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HomeMy WebLinkAboutC2015-291 - 9/29/2015 - NA 1 i a-4 CHANGE ORDER FORM .�� FR E E 5 E innovative approaches ! Practical results 6 ? 4 2015 , • I Outstanding service U G 2 PROJECT: Mary Rhodes Pipeline Phase 2-Pump Stations/Sedimentation Basins PROJECT NUMBERS COR10165B , 1___ 4 OWNER: City of Corpus Christi E10008 ., CONTRACTOR: Oscar Renda Contracting ENG I N E E Th k,b 0-."1'rtl l i,z. ` ENGINEER: Freese and Nichols,Inc. ___ CHANGE ORDER NO.: Two DATE: 3-Aug-15 Make the following additions,modifications or deletions to the work described in the Contract Documents and included in the attachements listed below: 1) CP-004 Sump Underdrains w/power for MH#1 and MH#2 in Sed Basins $ 31,909.02 2) CP-005 Video Surveilance,Bouys,Sign,Piles and Lighting at River PS $ 80,263.58 3) CP-006 Standby Emergency generators at the RPS and BPS 15 days $ 217,846.64 4) Claim for differing site conditions-flood level flows during work in the Colorado River 16 days $ - 5) $ - 6) $ - CO Total 31 days $ 330,019.24 The compensation agreed upon in this Change Order is full,complete and final payment for all costs the Contractor may incur as a result of or relating to this change whether said costs are known,unknown,foreseen or unforseen at this time,including without limitation,any cost for delay,extended overhead,ripple or impact cost,or any other effect on changed or unchanged work as a result of this Change Order. Original Contract Amount $ 29,167,288.41 e Previously Approved Change Order Amount $ 96,083.41 Adjusted Contract Amount $ 29,263,371.82 1 Proposed Change Order Amount $ 330,019.24 1 B1 Revised Contract Amount $ 29,593,391.06-• Previous Contract Time 473 CD Previous Substantial Completion Date June 9,2015 1itt� Previous Final Completion Date August 8,2015 Net Change in Contract Time 31 Revised Contract Time 504 / Revised Substantial Completion Date July 10,2015 Revised Final Completion Date September 8,2015 Recommended by Approved by Freese d o ,I c Oscar Renda Contract ng By t'b -I S By 8G.-/5 G. chard Provolt, M Date hn Robbins,P.E. Date Project Construction Manager Project Manager Recommended 5..., ', e ,e4S30"r ended by: 11II `^)1► • hIAid ° 1-1(1 -- Phil Hoe""P.E. Date 7 de H.Gray, . Date Acting Constru 'on , gin er E cutive Director of Publ Works Q /.,Recommended by: ;4,�. 9e/ s Recommended Z 1 3�L5 effry Edmonds, '.E. Date net KelloDate Director of Capital Programs City Attorne q Attested by:T2-41.A...4.--4.16" 1 /CJ"(/r 3 _ _ ate Rebecca Huerta Date City Secretary Recommended by: o f t .4I 2,. / / �� Approved by: 9/ 15 . Eddie Houlihan i a,: Atilitrilia Olfokk Date Budget and Finance I .Aeeieient 4bcj5' 0-11 k" V 1: 6506110 - AUG 12 2015 00008'0la 14 } /� 2015-291 _ k. �I ,_ . _ _ _ 9/29/15 0pe ( ., � f �9` �� Freese and Nichols Inc. INDEXED f FREESE REESE lnnovar:�:e approaches PractzNICHOLS Outstanding ingses Q Outstanding service 10431 Morado Circle,Suite 300 • Austin,Texas 78759 • 512-617-3100 • fax 512-617-3101 www.freese.corn August 10, 2015 Mr. Phil Boehk, P.E. Acting Construction Engineer/Project Manager City of Corpus Christi Capital Programs Construction Inspection 4917 Holly Road, Bldg 5 Corpus Christi,TX 78411 Re: Mary Rhodes Pipeline Project—Pump Station and Sedimentation Basin Contract Project No. E10008 Change Order No.Two Mr. Boehk: I am sending to you with this letter 5 copies of Change Order No.Two which has been prepared for the referenced project. Please have all copies executed and return two full copies to me. I will forward one copy to Oscar Renda Contracting and will retain one copy for project filing purposes. If you have any questions, please do not hesitate to call. Sincerely, FREESE AND NICHOLS, INC. G. Richard Provolt Project Construction Manager Attachment MEMORANDUM FREESE Ir <NICHOLS Practical rF.su'*c Outstanding s rvicc 10431 Morado Circle,Suite 300 • Austin,Texas 78759 • 512-617-3100 • fax 512-617-3101 www.freese.com TO: Jerry Shoemaker, P.E. CC: Kent Power, P.E.,Anne Carrel, P.E. FROM: Richard Provolt, CCM SUBJECT: Change Order No. 2 DATE: August 03,2015 PROJECT: Mary Rhodes Pipeline Project—Pump Station and Sedimentation Basin Contract Mr.Shoemaker, This memo serves as a summary for the reasons and recommendation behind the items in Change order No. 2. Item No 1.-CP-004 Sump Underdrains w/power for MHH#1 and MH#2 in Sedimentation Basins-The original design had a sump block out in the sedimentation basin underdrain manholes to run a portable sump pump.After construction began the City decided they would prefer to have a permanent installation for automatic pump operations vs. having staff physically tend to the sump pumping when needed.This change provides the electrical system to provide that desired function. Item No. 2.—CP-005 Video Surveillance, Buoys, Sign, Piles and Lighting at River Pump Station-After a lengthy permitting process including coordination with TCEQ, USACE,GLO, Matagorda County and the City, a redesign was performed for the previously approved layout of buoys,anchors, and cables in the Colorado River. In addition red-design of signage,cameras, horns,water quality monitoring panel, and all electrical components to support the new devices was requested by regulatory agencies. Item No. 3—CP-006 Standby Emergency generators at the River Pump Station and Booster Pump Stations- The City decided to add small standby generators,security cameras flood lights and alarm horns to each pump station to handle basic functions of the PS's security system and lights if there were to be a power outage. Item No.4—During the months of March,April and May there was considerable flood stage flows in the Colorado River at the project site that prevented the Contractor from safely performing critical work that was ongoing in the river.This item is to compensate the Contractor for the excessive days when critical path work was being performed and had to be stopped due to the extreme river flows. Based on the negotiations between the PCM and the Contractor I recommended approving these changes.The pricing is considered fair and reasonable. FREES '"°°'ateafiPro es Q $I ? ICHOLS 4� `f , _,,__,v,4,,, ,i 10431 Morado Circle,Suite 300 • Austin,Texas 78759 • 512-617-3100 • fax 512-617-3101 www.freese.com June 23,2015 Sent via e-mail this date Mr.John Robbins, P.E. tw- / _ 2l 6 / Project Manager Oscar Renda Contracting 14c11,� 1 te O P(1 606 Henrietta Creek Road Roanoke,Texas 76262 Re: Mary Rhodes Pipeline PH 2, Pump Station/Sedimentation Basin—Project E10008 Three ORC letters on Differing Site Conditions—River Conditions dated June 18, 2015 Dear Mr. Robbins: We have reviewed the three letters you've sent on the referenced subject dated June 18, 2015.While we disagree with your description of"differing site conditions",we recognize that safety is a critical factor and therefore will agree to evaluate each letter and request individually based on its own merit and the facts. All requests for additional time will first be evaluated on whether or not the impact of the delayed portion of work was on the critical path for the current schedule at that point in time. There is no established "normal flow"for the Colorado River.What you've reference as normal flow is in fact the minimum required flow due to mandatory releases from the flood control dams upstream.The Colorado River is subject to 39,428 square miles of drainage basin. Flows have varied from minimal to flood stage at random times and durations since the beginning of time.ORC was and is aware of this fact and also knows that they may encounter these variable flows over the course of what was supposed to be a one year project.Therefore we do not consider the flows to be a "differing site condition". The first letter refers to the original notification date of March 12, 2015. ORC has requested 15 days be added to the contract time due to flow conditions. ORC and its diving subcontractor established "safe flows"for diving work to be below 2,500 cfs. Using this flow rate is acceptable to us when evaluating if safe access to the underwater river work viable. Reviewing the river flows over the dates that were presented,we've note that from March 16 through March 21 the average mean flows were less than 2,300 cfs yet no work was performed in the river. Scheduling or availability of ORC's resources are not the Owner, CM team or Engineer's responsibility. Based on the river flow data,the CPM schedule at that time d your request for 15 days to be added to the Contract time,we will recommend to the Owner tha Oays be