/2012 10/29/2012 - Overaa MCN and REV

15204 PW-1 9/11/2012 9/25/201 Val-Matic Plug Valves PACE 29 10/19/2012 10/23/2012 - Steven Crump MCN

Submittal Log

Spec Number

Submittal Number

Received Date


Returned From PACE


15202 PW-2 9/11/2012 9/25/2012 Val-Matic Butterfly Valves PACE 30 10/18/2012 10/23/2012 - Steven Crump MCN

09800/15204

PW-3 9/11/2012 9/25/202Speacial Coatings for Val-matic

PACE 31 10/18/2012 10/23/2012 - Steven Crump MCN

17510 PW-4 9/11/2012 Info Ultrasonic Level Sensor PACE NA - - -

15201 PW-5 9/11/2012 Info Auma Valve Actuators PACE 28 10/19/2012 10/23/2012 - Steven CrumpMCN and Submit DWG

13200 PW-6 9/18/2012 Info Chemical Storage Tank PACE NA - - -

15200 PW -7 10/1/2012 Need Info Waterman Valves PACE 36 10/9/201210/9/2012 - Sherri Lynn Prock

MCN

02200 PW-8 10/4/2012 10/18/2012 Type F Agg Base PACE 35 10/17/2012 10/23/2012 - Overaa, LOR NET

14300 PW-9 10/5/2012 10/19/2012 Chain Hoits PACE 37 10/18/2012 10/23/2012 - Mike Perera MCN

13100 -2.10 PW-10 10/10/2012 Info Rigid Louvers PACE NA - - -

08330 PW-11 10/10/2012 Info Coiling Steel Door PACE NA - - -

17550 PW -12 10/17/2012 10/31/2012 Clarifier RAS/WAS Controls PACE 42 10/30/201210/30/2012 - Prime Systems

MCN

11800 PW - 13 10/17/2012 10/31/2012 Parkson Biolac PACE 4C 10/29/201210/29/2012 - Prime, 11/2/2012 - Parkson

MCN

11900 PW - 14 10/23/2012 11/8/2012 Tracom Weir Box PACE 43 10/30/201211/01/2012 - Tracom & Overaa

MCN

17120 PW - 15 10/25/2012 11/8/2012Blower Master Control Panel

PACE

17150 PW - 16 10/29/2012 Info Air Flow Meter PACE NA - - -

16482 PW - 17 11/1/2012 Info Danfoss VFD Drives PACE NA - - -

Submittal Log

Spec Number

Submittal Number

Received Date


Returned From PACE


Key MCN Closed ItemNET Closed Item No Exceptions TakenREV Open Item Revise and ResubmitREJ Open Item Rejected

Accepted with (Make) Corrections Noted.

Equipment Received List Section FIVE–

Recieved Equipment Log

QUANTITY DESCRIPTION SUPPLIER (VENDOR) DATE RECEIVED

1 Flex-Rake Screen Duperon August

1

Open Channel Flow Monitor, SCR Enclosure

Sunscreen, SMS Sensor Mounting Stand – 46”W x 26”

h.

Greyline Instruments, Inc.September 5, 2012

(Estimated date)

215 kW / 20 HP, 380 -480 VAC, three Phase,

IP66/Nema 4xDanfoss

September 5, 2012

(Estimated date)

3 Turbo Blowers Blowers AerezenSeptember 24, 2012

(Estimated date)

2RAS/WAS Sump Pumps by Sta-Rite,

Model DC 250 120V Drainer 1/2 Hp 115 V Western Hydro

October 12, 2012

(Estimated date)

12Chemical mixers, 4" Wafer Style w/2 chem ports,

Item 13 on equipment ListWestfall

October 12, 2012

(Estimated date)

2Thickener scum pumps, Little Giant, Item 7 on

Equipment ListUSA Bluebook

October 18, 2012

(Estimated date)

4Krohne Optiflux Meters 2300 C Magnetic Inductive

Flowmeter 2 @ 12", 1 @ 10", 1@ 6"AMS

October 13, 2012

(Estimated date)

2 Air Gas Mass Flow Meter Fluid Components InternationalOctober 13, 2012

(Estimated date)

Safety Statistics Section SIX–

SAFETY STATISTICS

September Safety Statistics

PERC Water City of Adelanto

Description October Project to Date

Lost Time Accidents 0 0

Lost Time Case Incident Rate (LTCIR) 0 0

Lost Time Days 0 0

Lost Time Days Incident Rate (LTDIR) 0 0

Recordable Cases 0 0

Recordable Case Incident Rate (RCIR) 0 0

LTCIR= No. Lost Time Cases x 200,000 Hours Worked LTDIR= No. Lost Time Days x 200,000 Hours Worked RCIR= No. OSHA Recordable Cases x 200,000 Hours Worked Total man hours worked to date 5,363** (as of 11/2/2012) **Indicated number also includes salaried employees and hours may vary plus or minus depending on exact hours worked by salaried employees.

Subcontractor List Section SEVEN–

Contacts Address Phone Fax Contact Cell Email Trade Type

760-246-2300 x 3006 760-246-3242 John Sponsler, Director of

Public Utilities760-578-4297 [email protected]

760-246-2300 x 3016 760-246-8421 James (Jim) Hart,

City Manager [email protected]

760-246-2300 x 3025 760-246-3242 Tom Thornton, P.E.