added to the Contract time for particular request of the March 12, 2015 letter. In addition it is noted that on March 25th and 26th divers were working in the river to retrieve the MTBM when daily mean flows were 5,400 cfs and 3,580 cfs, respectively. The second letter refers to the flows during the period from April 18 to April 23. Based on the river flow data,the CPM schedule at that tiand your request for 6 days to be added to the Contract time,we will recommend to the Owner tha 66 ays be added to the Contract time for particular request of the April 21,2015 letter. The third letter refers to the flows encountered from May 8th up to the present time.The CPM submitted on May 8th shows the RPS grade beams as the critical path.The work ORC has left to do in the 4':yt Mr.John Robbins, P.E. I::: J 2015-06-23 Page 2 of 2 River has no impact on the critical path from May 8th up to the time of this response. No time extensions will be considered for the river work at this time. If the river work slips beyond what is currently shown as the critical path and takes the critical path we will evaluate the impact at that time if needed. If you have any questions, please do not hesitate to call. Sincerely, Freese and Nichols, Inc. Richard Provolt,CCM Associate Project Construction Manager Freese and Nichols, Inc. 10431 Morado Circle Bldg. 5,Suite 300 Austin,Texas 78759 512-617-3157 Office 817-269-9025 Cell Attachments XC:Jeff Edmonds, P.E. Veronica Ocanas Jerry Shoemaker, P.E. Kent Powers, P.E. Daniel Deng, P.E. Anne Carrel, P.E. Jerry Taylor, P.E. Ryan Ramsey, P.E. Daneel Nortier, P.E. Nick Lester, P.E. John New, P.E. Ron Guzman, P.E. i1�5 t' t it July 15, 2015 G � '�'� tDS 1)105 71# I �I S) 0'1 3(.11./.11 .°,1 Mr.Richard Provolt Freese and Nichols,Inc. 10431 Morado Circle Bldg. 5, Suite 300 Austin,Texas 78759 Re: Mary Rhodes Pipeline PH 2, Pump Station/Sedimentation Basin RCP-003 • Dear Mr. Richard Provolt: Per RCP-003,Oscar Renda proposes to perform the following work,Described as: 1) CP-004—Sump Underdrain,Manholes#1 and#2 Power to Sumps 2) CP-005—River Pump Station—Piles,Buoys, Signs,Lighting,Video Surveillance 3) CP-006—Small Standby Generator for house power at both the River Pump Station and the Booster Pump Station In reference to RCP-003, the Contractor shall provide the following modifications: 1. Sump Underdrain Manholes#1 and#2 Power to Sumps General: 120V power needs to be provided to the two sumps that collect water from the sedimentation basins underdrain system. The sumps each have a sump pump that will operate by float. Modifications need to be made to the sump to accommodate the cabling.A seal slab also needs to be added below the foundation of the sumps. • Add 120V Single-phase power,required conductors,conduits and ancillary equipment and materials to sumps as shown in the referenced drawings and attached. • Add GFCI duplex receptacle on inside wall of sump • Add conduit penetration through sump walls (RE: B/SB-15) • Add cable holder at top of sumps(RE: 1/SB-15) • Add 3"thick seal slab below sump foundations(RE:B/SB-15) 2. River Pump Station—Piles,buoys, signs, lighting,video surveillance associated with air burst systemGeneral: The warning and monitoring systems for the intake structure in the Colorado River needs to be modified as shown in the plans. • Modify H-pile quantity and configuration as shown in the drawings of Attachment"A" • Delete buoys without lights • Delete concrete anchors • Delete capsule buoys • Delete barrier cable • Add finder chain • Add buoys with lights • Add buoy anchor piles 608 Henrietta Creek Road r Roanoke, Texas 76262 P. (817) 491 -2703 E F. (817) 491 -1627 www.oscarrendacontracting.com DA\,! , "kw araming • Add warning signs on top of river bank • Add camera and warning horn • Add pole for mounting camera and warning horn • Add water monitor panel and associated piping, supports,valves • Add connection to non-potable water supply • Add HACH panel 3. Small standby generator for house power at both River Pump Station and the Booster Pump Station • Add 50 KW Generator at RPS • Pad for generator RPS • Add 50 KW Generator at BPS • Pad for generator at BPS • Pole for mounting monitoring equipment • Camera • Light • Horn Oscar Renda respectfully submits a pricing as follows: 1) CP-004—Sump Underdrain,Manholes#1 and#2 Power to Sumps-$31,909.02, and an addition Days. 2) CP-005—River Pump Station—Piles,Buoys, Signs,Lighting,Video Surveillance-$80,263.58,and an additional)Days. 3) CP-006—Small Standby Generator for house at both the River Pump Station and the Booster Pump Station—$217,846.64, nd an additiona 15 ays. Prices are for performance of said work, which includes labor, equipment and materials to complete the work. The additional time is required to provide submittals, schedule personnel, equipment, order materials and schedule subcontractors to perform said work. This work was not included in our original scope of work on this project, therefore this work will be performed out of sequence. These items of work will require utilizing resources working on critical path work and thus causing a delay in the schedule.. If you have any additional items to discuss,please feel free to contact me. Sincerely, Oscar Renda Contracting John E. Robbins, P.E. Project Manager 608 Henrietta Creek Road ■ Roanoke, Texas 76262 P. (817) 491 -2703 . F. (817) 491 -1627 www.oscarrendacontracting.com 4141. June • ..a . Mr. Richard Provolt Freese and Nichols,Inc. 10431 Morado Circle Bldg. 5, Suite 300 Austin,Texas 78759 Re: Mary Rhodes Pipeline PH 2,Pump Station/Sedimentation Basin RCP-003 Dear Mr. Richard Provolt: Per RCP-003,Oscar Renda proposes to perform the following work,Described as: 1)' CP-004—Sump Underdrain,Manholes#1 and#2 Power to Sumps 2) CP-005—River Pump Station—Piles,Buoys, Signs,Lighting,Video Surveillance 3) CP-006—Small Standby Generator for house power at both the River Pump Station and the Booster Pump Station In reference to RCP-003, the Contractor shall provide the following modifications: 1. Sump Underdrain Manholes#1 and#2 Power to Sumps General: 120V power needs to be provided to the two sumps that collect water from the sedimentation basins underdrain system. The sumps each have a sump pump that will operate by float.Modifications need to be made to the sump to accommodate the cabling. A seal slab also needs to be added below the foundation of the sumps. • Add 120V Single-phase power,required conductors,conduits and ancillary equipment and materials to sumps as shown in the referenced drawings and attached. • Add GFCI duplex receptacle on inside wall of sump • Add conduit penetration through sump walls(RE: B/SB-15) • Add cable holder at top of sumps (RE: 1/SB-15) • Add 3"thick seal slab below sump foundations(RE: B/SB-15) 2. River Pump Station—Piles,buoys, signs,lighting,video surveillance associated with air burst systemGeneral: The warning and monitoring systems for the intake structure in the Colorado River needs to be modified as shown in the plans. • Modify H-pile quantity and configuration as shown in the drawings of Attachment"A" • Delete buoys without lights • Delete concrete anchors • Delete capsule buoys • Delete barrier cable • Add finder chain • Add buoys with lights 608 Henrietta Creek Road Roanoke, Texas 76262 P. (817) 491 -2703 hi F. (817) 491 -1627 www.oscarrendacontracting.com 111: . SIA • Add buoy anchor piles • Add warning signs • Add camera and warning horn • Add pole for mounting camera and warning horn • Add water monitor panel and associated piping, supports,valves • Add connection to non-potable water supply • Add HACH panel 3. Small standby generator for house power at both River Pump Station and the Booster Pump Station • Add 50 KW Generator at RPS • Pad for generator RPS • Add 50 KW Generator at BPS • Pad for generator at BPS • Pole for mounting monitoring equipment • Camera • Light • Horn Oscar Renda respectfully submits a pricing as follows: 1) CP-004—Sump Underdrain,Manholes#1 and#2 Power to Sumps -$34,557.68,and an additional 5 Days. 2) CP-005—River Pump Station—Piles,Buoys, Signs,Lighting,Video Surveillance-$96,408.56, and an additional 40 Days. 3) CP-006—Small Standby Generator for house power at both the River Pump Station and the Booster Pump Station—$237,061.63,and an additional 60 days. Prices are for performance of said work, which includes labor, equipment and materials to complete the work. The additional time is required to provide submittals, schedule personnel, equipment, order materials and schedule subcontractors to perform said work. This work was not included in our original scope of work on this project, therefore this work will be performed out of sequence. These items of work will require utilizing resources working on critical path work and thus causing a delay in the schedule.. If you have any additional items to discuss,please feel free to contact me. Sincerely, Oscar Renda Contracting "Z/f/r--r— John E. Robbins, P.E. 608 Henrietta Creek Road gi Roanoke, Texas 76262 P. (817) 491 -2703 g F. (817) 491 -1627 www.oscarrendacontracting.com 1.11111100 alti Project Manager 608 Henrietta Creek Road I Roanoke, Texas 76262 P. (817) 491 -2703 • F. (817) 491 -1627 www.oscarrendacontracting.com MARY RHODES PIPELINE, PHASE 2, PUMP STATION&SEDIMENTATION BASIN 6/8/2015 Oscar Renda Job#13-1-44 CP-005 River Pump Station-Piles buoys,Signs,Lighting,Video Surveillance Location River Pump Station/Colorado River Modify H-pile configuration in Colorado River Delete buoys without lights,concrete anchors,capsule buoys and barrier cable Add buoys with lights,finder chain,buoy anchor piles,warning signs,camera,warning horn in/at Colorado River Add water monitor panel,associated piping,supports and valves Add connection to non-potable water supply Add HACH panel L_ABO R MATERIAL EQUIPMENT SUBCONTRACTOR ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QTY UNIT COST COST COST COST COST COST COST COST 2 3'31 1 H-Piling 1113 LA MI& tR tt1)Initial 12x53 Piling(Deduct) 1pti LF -' -21.00 -21,1,y9!�0 Initial Buoy System(deduct) 1 LS 17,953.00 -17,953.00 //0.00 �1New 12x53 Piling(Add) ISS 325 LF 21.00 6,825.00 .'”301, New Buoy System(Add) 1 LS 5,842.00 5,842.00 0.00 Warning Signs(Add) 1 LS 1,564.00 1,564.00 0.00 ""`"" 'Water ivrumtor Panel(Add) BELOW - Water Supply(Add) BELOW HACH Panel(Add) BELOW I I Crew Time for Above Items • 7 Man Crew 20 HRS /126.00 2,520.00 0.00 0.00 0.00 Z 7 Man Crew per diem 2 DAYS 0.00 350.00 700.00 0.00 0.00 7 Man Crew Out of Town 2 DAYS 0.00 180.00 360.00 0.00 0.00 Air Compressor 2 HRS 0.00 0.00 15.00 30.00 0.00 Generator 20 HRS 0.00 0.00 15.00 300.00 0.00 Pick Up Truck 20 HRS 0.00 0.00 15.00 300.00 0.00 310 JD RT Hoe 20 HRS 0.00 0.00 45.00 900.00 0.00 - 20 HRS 0.00 0.00 145.00 2,900.00 0.00 125 Ton Crane w/Barge 20 HRS 0.00 0.00 145.00 2,900.00 0.00 20 HRS 0.00 0.00 15.00 300.00 0.00 Forms 1 LS 0.00 100.00 100.00 0.00 0.00 Select Fill 5 CY 0.00 50.00 250.00 0.00 0.00 Concrete 2 CY 0.00 110.00 220.00 0.00 0.00 Rebar 500 LBS 0.00 0.50 250.00 0.00 0.00 Misc Plumbing Items 1 LS 0.00 1.00 100.00 0.00 0.00 ivers 3 Days..- 0.00 0.00 0.00 4,325.00 12,975.00 Electrical Subcontractor 1"(tO 1 LS 0.00 0.00 0.00 ✓60,724.00 60,724.00 3 Controls Subcontractor Rl-C. 1 LS 0.00 0.00 0.00 /22,750.00 22,750.00 7 1 S "TIK 1,11-4114 l2GrD /T a r( til PATF h(G (M 71/- 3 4- d d.t3 . SU ,MARY A DIRECT COST SUBTOTAL 2,520.00 -8,567.00 7,630.00 82,106.00 B LABOR BURDEN @ 55% 1,386.00 N/A N/A N/A C TAX @ 8.25% N/A N/A 629.48 N/A D SUBTOTAL 2(A+B+C) 3,906.00 -8,567.00 8,259.48 82,106.00 E SMALL TOOLS @ 10%(.1xD) 390.60 N/A N/A N/A F SUBTOTAL(D+E) 4,296.60 -8,567.00 8,259.48 82,106.00 G EQUIPMENT BURDEN IN RATE N/A N/A N/A N/A H SUBTOTAL(F+G) 4-1-/o 4,296.60 -8,567.00 8,259.48 82,106.00 I OVERHEAD @ /a(0.1xH) N/A N/A N/A 48fi873'-- J SUBTOTAL 3(H+I) 4,296.60 -8,567.00 8,259.48 90,316.60 K OH&P @ 15%(0.15xJ) 644.49 -1,285.05 1,238.92 N/A L SUBTOTAL 4(J+K) 4,941.09 -9,852.05 9,498.40 90,316.60 M BONDS&INSURANCE @ 1.5%(0.015xL) 74.12 -156.65 151.02 1,436.03 N SUBTOTAL(L+M) 5,015.21 -10,008.70 9,649.42 91,752.63 TOTAL BASE BID(J1+J2+J3+J4+J5) 96,408.56 TOTAL COST 11 96,408.561 MARY RHODES PIPELINE, PHASE 2, PUMP STATION &SEDIMENTATION BASIN 6/8/2015 Oscar Renda Job#13-1-44 Small Standby Generator for house power at both River Pump Station&Booster Pump Station Location River Pump Station Add 50 KW Generator at RPS Pad for Generator at RPS Add 50 KW Generator at BPS Pad for Generator at BPS LABOR MATERIAL EQUIPMENT SUBCONTRACTOR ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QTY UNIT COST COST COST COST COST COST COST COST 1 Generator Slabs /11-14/14& 5 Man Crew 20 FIRS 86.00 1,720.00 0.00 0.00 0.00 5 Man Crew per diem 2 DAYS 0.00 350.00 700.00 0.00 0.00 5 Man Crew Out of Town 2 DAYS 0.00 180.00 360.00 0.00 0.00 Air Compressor 20 FIRS 0.00 0.00 15.00 300.00 0.00 Generator 20 HRS 0.00 0.00 15.00 300.00 0.00 Pick Up Truck 20 FIRS 0.00 0.00 10.00 200.00 0.00 310 JD RT Hoe 20 FIRS 0.00 0.00 45.00 900.00 0.00 Forms 1 LS 0.00 150.00 150.00 0.00 0.00 Select Fill 50 CY 0.00 50.00 2,500.00 0.00 0.00 Concrete 6 CY 0.00 95.00 570.00 0.00 0.00 Rebar 600 LBS 0.00 0.50 300.00 0.00 0.00 Electrical Subcontractor "0- 1 LS 0.00 95.00 95.00 0.00 194,695.00 194,695.00 i� Controls Subcontractor V. 1 LS 0.00 0.00 0.00 7,568.00 7,568.00 SUMMARY A DIRECT COST SUBTOTAL 1,720.00 4,675.00 1,700.00 202,263.00 B LABOR BURDEN @ 55% 946.00 N/A N/A N/A C TAX @ 8.25% N/A N/A 140.25 N/A D SUBTOTAL 2(A+B+C) 2,666.00 4,675.00 1,840.25 202,263.00 E SMALL TOOLS @ 10%(.10xD) 266.60 N/A N/A N/A F SUBTOTAL(D+E) 2,932.60 4,675.00 1,840.25 202,263.00 G EQUIPMENT BURDEN IN RATE N/A N/A N/A N/A H SUBTOTAL(F+G) 2,932.60 4,675.00 1,840.25 202,263.00 I OVERHEAD @ 10%(0.1xH) N/A N/A N/A 20,226.30 J SUBTOTAL 3(H+I) 2,932.60 4,675.00 1,840.25 222,489.30 K OH&P @ 15%(0.15xJ) 439.89 701.25 276.04 N/A L SUBTOTAL 4(J+K) 3,372.49 5,376.25 2,116.29 222,489.30 M BONDS&INSURANCE @ 1.5%(0.015xL) 50.59 85.48 33.65 3,537.58 N SUBTOTAL(L+M) 3,423.08 5,461.73 2,149.94 226,026.88 TOTAL BASE BID(J1+J2+J3+J4+J5) 237,061.63 TOTAL COST I 237,061.63 . Morelos Company - - Electric/Controls U lustrumentation 2/24/15 Project: Mary Rhodes CP-006 (PO-wit 41-v For The City of Corpus Christy Engineer: Freeze and Nichols T. Morales Company is pleased to offer the following as our proposed scope of work for the additional turnkey electrical work for providing and installing all electrical associated with standby Generator and ATS for both the River and Booster Pump Stations Clarifications: • This quotation is contingent upon the execution of a mutually agreed upon subcontract. • Includes the genset shown in attachment • Includes modifications shown on BPS and RPS partial one-lines • Includes all power,interconnecting controls and I/O wiring only for both gensets • Includes grounding ring shown on detail • Quotation includes ductbank,conduit,and wiring for complete genset installation • Trenching and backfill for underground electrical is included, the red concrete envelope with reinforcing-- stee shall be provided as de ' ori final plans • Pricing covers all notes shown on partial one-lines,E-44,and E-45 Morales Company will install, terminate, and startup the above electrical and instrumentation equipment. All specified as-builts, and O&M manuals are included. Morales Company backs the entire installation with our standard one-year warranty. Items Excluded: • Sales Tax • Does not include any instrumentation,SCADA I/O modules or programming • Off site trash removal, or disposal of trenching spoils. • Final site preparation(topsoil),re-vegetation,and erosion control. • Installation of in-line piping,devices, instruments or any process piping taps. • All formed foundation concrete,pole(drilled pier)bases,pads,slabs,for electrical/I&C equipment. Pricing: CP-006 $ $1.94,695.00 Sincerely; .74.1.4 ebb l te lNc6 T. Morales Company Ron Wile PO Box 859 601 South Patterson Florence,Texas 76527 Florence,Texas 76527 Phone:254-793-4344 Page 1 of 1 Fax:254-793-3044 Bid:#3-CP-006 R/BPS GENSET/ATS/GROUNDING/ETC JOB 858 2015-022:2015-022 Mary R... T Morales Company ESTIMATE 1 2015-022:2015-022 Mary R... PO Box 859 DATA SET 9 TMC WTP-NECA dataset Florence,Tx 76527 DATE 2/20/20151:18:54 PM 254-793-4344/254-793-3044 gca beldue@moralescompany.com Index Description Reference Type Reference Ref Amount Operation Rate Amount 1 MATERIALS/QUOTES: 0.00 2 Misc Materials: Material Total 33,028.83 * 1.00 33,028.83 3 Quote#1 Calculated 0.00 * 1.00 0.00 4 Quote#2 Calculated 0.00 * 1.00 0.00 5 SUBTOTAL 33,028.83 6 0.00 7 SALES TAX: Material Total 33,028.83 % 8.25 2,724.88 8 SUBTOTAL 2,724.88 9 ####1#1141#141########## 0.00 10 LABOR: 0.00 11 Straight Time Labor Labor Total 561.77 * 39.00 21,909.09 12 Overtime Labor Calculated 0.00 * 55.00 0.00 13 IC Tech S-Time Calculated 0.00 40.42 0.00 14 IC Tech 0-Time Calculated 0.00 58.80 0.00 15 Gen Foreman Hours Labor Total 561.77 % 8.00 44.94 16 Gen Foreman Rate Component 15 44.94 * 49.00 2,202.06 17 Material Hndler Hrs Labor Total 561.77 % 3.00 16.85 18 Material Hndler Rate Component 17 16.85 * 24.24 408.44 19 Update As Built Dwgs Calculated 1.00 * 49.00 49.00 20 Programmer Calculated 0.00 * 70.00 0.00 21 SUBTOTAL 24,568.60 22 ititl#W#01141#1141441#### 0.00 23 DIRECT JOB EXPENSES: 0.00 24 Expendable Tools Material Total 33,028.83 % 6.00 1,981.73 25 Equipment 0.00 26 Warranty on Material Component 5 33,028.83 % 3.00 990.86 27 Warranty on Labor Component 21 24,568.60 % 3.00 737.06 28 SUBTOTAL 3,709.65 29 0.00 30 SUBCONTRACTS: 0.00 31 CUMMINS/ONAN Calculated 38,240.00 * 2.00 76,480.00 32 OWNER WITNESS TEST-TRIP Calculated 2,750.00 * 1.00 2,750,00 33 DIESEL FUEL-INITAL FILL(2-GENSET) Calculated 280.00 * 3.30 924.00 34 DIESEL FUEL-TOPOFF(2-GENSET) Calculated 93.00 * 3.30 306.90 35 RIGGING(2-GENSET) Calculated 600.00 * 2.00 1,200.00 36 KOHLER Calculated 79,100.00 0.00 37 INFARED TEST-2-TRIPS Calculated 1,500.00 * 2.00 3,000.00 38 SUBTOTAL 84,660.90 39 0.00 40 JOB SUBTOTAL 148,692.86 41 0.00 42 MARKUPS: 0.00 43 Liability/Bldrs Risk Component 40 148,692.86 % 2.00 2,973.86 44 WrkComp/SS/Unmplymnt Component 21 24,568.60 % 25.00 6,142.15 45 Overhead @ 10% Component 40 148,692.86 % 10.00 14,869.29 46 JOB TOTAL 172,678.15 47 11411#114#1414f41#1#4####110 0.00 48 Profit @ 10% Component 46 172,678.15 % 10.00 17,267.81 49 JOB TOTAL+PROFIT Component 48 17,267.81 * 1.00 189,945.96 ............... .