City Engineer760-617-0041 [email protected]

760-246-2300 Nathan Coapstick, On-Site Engineer [email protected]

108 Independence Way Coatesville, PA 19320 773-772-3526 Joel Schomo [email protected] Blower Manufacturer

1779 Lemon Tree Ct San Marcos, CA 92708 760-798-0232 Steven Seymour,

Saddleback Environmental949-291-0555 [email protected] Blower Manufacturers' Rep

B&H Construction 14941 Sultana St. Hesperia, CA 92345 760-948-4150 Robert Holmgren Metal Building Installation

Duperon 989-754-8800 x 17 989-754-2175 Tammy Medel-Cavenaugh [email protected] Supplier

Graphic Tech Electrical 1743 Floradale Ave South El Monte, CA 91733 626-279-2211 Carlos Hernandez 626-279-9592 Electrician

Harris Rebar 1505 E. Mission Blvd. Pamona, CA 91766 909-397-7155 909-397-7146 Rick Jaynes 714-326-1446 [email protected] Rebar Contractor

Kusters Water 3825 Lorna Road, Suite 214 Hoover, AL 35244

864-576-0660 x 1205 205-987-8996 John B. Howell [email protected] Clarifier Manufacturer

LOR Geotechnical Group, Inc. 6121 Quail Valley Court Riverside, CA 92507 951-653-1760 951-653-1741 M. Kevin Osmun, P.E., [email protected] Geotechnical Engineer

Harold McAllister

Larry Warren

19101 Jonathan St. Adelanto, CA 92301 510-234-0926 Ted Doty

Project Manager - Onsite510-719-1260 [email protected]

510-231-5531 Jeff Naff [email protected]

510-719-1222 Robert Kirk [email protected]

510-231-5582 510-373-2353 Meagan Conklin Project Supervisor

510-719-3931 [email protected]

510-234-0926 Zane Handoush, Project Assiatant [email protected]

Robert Murphy, E.I.T.Design Engineer


James Matthews, PESr. Vice President


Parada Painting, Inc. P.O. Box 340 Poway, CA 92074 858-748-3540 Randy DeMas 858-748-3774 Painter

Engineer

Adelanto Public Utility Authority

PACE 17520 Newhope Street, Suite 200Fountain Valley, CA 92708 714-481-7300 714-481-7299

Client

Aerezen USA

General Contractor200 Parr Blvd Richmond, CA 94801 USA

Adelanto Public Utility AuthorityCity of Adelanto 11600 Air Expressway Adelanto, CA 92301

H. F. McAllister Grading Apple Valley, CA 92307 760-242-8811 Grading

Overaa

mailto:[email protected]
















Contacts Address Phone Fax Contact Cell Email Trade TypeAdelanto Public Utility Authority

Nate OwenVP of Construction


Erin Hubbard, P.E.Project Manager


Dianna BeneshManager of Project

Accounting714-352-7762 [email protected]

Brain CullenPresident


PERC Water Operations - Adelanto 19101 Jonathan St. Adelanto, CA 92301 760-246-1149 David Kachelski,

Operations Manager714-887-9794 [email protected]

954-935-6246 Julie Davis PMP, Project Manager [email protected]

954-935-6246 Steve Rothenberg

PK Associates 7434 E. McDonald DriveScottsdale, AZ 85250 480-922-8854 480-922-3739 Christa Chau [email protected] Structural Engineer

Prime Systems Industrial Automation 6236 Rivercrest Drive, Suite B Riverside, CA 92507 951-656-7139 951-656-8139 Marc Smith

President951-237-7916 [email protected] Automation Contractor

3 Huton Centre Drive, Suite 200 Santa Ana, CA 92707 714-481-7992 Harvey Gobas, P.E.

Reviewing Engineer562-618-3181 [email protected]

916-788-4851 Ken Stram, P.E. Construction Review [email protected]

Rigid Global Buildings 18933 Aldine Westfield Road Houston, TX 77073 281-443-9065 Ryan Oglevee Blower Building Manufacturer

Rutan Attorneys at Law 611 Anon Blvd, Suite 1400 Costa Mesa, CA 92626 714-546-9035 Todd O. Liftin [email protected] Attorney

John Morales [email protected]

Jehiel Cass [email protected]

WJO Engineering 8546 Wyndrush Way El Dorado Hills, CA 95762 Webster Owen, Jr. [email protected] City Reviwer

Wade Williams, PE Electrical Engineer


Daniel L. Harris [email protected]

1300 Skokie Hwy Ste. 104Gurnee, IL 60031 801-290-6443 Michael Young,

Engineering [email protected]

PO Box 65068 Salt Lake City, UT 84165-0068 801-290-5336 Mitch Hameister, Project

Manager [email protected]

Xylem 11161 Harrel Street, Mira Loma, CA 91752 951-332-3669 951-332-3679 Ricardo Guanio

Sales Eng562-382-3930 [email protected] Pump Supplier

480-497-5807 Electrical Engineer

Reviewing Engineer, APUA Contractor

760-241-7308

Psomas

WesTech

PERC Water 959 S. Coast Drive, Suite 315Costa Mesa, CA 92626

Wright Engineering Corporation

Regional Water Quality Control Board - Victorville Branch

14440 Civic Dr, Suite 200 Victorville, CA 92392

Manufacturer Screenings Washer

165 E. Chilton Dr Chandler, AZ 85225 480-497-5829

714-352-7750 714-352-7765

760-241-6583 Water Quality Regulator

Design Builderand Operator

Parkson 1401 West Cypress Creek Road Fort Lauderdale, FL 33309

Biological Process Manufacturer




















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City of Adelanto Progress Binder November 2012

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