*: ::::::,:ii: ,.;i :: :':: :: Page'IO2:: Bid:#3-CP-006 R/BPS GENSET/ATS/GROUNDING/ETC JOB 858 2015-022:2015-022 Mary R... T Morales Company ESTIMATE 1 2015-022:2015-022 Mary R... PO Box 859 DATA SET 9 TMC WTP-NECA dataset Florence,Tx 76527 DATE 2/20/2015 1:18:54 PM 254-793-4344/254-793-3044 gcabe ldue@mo ralescompa ny.com Index Description [Reference Type Reference I Ref Amount Operation Rate[ Amount 50 Perf Payment Bond Component 49 189,945.96 % 2.50 4,748.65 51 ADD BOND Component 50 4,748.65 1.00 194,694.61 52 #11####ftwattifIntito 0.00 53 BID TOTAL 194,694.61 CP-006 RPS/BPS GENSET/ATS JOB 858 2015-022:2015-022 Mary R... T Morales Company PRINTED 2/20/2015 1:22:23 PM ESTIMATE 1 2015-022:2015-022 Mary R... PO Box 859 DATA SET 9 TMC WTP-NECA dataset Florence,Tx 76527 254-793-4344/254-793-3044 gcabeldue@moralescampany.com NOTES } "= v ;.-_ - genal c. --5. ,- --. • ..-tP - ��:..-,..� ��'--s._.s..� vs ;rs�-_...,� ,..��-t.:^�_.x1Y�.v;c;.:. �-:= '�.=-'' ..W _ _ rS. .�x...._. ...:.._.:.,----�mw-�=^...:r,..� �_,..-�.�.=+-s-=::r,-:--:' �„�__. .- :_-�» s..,Yom.>._Y-......_.=..�zw.rt-..-.,-�;�...1.----m.5.=::,.-1--F-1 ,---__ --a. �,:�-e--^-- ->a:4: Size Item Desc Qty UOM'ttem Source Mat Unit Mat Adj Mat Ext Lbr Unit LbrAdj Lbr Ext 2" PVC Sch 40 Carlon#49011010 178.00 FEET 1.60 1.00 284.80 0.0700 1.2000 14.9520 2" PVC Sch 40 Carlon#49011010 178.00 FEET 1.60 1.00 284.80 0.0700 1.2000 14.9520 3" PVC Sch 40 Carlon#49013010 89.00 FEET 3.05 1.00 2.71 45 0.1000 1.2000 10.6800 3" PVC Sch 40 Carlon#49013010 89.00 FEET 3.05 1.00 271.45 0.1000 1.2000 10.6800 3/4" ALUM CONDUIT 51.00 FEET 2.74 1.00 139.74 0.0370 1.2000 2.2644 3/4" ALUM CONDUIT 51.00 FEET 2.74 1.00 139.74 0.0370 1,2000 2.2644 2" ALUM CONDUIT 244.00 FEET 8.57 1.00 2.091.08 0.0550 1.2000 16.1040 2" ALUM CONDUIT 244.00 FEET 8.67 1.00 2,091.08 0.0550 1.2000 16.1040 3" ALUM CONDUIT 51.00 FEET 17.79 1.00 907.29 0.0820 1.2000 5.0184 31/2" ALUM CONDUIT 51.00 FEET 21.32 1.00 1.087.32 0.1030 1.2000 6.3036 2" PVC Sch 40 Elbow Carlon#UA... 4.00 EACH 5.96 1.00 23.84 0.2000 1.2000 0.9600 2" PVC Sch 40 Elbow Carlon#UA... 4.00 EACH 5.96 1.00 23.84 0.2000 1.2000 0.9600 3" PVC Sch 40 Elbow Carlon#UA... 2.00 EACH 17.96 1.00 35 92 0.3000 1.2000 0.7200 3" PVC Sch 40 Elbow Carlon#UA... 2.00 EACH 17.96 1.00 35.92 0.3000 1.2000 0.7200 3/4" ALUM 90 ELBOW 3.00 EACH 19.18 1.00 57.54 0.1500 1.2000 0.5400 3/4" ALUM 90 ELBOW 3.00 EACH 19.18 1.00 57.54 0.1500 1.2000 0.5400 2" ALUM 90 ELBOW 3.00 EACH 83.19 1.00 249.57 0.4500 1.2000 1.6200 2" ALUM 90 ELBOW 3.00 EACH 83.19 1.00 249.57 0.4500 1.2000 1.6200 2" PVC Fein Adapt Carlon#E942J 12.00 EACH 1.98 1.00 23.76 0.1500 1.2000 2.1600 2" PVC Fern Adapt Carlon#E942J 12.00 EACH 1.98 1.00 23.76 0.1500 1.2000 2.1600 3/4" CUT/THREAD-LABOR 3.00 EACH Skip 1.00 0.00 0.1800 1.2000 0.6480 3/4" CUT/THREAD-LABOR 3.00 EACH Skip 1.00 0.00 0.1800 1.2000 0.6480 2" CUT/THREAD-LABOR 15.00 EACH Skip 1.00 0.00 0.6200 1.2000 11.1600 2" CUT/THREAD-LABOR 15.00 EACH Skip 1.00 0.00 0.6200 1.2000 11,1600 3" CUT/THREAD-LABOR 6.00 EACH Skip 1.00 0.00 0.9600 1.2000 6.9120 3" CUT/THREAD-LABOR 6.00 EACH Skip 1.00 0.00 0.9600 1.2000 6.9120 3" PIPE PLUG 2.00 EACH 26.31 1.00 52.62 0.0800 1.2000 0.1920 3" PIPE PLUG 2.00 EACH 26.31 1.00 52.62 0.0800 1.2000 0.1920 314" ALUM MYERS HUBS GRDG 2.00 EACH 12.39 1.00 24.78 0.3000 1.2000 0.7200 3/4" ALUM MYERS HUBS GRDG 2.00 EACH 12.39 1.00 24.78 0.3000 1.2000 0.7200 2" ALUM MYERS HUBS GRDG 6.00 EACH 17.93 1.00 107,58 0.4000 1.2000 2.8800 2" ALUM MYERS HUBS GRDG 6.00 EACH 17.93 1.00 107.58 0.4000 1.2000 2.8800 3" ALUM MYERS HUBS GRDG 1.00 EACH 46.53 1.00 46.53 0.6000 1.2000 0.7200 3" ALUM MYERS HUBS GROG 1.00 EACH 46.53 1.00 46.53 0.6000 1.2000 0.7200 3/4X10 COPPER GROUND ROD 4.00 EACH 22.00 1.00 88.00 1.0000 1.2000 4.8000 314X10 COPPER GROUND ROD 4.00 EACH 22.00 1.00 88.00 1.0000 1.2000 4.8000 12" Ground Test Well 4.00 EACH 180.00 1.00 720.00 1.5000 1.2000 7,2000 12" Ground Test Well 4.00 EACH 180.00 1.00 720.00 1.5000 1.2000 7.2000 MOLD-CADWELD SPLICE/TEE 1.00 EACH 150.00 1.00 150.00 Skip 1.2000 0.0000 MOLD-CADWELD SPLICE/TEE 1.00 EACH 150.00 '1.00 150.00 Skip 1.2000 0.0000 MOLD-CADWELD GRD ROD 1.00 EACH 150.00 1.00 150.00 Skip 1.2000 0.0000 MOLD-CADWELD GRD ROD 1.00 EACH 150.00 1.00 150.00 Skip 1.2000 0.0000 SHOTS CADWELD(150) 4.00 EACH 10.00 1.00 40.00 0.3500 1.2000 1.6800 SHOTS CADWELD(150) 4.00 EACH 10.00 1.00 40.00 0.3500 1.2000 1.6800 (LABOR IT..CADWELD TEE OR WYE 1.00 EACH Skip 1.00 0.00 0.7500 1.2000 0.9000 (LABOR IT... CADWELD TEE OR WYE 1.00 EACH Skip 1.00 0.00 0.7500 1.2000 0.9000 (LABOR IT... CADWELD TO GRD ROD 4.00 EACH Skip 1.00 0.00 1.0000 1.2000 4.8000 Pa e Tof 4. CP-006 RPS/BPS GENSET/ATS JOB 858 2015-022:2015-022 Mary R... T Morales Company PRINTED 2/20/2015 1:22:23 PM ESTIMATE 1 2015-022:2015-022 Mary R... PO Box 859 DATA SET 9 TMC WTP-NECAdataset Florence,Tx 76527 254-793-4344/254-793-3044 gcabeldue@moralescompany.com NOTES �... K's✓ a.=a:'-- • -ate ?i,1=' --„'. 4W. 'W4x§ 1 z=-•^�ta'-,WA= W- "--'_'�. -X- ?: s === = 411:031:"_��= u .. �llate e>=_- x sabot: , �.�.;.^._-.�.._.. --`=',a.�--,^:,�:c"'-- -- -_-�.- .�.t..Y.�.«"t..._ S__=,-t w�.-�-:'y-,^..-M.r.aw�"�.s�._�,:•��-�.x=�r-. .?tla.�^' �=v-`£moi...-�"+s`.`.�.:�"�'.".. -,:=�•�`r�fi'--:'a5w. r,^a: �. Size 'Item Desc Qty UOM Item Source Mat Unit Mat Adj Mat Ext Lbr Unit LbrAdjfi Lbr Ext (LABOR IT... CADWELD TO GRD ROD 4.00 EACH Skip 1.00 0.00 1.0000 1.2006 4.8000 2" HOLE DRILL&PATCH 4,00 EACH Skip 1.00 0.00 1.5000 1.2000 7.2000 2" HOLE DRILL&PATCH 4.00 EACH Skip 1.00 0.00 1.5000 1.2000 7.2000 3" HOLE DRILL&PATCH 2.00 EACH 30.00 1.00 60.00 2.2500 1.2000 5.4000 3" HOLE DRILL&PATCH 2.00 EACH 30.00 1.00 60.00 2.2500 1.2000 5.4000 3/4" ALUM STRUT STRAPS 7.00 EACH 1.25 1.00 8.75 0.0250 1.2000 0.2100 314" ALUM STRUT STRAPS 7.00 EACH 1.25 1.00 8.75 0.0250 1.2000 0.2100 2" ALUM STRUT STRAPS 33.00 EACH 2.13 1.00 70.29 0.0350 1.2000 1.3860 2" ALUM STRUT STRAPS 33.00 EACH 2.13 1.00 70.29 0.0350 1.2000 1.3860 3" ALUM STRUT STRAPS 8.00 EACH 2.42 1.00 19.36 0.0500 1.2000 0.4800 3" ALUM STRUT STRAPS 8.00 EACH 2.42 1.00 19.36 0.0500 1.2000 0.4800 2" LIQUIDTITE CONDUIT 24.00 FEET 11.41 1.00 273.84 0.0600 1.2000 1.7280 2" LIQUIDTITE CONDUIT 24.00 FEET 11.41 1.00 2.73,84 0.0600 1.2000 1.7280 3" LIQUIDTITE CONDUIT 6.00 FEET 29.48 1.00 176.88 0.1000 1.2000 0.7200 3" LIQUIDTITE CONDUIT 6.00 FEET 29.48 1.00 176.88 0.1000 1.2000 0.7200 2" LIQUIDTITE STR CONN 8.00 EACH 51.43 1.00 411.44 0.1600 1.2000 1.5360 2" LIQUIDTITE STR CONN 8.00 EACH 51.43 1.00 411.44 0.1600 1.2000 1.5360 3" LIQUIDTITE STR CONN 2.00 EACH 284.36 1.00 568.72 0.2000 1.2000 0.4800 3" LIQUIDTITE STR CONN 2,00 EACH 284.36 1.00 568.72 0.2000 1.2000 0.4800 314. KO LABOR ONLY 2.00 EACH Skip 1.00 0.00 0.2500 1.2000 0.6000 3/4. KO LABOR ONLY 2.00 EACH Skip 1.00 0.00 0.2500 1.2000 0.6000 2. KO LABOR ONLY 6.00 EACH Skip 1.00 0.00 0.6000 1.2000 4.3200 2. KO LABOR ONLY 6.00 EACH Skip 1.00 0.00 0.6000 1.2000 4.3200 3. KO LABOR ONLY 1.00 EACH Skip 1.00 0.00 0.7000 1.2000 0.8400 3. KO LABOR ONLY 1.00 EACH Skip 1.00 0.00 0.7000 1.2000 0.8400 NYLON LINE 394.00 FEET 0.03 1.00 11.82 0.0010 1.2000 0.4728 NYLON LINE 394.00 FEET 0.03 1.00 11.82 0.0010 1.2000 0.4728 14 XHHW STR CU 3,041.00 FEET 0.20 1.00 608.20 0.0030 1.2000 10.9476 14 XHHW STR CU 3,041.00 FEET 0.20 1.00 608.20 0.0030 1.2000 10.9476 10 XHHW STR CU 657.00 FEET 0.44 1.00 289.08 0.0050 1.2000 3.9420 10 XHHW STR CU 657.00 FEET 0.44 1.00 289.08 0.0050 1.2000 3.9420 6. XHHW STR CU 174.00 FEET 1.09 1.00 189.66 0.0070 1.2000 1.4616 6. XHHW STR CU 174.00 FEET 1.09 1.00 189.66 0.0070 1.2000 1.4616 2/0 XHHW STR CU 694.00 FEET 5.62 1.00 3,900.28 0.0160 1.2000 13.3248 2/0 XHHW STR CU 694.00 FEET 5.62 1.00 3,900.28 0.0160 1.2000 13.3248 1/0 Bare Cu STR(Tinned) 50.00 FEET 0.65 1.00 32.50 0.0060 1.2000 0.3600 1/0 Bare Cu STR(Tinned) 50.00 FEET 0.65 1.00 32.50 0.0060 1.2000 0.3600 SMALL WIRE TERM-LABOR ONLY 70.00 EACH 0.45 1.00 31.50 0.1200 1.2000 10.0800 SMALL WIRE TERM-LABOR ONLY 70.00 EACH 0.45 1.00 31.50 0.1200 1.2000 10.0800 6. WIRE TERM-LABOR ONLY 4.00 EACH 0.70 1.00 2.80 0.1400 1.2000 0.6720 6. WIRE TERM-LABOR ONLY 4.00 EACH 0.70 1.00 2.80 0.1400 1.2000 0.6720 2/0 WIRE TERM-LABOR ONLY 14.00 EACH 1.65 1.00 23.10 0.1800 1.2000 3.0240 2/0 WIRE TERM-LABOR ONLY 14.00 EACH 1.65 1.00 23.10 0.1800 1.2000 3.0240 1/0 AUCU CRIMP LUG 1,00 EACH 21.27 1.00 21.27 0.4800 1.2000 0.5760 1/0 AUCU CRIMP LUG 1.00 EACH 21.27 1.00 21.27 0.4800 1.2000 0.5760 50KW GENERATOR 1.00 EACH Quote 1.00 0.00 22.0000 1.2000 26.4000 50KW GENERATOR 1.00 EACH Quote 1.00 0.00 22.0000 1.2000 26.4000 CP-006 RPS/BPS GENSET/ATS JOB 858 2015-022:2015-022 Mary R... T Morales Company PRINTED 2/20/2015 1:22:23 PM ESTIMATE 1 2015-022:2015-022 Mary R... PO Box 859 DATA SET 9 TMC WTP-NECA dataset Florence,Tx 76527 254-793-4344/254-793-3044 gcabeldue@moralescompany.com NOTES ::�=- _: _ Its=-_--e 7-47,: z.- c..; -pis.KW. -` "1 i.-'x-n` , ' .+� '' _ ~^ .:. ':;r -'-`- =t=?`'?=. °�..',1 Xa... ..- .-� 4 ..o-��is_c.dy:�,�N.��.+.__'2`�' 5��`�.� »..:.:. =i' `Ti ��ti ��� s�`�.-i�c `.`.'��.._� tt.e -1`._.'a..-.-.._...n.A '.'_.'i���^..-. .. ;ter".' r.+-. �g's...Y. �i_.YS Size Item Desc Qty UOM Item Source Mat Unit MatAdj Mat Ext Lbr Unit LbrAdj Lbr Ext 200A AUTO TRANSFER SWITCH 1.00 EACH Quote 1.000 00 5.0000 1.2000 6.0000 200A AUTO TRANSFER SWITCH 1.00 EACH Quote 1.00 0.00 5.0000 1.2000 6.0000 BATTERY RACK 1.00 EACH Quote 1.00 0 00 1.0000 1.2000 1.2000 BATTERY RACK 1.00 EACH Quote 1.00 0.00 1.0000 1.2000 1.2000 BATTERY CHARGER 1.00 EACH Quote 1.00 0 00 1.0000 1.2000 1.2000 BATTERY CHARGER 1.00 EACH Quote 1.00 0.00 1.0000 1.2000 1.2000 GEN CONTROL PANEL 1.00 EACH Quote 1.00 0.00 8.0000 1.2000 9.6000 GEN CONTROL PANEL 1.00 EACH Quote 1.00 0.00 8.0000 1.2000 9.6000 MAIN LINE CB 1.00 EACH Quote 1.00 0.00 6.0000 1.2000 7.2000 MAIN LINE CB 1.00 EACH Quote 1.00 0.00 6.0000 1.2000 7.2000 VIBRATION ISOLATORS 1.00 EACH Quote 1.00 0.00 0.5000 1.2000 0.6000 VIBRATION ISOLATORS 1.00 EACH Quote 1.00 0.00 0.5000 1.2000 0.6000 TEST GENERATOR 1.00 EACH Quote 1.00 0.00 8.0000 1.2000 9.6000 TEST GENERATOR 1.00 EACH Quote 1.00 0.00 8.0000 1.2000 9.6000 GALLONS FUEL INITIAL FILL 1.00 EACH Quote 1.00 0.00 0.0100 1.2000 0.0120 GALLONS FUEL INITIAL FILL 1.00 EACH Quote 1.00 0.00 0.0100 1.2000 0.0120 GALLONS FUEL BURN/TESTI... 1.00 EACH Quote 1.00 0,00 0.0100 1.2000 0.0120 GALLONS FUEL BURN/TESTI... 1.00 EACH Quote 1.00 0.00 0.0100 1.2000 0.0120 GALLONS FUEL TOP OFF 1.00 EACH Quote 1.00 0 00 0.0100 1.2000 0.0120 GALLONS FUEL TOP OFF 1.00 EACH Quote 1.00 0.00 0.0100 1.2000 0.0120 Crane Rental Set 75KW 1.00 EACH Quote 1.00 0 00 Skip 1.2000 0.0000 Crane Rental Set 75KW 1.00 EACH Quote 1.00 0.00 Skip 1.2000 0.0000 2X3 INTERMEDIATE SPACER 27.00 EACH 2.61 1.00 70.47 0.0200 1.2000 0.6480 2X3 INTERMEDIATE SPACER 27.00 EACH 2.61 1.00 70.47 0.0200 1.2000 0.6480 2X3 BASE SPACER 9.00 EACH 2.68 1.00 24.12 0.0200 1.2000 0.2160 2X3 BASE SPACER 9.00 EACH 2.68 1.00 24.12. 0.0200 1.2000 0.2160 3X3 BASE SPACER 27.00 EACH 3.02 1.00 81.54 0.0200 1.2000 0.6480 3X3 BASE SPACER 27.00 EACH 3.02 1.00 81.54 0.0200 1.2000 0.6480 6W X36 TRENCHER DITCHING 40.00 FEET 4.00 1.00 160.00 0.0200 1.2000 0.9600 6W X 36D TRENCHER DITCHING 40.00 FEET 4.00 1.00 160.00 0.0200 1.2000 0.9600 24W X 48D TRENCHER DITCHING 45.00 FEET 4.00 1.00 180.00 0.0400 1.2000 2.1600 24W X 48D TRENCHER DITCHING 45.00 FEET 4.00 1.00 180.00 0.0400 1.2000 2.1600 6W X 36D BACKFILL TRENCHER 40.00 FEET 3.00 1.00 120.00 0.0100 1.2000 0.4800 6W X 36D BACKFILL TRENCHER 40.00 FEET 3.00 1.00 120.00 0.0100 1.2000 0.4800 24W X 48D BACKFILL TRENCHER 45.00 FEET 3.00 1.00 135.00 0.0200 1.2000 1.0800 24WX48D BACKFILL TRENCHER 45.00 FEET 3.00 1.00 135.00 0.0200 1.2000 1.0800 6"WARNING TAPE PLAS 45.00 FEET 0.33 1.00 14.85 0.0010 1.2000 0.0540 6"WARNING TAPE PLAS 45.00 FEET 0.33 1.00 14.85 0.0010 1.2000 0.0540 #4 STEEL 178.00 FEET 0.48 1.00 85.44 0.0200 1.2000 4.2720 #4 STEEL 178.00 FEET 0.48 1.00 85.44 0,0200 1.2000 4.2720 #5 STEEL 178.00 FEET 0.55 1.00 97.90 0,0300 1.2000 6,4080 #5 STEEL 178.00 FEET 0.55 1.00 97.90 0.0300 1.2000 6.4080 3000#CONCRETE 5.00 CYD 120.00 1.00 600.00 2.0000 1.2000 12.0000 3000#CONCRETE 5.00 CYD 120.00 1.00 600.00 2.0000 1.2000 12.0000 Red Dye(Lbs) 80.00 LBS 1.50 1.00 120.00 Manual 1.2000 0.0000 Red Dye(Lbs) 80.00 LBS 1.50 1.00 120.00 Manual 1.2000 0.0000 2" PVC COATED GRC 40MIL 32.00 FEET 17.29 1.00 553.28 0.2070 1.2000 7.9488 .. . Page 3of 4. CP-006 RPS/BPS GENSET/ATS JOB 858 2015-022:2015-022 Mary R... T Morales Company PRINTED 2/20/2015 1:22:23 PM ESTIMATE 1 2015-022:2015-022 Mary R... PO Box 859 DATA SET 9 TMC WTP-NECA dataset Florence,Tx 76527 254-793-4344/254-793-3044 gcabeldue@moralescompany.corn NOTES _ _ ^�-;.-.....,.;..:..n .. .a.-. ��•.-i> - .,�..Y�,_.t;•:. �zx`.-._':.;,.... ..r,�..�>_--- �d2ra�dl_=zc�3'= �...3-` ..... .'=.--1/4-':'-;---,_.-- . _ 9 =-c -.a to ="�`,:..'.s. - - ;sma� - -wan_,`e ,z+Yl..: ...- =�s;�,Y>t:;"OWE '7" ~a; 'i r:�.....r.,..:��x _.✓.,� - .:���-Y moi=,' � ��z ._s:F,..,.:. -- .,�.a:... rv�-. -.�..._ Asx��.-...-..�:_.:z :,r:.+•a-.:��----..N^-...e-_ .,._..�-3r _,...... .,.�{=��,:�;`^ :.._.. _ `_- .. ..'.'S"."��-:e_ .._.. ...: Size Item Desc Qty UOM Item Source Mat Unit],MatA-dj Mat Ext Lbr Unit LbrAdj Lbr Ext 2" PVC COATED GRC 40MIL 32.00 FEET 17.29 1.00 553.288 0.2070 1.2000 7.9488 3" PVC COATED GRC 40MIL 16.00 FEET 33.04 1.00 528.64 0.2990 1.2000 5.7408 3" PVC COATED GRC 40MIL 16.00 FEET 33.04 1.00 528 64 0.2990 1.2000 5.7408 2" PVC COATED ELB 40MIL 8.00 EACH 57.51 1.00 460.08 0.5000 1.2000 4.8000 2" PVC COATED ELB 40MIL 8.00 EACH 57.51 1.00 460.08 0.5000 1.2000 4.8000 3" PVC COATED ELB 40MIL 4.00 EACH 173.16 1.00 692.64 0.7500 1.2000 3.6000 3" PVC COATED ELB 40MIL 4.00 EACH 173.16 1.00 692.64 0.7500 1.2000 3.6000 2" PVC CTD COUP 40MIL 8.00 EACH 17.54 1.00 140.32 Skip 1.2000 0.0000 2" PVC CTD COUP 40MIL 8.00 EACH 17.54 1.00 140.32 Skip 1.2000 0.0000 3" PVC CTD COUP 40MIL 4.00 EACH 52.76 1.00 211.04 Skip 1,2000 0.0000 3" PVC CTD COUP 40MIL 4.00 EACH 52.76 1.00 211-04 Skip 1.2000 0.0000 Grand Totals 33,058.65 561.77161 Page; 4 of;4..:.: °' - ,e• Power Qo Generation ; Our energy working for you- Quotation CUMMINS SOUTHERN PLAINS, LLC Cummins Southern Plains, LLC 6226 N Interstate 35 San Antonio TX 78218 United States Direct: 210.655-5420 February 19,2015 Project Name: Mary Rhodes Pipeline Quotation:45183 Thank you for your inquiry. We are pleased to quote as follows: USD Item Description Qty Diesel Genset: 60Hz-50kW Install-US-Stat U.S. EPA, Stationary Emergency Application 1 50DGHDA Genset-Diesel, 60Hz, 50kW 1 A331-2 Duty Rating-Standby Power 1 L090-2 Listing-UL 2200 1 L169-2 EmissionCert,EPA,Tier 3,NSPS CI Stationary Emergency 1 Enclosure-Aluminum,Weather Protective,w/Exh System 1 F216-2 (80dB(A)@ 10meters) R106-2 Voltage-120/240,3 Phase,Delta,4 Wire 1 B415-2 Alternator-60 Hz, 12 Lead, Upper Broad Range, 1050 1 H643-2 SET CONTROL-PCC 2100 11 B184-2 Exciter/Regulator-Pmg, 3 Phase Sensor 1 A366-2 Engine Governor-Electronic, Isochronous Only Language-English Displaysh 1 H536-2 e-Enli 9 g 91 H606-2 Meters-AC Output,Analog 1 K796-2 Stop Switch-Emergency 1 KA08-2 Alarm-Audible, Engine Shutdown 1 H679-2 Control Mounting-Front Facing 1 A292-2 Heater-Alternator, 120 Volt AC 1 KU93-2 CB or EB or TB-Left Only 1 KT73-2 CircuitBreaker-175A,Left,3P,600/525V,TM,UL/IEC 1 K673-2 CB or EB or TB-Bottom Entry, Left 1 KM71-2 Shunttrip-12vdc,Single Circuit Breaker 1 L163-2 Listing, ULC-S601-07 Fuel Tank-Dual Wall Sub-Base,24 Hour Min Capacity (140 1 0266 2 Gallons) C127-2 Separator-Fuel/Water 1 Switch-Low Fuel Level, Subbase 1 C 157-2 1 C169-2 Switch-Annunciator, Liquid In Rupture Basin F179-2 Skidbase-Housing Ready 1 A422-2 Engine Starter-12 VDC Motor 1 A333-2 Battery Charging Alternator-Normal Output 1 E125-2 Engine Cooling-High Ambient Air Temperature 1 11389-2 Shutdown-Low Coolant Level 1 E089-2 Extension-Engine Coolant Drain 1 H669-2 Engine Coolant-50%Antifreeze, 50%Water Mixture 1 H036-2 Coolant Heater-120 Volt Ac,Single Phase 1 D036-2 Engine Air Cleaner-Heavy Duty 1 H706-2 Engine Oil 1 L010-2 Test Record-Strip Chart 1 L021-2 Test-Varied Load,4 Hour,2 Step 1 L023-2 Test Record-Safety Shutdowns 1 L026-2 Test Record-Certified 1 L028-2 Genset warranty-Base,Standby 2 years/400 hours 1 L050-2 Literature-English 1 A322-2 Packing-Skid,Poly Bag 1 F065-2 Rack-Battery 1 H268-2 Extension-Oil Drain 1 CP01-2 Common Parts Listing 1 SPEC-B Product Revision-B 1 A026H213 Battery Charger, 10Amp-12/24Vdc-120/208I240Vac 1 CSPL Fuel Tank Accessories-Vents/OFPV 1 Submittals installation Documents 1 0541-0814-02 Network Remote Annunciator,20 Light Alarm Panel-FT-10 1 Load Bank-Site Testing4 Hour Resistive/Reactive Load Bank,with written record 1 Resistive 1 Battery-SAE 31 12 Volt, Lead Acid Manual Maintenance, Operations, Installation&Parts 3 sets Initial Fill Coolant&Lubricant 0541-0772 DIM-Expansion Provides Additional(8) Form-C Relay 1 Outputs&(4)Discrete Dry Contact Inputs Level I Walk Through System Instruction for Site Personnel by Field Technician 8 hours Training 1 Spares Fuses and lamps 1 Genset Freight Generator Freight FOB Jobsite 0541-0771 DIM-Base contains(8)Form-C Relay Outputs&(4) 1 Discrete Dry Contact Inputs Load Bank Charge Resistive/Reactive,Transportation, Set-Up&Operation 501 W Start-Up System Check&Inspection G0133 TCP/IP Kit for LON-Lantronix Converter, ModLon Gateway 1 il, <25 Feet Parts Freight Freight of Parts(Billed to WO) 1 Load-Site Testing 4 Hour Building Load,with written record 1 Building Transfer Switch-Power Command:225A OTPC225 Transfer Switch-Onan,PwrCmd,225 Amp 1 A028-7 Poles-3 1 A035-7 Application-Utility To Genset 1 A046-7 Listing-UL 1008/CSA Certification 1 A044-7 Frequency-60 Hertz 1 A042-7 System-3 Phase,3 Wire Or 4 Wire 1 R023-7 Voltage-240 Vac 1 B001-7 Cabinet-Type 1 1 CO23-7 Control-Transfer Switch,Level 1 1 M018-7 Display-Digital 1 M023-7 Module-Relay Signal 1 M031-7 Interface-Communications Network,FTT-10 1 L202-7 Auxiliary Relay-Switch In Emergency Position-12VDC 1 L203-7 Auxiliary Relay-Switch in Normal Position-12VDC 1 0010-7 Transfer Switch Warranty-Yr 0-2: Parts, Labor and Travel; 1 Yr 3-5: Parts Only;Yr 6-10: Main Contacts Only CP01-7 Common Parts Listing 1 SPEC-A Product Revision-A 1 Remote Monitoring A040X127 PowerCommand 500 GSM, Remote Monitoring 1 Field Upfit Programming Remote Monitoring Network 1 Parts Freight Freight of Parts(Billed to WO) 1 Per System Total $38,240.00 Grand Total(2 Gensi2 ATSs)Total $76,480.00 Clarifications: • Specification requires factory witness testing of generator before shipping priced as an option. Add$2,750 for factory witness testing. • 263213 1.06A 4.—Cummins enclosure is built to a sound test done on a prototype unit.Sound testing individual enclosures is not available.This is typically required on much larger,custom enclosure built per a job.The sound level required by this specification is very easily met on these generator sizes. • 263213 2.05E. 4.—Racor Triplex filter not available on this engine size.A triplex filter arrangement will cause too much restriction of fuel flow on the engine voiding warranty.Typical on units larger than 1000kW. • 263213 2.09H.—OFPV and vent extensions should not be required at this location. Deduct $1,500 per generator to remove. • 263213 2.11A.6.—Battery charger is 10A, not 20A. Use of a 20A chargers is typical in application about 2000kW. • Ground fault testing and IR scanning is provided by others. ***Any local, State &Texas Emissions Reduction Plan (TERP)sales and use taxes which may be applicable are not included in this quotation. Terms and Conditions Submittals: Submittal completion:2 to 4 calendar weeks after receipt of purchase order. Delivery: Delivery Is estimated as 4 to 6 calendar weeks(ATS)and 6 to 7 calendar weeks(GenSet)after receipt of written purchase order,receipt of approved submittals and written release of order for production. No liquidated damages will be accepted,assigned,or transferred to Cummins Southern Plains,LLC. Due to heavy demand in the current engine business,please be advised that delivery lead times are subject to change. Delivery point is listed in"Quote Includes"section above. Quotation Terms and Conditions: Due to the unstable pricing market for steel and copper,pricing Is firm for order(s)received within 30 days of quotation date. If after 30 days from quotation date,or any time prior to submittal release/approval raw material,components or vendors increase prices,or Impose a surcharge on CSPL, CSPL reserves the right to Increase prices and/or surcharge Purchaser and Purchaser agrees to accept such price increase or surcharge. Any local, State&Texas Emissions Reduction Plan(TERP)sales and use taxes which may be applicable are not included in this quotation. Payment terms are net 30 days after shipment with credit approval. OR due on delivery. Start Up procedure and testing will be In accordance with manufacturer's published documentation. Effective for Emergency SI(spark ignited)gas engines/gensets manufactured on or after 1/1/2009,the following rules apply for Emergency (standby)applications.The engines/gensets are required to meet the following emission regulations.Please note that local governing bodies may enforce emissions requirements that are more stringent than the Federal EPA requirements. (Prime power EPA SI NSPS regulations are effective 1/1/2008 and 7/1/2008 depending on engine horsepower) • 2.0 g/BHP-hr NOx • 4.0 gBHP-hr CO • g/BHP-hrVOC The following minimum charges wiil be assessed for cancellation of any order: • 10%of total order price if cancellation is received in our office after we have provided submittals and prior to releasing equipment to be manufactured. • 25%of total order price if cancellation is received in our office after we receive submittal release to order,we receive a purchase order for a generator already on order with the factory,or we are asked to make any hardware changes to the equipment already on order with the factory. • 50%of total order price if cancellation Is received in our office 60 or fewer days before the scheduled shipping date on the order. • 100%of total order price If cancellation Is received in our office after the equipment has shipped from the manufacturing plant. Operations and Maintenance Manual quantity is listed in"Quote Includes"section above. Unless noted otherwise,only Cummins standard operation and maintenance manuals Included in our proposal Additional Manuals are available at$150.00 each. if hard copy submittals or operation and maintenance manuals are rejected,all copies must be sent back for Cummins Southern Plains to revise and re-submit. Otherwise a fee of$150/manual or submittal will be charged. All pricing quoted is contingent upon your acceptance of delivery at job site or other designated location within 20 days of our stated manufacturer's ship date. Equipment held for more than 20 days may be subject to storage charges based on the total project value. Those orders that are ready for shipment but cannot be delivered,for reasons such as job site delay,credit reasons,or equipment held at the customer's request,will be assessed a 2%(of net invoice)per month storage charge,starting 20 days after the estimated delivery date listed below. Storage may be elected up to 3 months,after which the order will be subject to cancellation,with appropriate cancellation charges applied. Quoted equipment Is based on the supplied equipment specification,except as noted. Any additional requirements listed In local codes,general specifications or other sources are not Included with this quotation. One(1)startup service call at site listed above is included with the above price. Included startup service is to be performed during normal working hours. After hours and weekend service is available at an additional fee. One week notification Is required for startup services. Completed and signed startup questionnaire must be returned 24 hours prior to scheduled startup. If Start Up by a factory trained/Authorized technician is not performed within 12 months of delivery to the jobsite,additional costs may be added to cover required maintenance and/or service rate increases. Startup service work includes: 1. initial fill of coolant and lubricant. 2. Installation and connection of batteries. 3. Land control wires if necessary. 4. Set all controls,timers and relays. 5. Verification that phase rotation and voltage of the GenSet matches phase rotation and voltage of the building at the Transfer Switch. 6, Check of all Safety devices. 7. 4 Hour Site Load Testing as detailed in'Quote includes"section above. 8. System check to verify proper operation of all components. 9. Walk through Training and Orientation for Site Personnel. Any additional service time is available at our standard field service rates. Off loading at delivery point,setting In place,installation of equipment or loose components,load wiring and piping of the quoted equipment is not Included in this quotation. Fuel at job site is not included. Due to the size of the equipment and/or shipping or Installation constraints,loose components on this project include: 1. Generator Set. 2, Automatic Transfer Switch. 3. Specialty Components 4. Fuel Tank Accessories 5. Remote Annunciator 6. Battery Charger 7. Spare Filters Authorization: 1, accept the above terms and conditions on behalf of and authorize Cummins Southern Plains to order the above equipment as per approved submittals and as described in the above quote. Accepted By: Authorized Signature Date Printed Name&Title Purchase Order#or Job Name Reference Thank you for considering Cummins Power Generation products. We appreciate the opportunity to work with you on this project. If any additional information or assistance is desired,please do not hesitate to contact me. Thank you, Ryan Hutchins Power Systems Representative Cummins Southern Plains,LLC 210-215-6493 ryan.hutchins@cummins.com 1Ak- SCADA, SECURITY & CONTROL SYSTEMS ALC ControlsI c. Temple Office: 6102 S. General Bruce Drive,Temple,Texas, 76502.Tel: 254 613 5248 6th March 2015 Oscar Renda Contractors 608 Henrietta Street Roanoke TX 76262 F.A.O John Robbins(Project Manager) Dear Sir, Re:REQUEST FOR CONTRACT PROPOSAL FOR MARY RHODES PIPELINE PHASE TWO Further to the documentation emailed to us on 02/18/2015,we have pleasure in offering our contract proposals,which are as follows:- RIVER PUMP HOUSE: INTAKE SCREEN SYSTEM: We have allowed for the supply and integration onto the SCADA system of the following hardware at the intake screen: INTAKE SCREEN CAMERA: a) We would supply ONE Axis PTZ and PTZ pole mount and integrate the camera onto the SCADA PC located at the LNRA Headquarters. Pole supplied and installed by others. b) We would secure the camera and mount using stainless steel straps c) We would run a network cable from the camera, down the pole to a stainless steel NEMA 4X box located at the bottom of the pole.The box would measure 12 X 12 X 12 d) We would supply and install an Axis power injector in the box to power the camera. Network cabling/conduit system back to the SCADA system and power supply wiring/conduit system to the Axis power injector is to be installed by others INTAKE LIGHTING: a) We would integrate onto the SCADA system lighting control for the Intake Screen flood light system. b) We would free issue a lighting contactor box,as per the specification.The enclosure would be of a NEMA 1 rating and will incorporate a 30 amp rated single phase main circuit breaker,and a secondary 5 amp circuit breaker to supply control voltage.An On-Off-Auto selector Switch would be fitted to the enclosure door.The enclosure would be designed in such a manner that the Head Office:8115 Hicks Hollow, McKinney,Texas 75071.Tel:972 542 7375 Page 11 SCADA, SECURITY & CONTROL SYSTEMS Temple Office: 6102 S. General Bruce Drive,Temple,Texas, 76502. Tel: 254 613 5248 Intake Screen flood lighting can be turned on either locally from the panel or remotely from SCADA c) The installation of the enclosure, all power and control field wiring,conduits lighting etc. are to be supplied and installed by others INTAKE ALARM HORN: a) We would integrate onto the SCADA system alarm horn control for the Intake Screen alarm horn system. b) We would free issue a horn contactor box,as per the specification.The enclosure would be of a NEMA 1 rating and would incorporate a 30 amp rated single phase main circuit breaker, and a secondary 5 amp circuit breaker to supply control voltage.An On-Off-Auto Switch will be fitted to the enclosure door.The enclosure will be wired in such a manner that the Intake Screen flood lighting can be switched on either locally from the panel or remotely from SCADA c) The installation of the enclosure,all power and control field wiring, conduits horn etc. are to be supplied and installed by others HACH SOURCE WATER MONITOR SYSTEM: We have been advised by the Hach sales department that the customer wishes to re-use an existing water monitoring system.Therefore we would integrate this system, and assume that the system would comprise of the following hardware:- a) ONE HACH AW Sampler(with controller) b) ONE HACH SW Monitoring Panel c) ONE HACH Event Monitor d) ONE HACH Environment Monitor e) ONE HACH Submersible Pump f) ONE MOXA EDS-205A unmanaged switch Communication between the various pieces of HACH hardware would be via Modbus RS 485. However, the link between the complete system and the SCADA system would be via Modbus TCP.The individual pieces of hardware would be fixed in place by RLC controls.All interconnecting wiring, conduits and interconnecting piping would be supplied and installed by others.We have allowed for modifications to the proposed station PLC hardware to allow for Modbus TCP communication.We would integrate onto the SCADA system monitoring of the following parameters subject to the free issue hardware being compatible:- 1. Water conductivity 2. Nitrate levels 3. Oil. Diesel Levels 4. Organic organism levels 5. pH 6. Turbidity Head Office:8115 Hicks Hollow, McKinney,Texas 75071.Tel:972 542 7375 Page 12 SCADA, SECURITY & CONTROL SYSTEMS RIC Controlsn. Temple Office: 6102 S. General Bruce Drive,Temple, Texas, 76502.Tel: 254 613 5248 RIVER PUMP STATION GENERATOR: We have allowed for the integration of the following signals onto the SCADA system: - 1. ATS on utility power(normal source) 2. ATS on generator power(generator power) 3. ATS common failure 4. Generator running/Stopping 5. Generator common fault 6. Battery system malfunction 7. Low oil pressure 8. Over speed 9. Low fuel level All generator and ATS signals are to be hard wired back to the station PLC as digital inputs.All wiring and conduits are to be installed by others. It is assumed that the origin of the signals in either the generator or the ATS control panels will be in the form of volt free contacts wired down to terminals.We have not allowed for the modification of either control panel to obtain the required status signals.We have allowed for an additional digital input card at the station PLC panel,sixteen isolation relays,wiring modifications etc. BOOSTER PUMP HOUSE: BOOSTER PUMP STATION GENERATOR: We have allowed for the integration of the following signals onto the SCADA system: - 1. ATS on utility power(normal source) 2. ATS on generator power(generator power) 3. ATS common failure 4. Generator running/Stopping 5. Generator common fault 6. Battery system malfunction 7. Low oil pressure 8. Over speed 9. Low fuel level All generator and ATS signals are to be hard wired back to the station PLC as digital inputs.All wiring and conduits are to be installed by others. It is assumed that the origin of the signals in either the generator or the ATS control panels will be in the form of volt free contacts wired down to terminals.We have not allowed for the modification of either control panel to obtain the required status signals.We have allowed for an additional digital input card at the station PLC panel,sixteen isolation relays,wiring modifications etc. Head Office:8115 Hicks Hollow,McKinney,Texas 75071.Tel:972 542 7375 Page 13 AMti� RLC Controls Inc. COST SCHEDULE: INTAKE CAMERA SYSTEM:The price for this section of our proposal would be:- Iry — v Eleven Thousand Dollars ' Q, 3 � ( 30 .- INTAKE LIGHTING SYSTEM:The price for this section of our proposal would be:- Three Thousand One Hundred and Thirty Dollars INTAKE HORN SYSTEM:The price for this section of our proposal would be: - 3 , (30 Three Thousand One Hundred and Thirty Dollars HACH SYSTEM:The price for this section of our proposal would be: - Five Thousand Four Hundred and Ninety Dollars. RIVER PUMP GENERATOR: 2.Z -i 5-6 OPTION ONE: If it is acceptable to have only three spare digital inputs remaining following the integration of the generator and ATS signals,then price (software only)for this section of our proposal would be: - One Thousand Five Hundred and Sixty Dollars OPTION TWO: Assuming that we had to maintain 20%spare I/O, as per the specification,then the price for this section of our proposal would be: - Three Thousand Seven Hundred and Eighty Four Dollars 2 71,q BOOSTER PUMP GENERATOR: Our price for this section of our proposal would be: - 3 ? °a pD Three Thousand Seven Hundred and Eighty Four Dollars If you need clarificatio ith the proposal, or any aditional information, please do not hesitate to contact me. '7 S/0% Regards, Bryn Chalcroft T: 254 613 5248 C:214 620 7332 E: bryn@rlccontrols.com Head Office:8115 Hicks Hollow, McKinney,Texas 75071.Tel:972 542 7375 Page 14 MARY RHODES PIPELINE, PHASE 2, PUMP STATION &SEDIMENTATION BASIN 6/8/2015 Oscar Renda Job#13-1-44 Sump Underdrain Manholes#1 &#2 Power to Sumps Location Sedimentation Basins Add 120V Single-phase power,required conductors,conduits and ancillary equipment and materials to sumps Add GFCI duplex receptacle on inside wall of sump Add conduit penetratio through sump walls Add cable holder at top of sumps Add 3"thick seal slab below sump foundations LABOR MATERIAL EQUIPMENT SUBCONTRACTOR ITEM UNIT TOTAL UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. DESCRIPTION QTY UNIT COST COST COST COST COST COST COST COST 1 3"Seal Slab 1'1.010- 5 Man Crew 5 HRS 87.00 435.00 0.00 0.00 0.00 5 Man Crew per diem 0.5 DAYS 0.00 350.00 175.00 0.00 0.00 5 Man Crew Out of Town 0.5 DAYS 0.00 180.00 90.00 0.00 0.00 Air Compressor 48 HRS 0.00 0.00 15.00 720.00 0.00 Pick Up Truck 5 HRS 0.00 0.00 10.00 50.00 0.00 310 JD RT Hoe 5 HRS 0.00 0.00 45.00 225.00 0.00 Cable holder 1 LS 0.00 875.00 875.00 0.00 0.00 Concrete 0.75 CY 0.00 95.00 71.25 0.00 0.00 Electrical SubcontractorT MO 1 LS 0.00 95.00 95.00 0.00 27,658.00 27,658.00 SUMMARY A DIRECT COST SUBTOTAL 435.00 1,306.25 995.00 27,658.00 B LABOR BURDEN @ 55% 239.25 N/A N/A N/A C TAX @ 8.25% N/A N/A 82.09 N/A D SUBTOTAL 2(A+B+C) 674.25 1,306.25 1,077.09 27,658.00 E SMALL TOOLS @ 10%(.1xD) 67.43 N/A N/A N/A F SUBTOTAL(D+E) 741.68 1,306.25 1,077.09 27,658.00 G EQUIPMENT BURDEN IN RATE N/A N/A N/A N/A H SUBTOTAL(F+G) 741.68 1,306.25 1,077.09 27,658.00 I OVERHEAD @ 10%(0.1xH) N/A N/A N/A 2,765.80 J SUBTOTAL 3(H+I) 741.68 1,306.25 1,077.09 30,423.80 K OH&P @ 15%(0.15xJ) 111.25 195.94 161.56 N/A L SUBTOTAL 4(J+K) 852.93 1,502.19 1,238.65 30,423.80 M BONDS&INSURANCE @ 1.5%(0.015xL) 12.79 23.88 19.69 483.74 N SUBTOTAL(L+M) 865.72 1,526.07 1,258.35 30,907.54 TOTAL BASE BID(J1+J2+J3+J4+J5) 34,557.68 TOTAL COST I 34,557.68 Morales Company 2/24/15 Project: Mary Rhodes CP-004 SovAr vka i. -/.t f ,r4-1-trrwCS For The City of Corpus Christy Engineer: Freeze and Nichols T. Morales Company is pleased to offer the following as our proposed scope of work for the additional turnkey electrical work for adding 120V power for two sump Pumps. Clarifications: • This quotation is contingent upon the execution of a mutually agreed upon subcontract. • Quotation includes all conduit with wiring for 2 GFCI receptacles with in use covers on the inside wall of the sump including conduit penetration through sump walls. • Trenching and backfill for underground electrical is included, the red concrete envelope with reinforcing steel shall be provided as detailed on the original plans. _ , 7 • Pricing covers all notes shown on E-5,E-23,and E-24. Morales Company will install, terminate, and startup the above electrical and instrumentation equipment. All specified as-builts, and O&M manuals are included. Morales Company backs the entire installation with our standard one-year warran Items Excluded: • Sales Tax • Everything shown on SB-15 except conduit penetration into manholes • Heat tracing and/or piping insulation • Saw cutting,asphalt/concrete patching,or demolition/removal of the same. • Off site trash removal, or disposal of trenching spoils. • Final site preparation(topsoil),re-vegetation,and erosion control. • Installation of in-line piping, devices,or any process piping taps. • All formed concrete,pole(drilled pier)bases,pads, slabs,for electrical/I&C equipment. • Sump Pumps and Float Switches Pricin CP-004 $ $27,658.00 Sincerely; T. Morales Company Ron Wile PO Box 859 601 South Patterson Florence,Texas 76527 Florence,Texas 76527 Phone:254-793-4344 Page 1 of 1 Fax:254-793-3044 Bid:#1-CP-004 SUMP UNDERDRA1N JOB 858 2015-022:2015-022 Mary R... T Morales Company. ESTIMATE 1 2015-022:2015-022 Mary R... PO Box 859 DATA SET 9 TMC WTP•NECAdataset Florence,Tx 76527 DATE 2/20/2015 1:18:20 PM 264-793-4344/254-793-3044 gcabeldue@moralescompany.co m IndoxDescription -jReferenceType Reference Ref Amount) Operation I Rate Amount 1 MATERIALS/QUOTES: 0.00 2 MIsc Materials: Material Total 12,797.29 * 1.00 12,797.29 3 Quote#1 Calculated 0.00 * • 1.00 0.00 4 Quote#2 Calculated 0.00 * 1.00 0.00 5 SUBTOTAL 12,797.29 6 0.00 7 SALES TAX: Material Total 12,797.29 % 8.25 1,055.78 8 SUBTOTAL 1,055.78 9 0.00 10 LABOR: 0.00 11 Straight Time Labor Labor Total 124.98 * 39.00 4,873.26 12 Overtime Labor Calculated . 0.00 * 55.00 0.00 13 IQ Tech S-Time Calculated 0.00 * 40.42 0,00 14 IQ Tech 0-Time Calculated 0.00 * 58,80 0.00 15 Gen Foreman Hours Labor Total 124.96 % 8.00 10.00 16 Gen Foreman Rate Component 15 10.00 49.00 490.00 17 Material Hndler Hrs Labor Total 124.96 % 3.00 3.75 18 Material Hndler Rate Component 17 3,75 * 24.24 90.90 19 Update As Built Dwgs Calculated 1.00 * 49.00 49.00 20 Programmer Calculated 0.00 * 70.00 0.00 21 SUBTOTAL 5,503.16 22 0.00 23 DIRECT JOB EXPENSES: 0.00 •24 Expendable Tools Material Total 12,797.29 % 6.00 767.84 25 Equipment 0.00 28 Warranty on Material Component 5 12,797.29 % 3.00 383.92 27 Warranty on Labor Component 21 5,603.16 % 3.00 185.09 28 SUBTOTAL 1,316.85 29 0.00 30 SUBCONTRACTS: 0.00 31 Sub#1 Calculated 0.00 * 0.00 32 Sub#2 Calculated 0.00 * 0.00 33 SUBTOTAL 0.00 34 #################### 0.00 35 JOB SUBTOTAL 20,673.08 36 0.00 37 MARKUPS: 0.00 38 Liability/Btdra Risk Component 35 20,673.08 % 2.00 413.46 39 WrkComp/SSIUnmpiymnt Component 21 5,503.16 % 25.00 1,375.79 40 Overhead @ 10% Component 35 20,673.08 % 10.00 2,067.31 41 JOB TOTAL 24,529.64 42 0.00 43 Profit @ 10% Component 41 24,529.64 % 10.00 2,452.96 44 JOS TOTAL+PROFIT Component 43 2,452,96 * 1.00 26,982.60 45 Peri Payment Bond Component 44 26,982.60 % 2.50 674.57 46 ADD BOND Component 45 674.57 * 1.00 27,857.17 47 0,00 48 BID TOTAL 27,657.17 a e1af1 CP-004 SUMP UNDERDRAIN JOB 858 2016.022:2015-022 Mary FL. T Morales Company PRINTED 2/2012015 1:21:24 PM ESTIMATE 1 2015-022:2015.022 Mary R... PO Box 859 DATA SET 9 TMC WTP-NECA dataset Florence,Tx 76527 254-793-4344/254-793-3044 gcabeldue@moraiescompany.com NOTES _ rr'�l?Z' s s-c,�$•xv,��c'{rt�_Y"-'*a- i^R'"='�> x- `r. -`�-a-..-'c�'�?���.a.""pc �--•��.c-� 'E -1^�-�,�`s'``-.��<- _ � �-',,=..� f_ N sice 1117 �.. - ATS_L .x�e- I `C-' - -2, ar 8Q.��.!"te` �':. .�.,v�-"Gr ��....0 �3� _g'�i.".�Z�nc.�+. r� -as'w��'e<+r.'----_ � �����. �l'! � �1�C � �� ":v+. 27 Size Item Desc Qty UOM Item Source Mat Unit MatAdJ Mat Ext Q Lbr Unit LbrAdJ Lbr Ext EMI-I WORK PIT 1.00 300.00 1.00 300.00 4.0000 1.2000 4.8000 EMH WORK PIT 1.00 300.00 1.00 300.00 4.0000 1.2000 4.8000 2" PVC Sch 40 Carlon#49011010 20.00 FEET 1.60 1.00 32 00 0.0700 1.2000 1.6800 2" PVC Soh 40 Carlon#49011010 20.00 FEET 1.60 1.00 32.00 0.0700 1.2000 1.6800 3/4" ALUM CONDUIT 10.00 FEET 2.74 1.00 27.40 0.0370 1.2000 0.4440 3/4" ALUM CONDUIT 10.00 FEET 2.74 1.00 27.40 0.0370 1.2000 0.4440 1" ALUM CONDUIT 20.00 FEET 3.96 1.00 79.20 0.0410 1.2000 0.9840 1" ALUM CONDUIT 27.00 FEET 3.96 1.00 108.92 0.0410 1.2000 1.3284 2" ALUM CONDUIT 15.00 FEET 8.67 1.00 128.55 0.0550 1.2000 0.9900 2" ALUM CONDUIT 15.00 FEET 8.67 1.00 128.65 0.0550 1.2000 0.9900 2" PVC End Bell Carlon#E997J 1.00 EACH 8.01 1.00 8.01 0.1500 1.2000 0.1800 2" PVC Fern Adapt Carlon#E942,1 2.00 EACH 1.98 1.00 3.06 0.1500 1.2000 0.3600 2" PVC Fem Adapt Carlon 41E942J 1.00 EACH 1.98 1.00 1.96 0.1500 1.2000 0.1800 1" MYERS HUBS GROG 2.00 EACH 20.38 1.00 40.76 0.3000 1.2000 0.7200 2" MYERS HUBS GRDG 1.00 EACH 32.70 1.00 32.70 0.4000 1.2000 0.4800 3/4" CUT/THREAD-LABOR 1.00 EACH Skip 1.00 0.00 0.1800 1.2000 0.2160 314" CUT/THREAD-LABOR 1.00 EACH Skip 1.00 0,00 0,1800 1.2000 0.2160 1" CUT/THREAD-LABOR 3.00 EACH Skip 1.00 0.00 0.2400 1.2000 0.8640 1" CUT/THREAD-LABOR 4.11 EACH Skip 1.00 0.00 0.2400 1.2000 1.1834 2" CUT/THREAD-LABOR 6.00 EACH Skip 1,00 0.00 0.6200 1.2000 4.4640 2" CUT/THREAD-LABOR 7.11 EACH Skip 1,00 0.00 0.6200 1,2000 5.2891 1" ALUM MYERS HUBS GRDG 3.00 EACH 13.36 1,00 40.08 0.3000 1.2000 1.0800 2" ALUM MYERS HUBS GRDG 1.00 EACH 17.93 1.00 17.03 0.4000 1.2000 0.4800 1/4-20 CONCRETE DROP IN ANCHOR 6.00 EACH 1.30 1.00 7.80 0.0300 1.2000 0.2160 -... 1/4-20 CONCRETE DROP IN ANCHOR 6.00 EACH 1.30 1.00 7.80 0.0300 1.2000 0.2160 GALV STRUT 1-5/8" 2.00 FEET 7.51 1.00 15.02 0.1000 1.2000 0.2400 1" UNISTRUT STRAP 4.00 EACH 2.44 1.00 9.76 0.0250 1.2000 0.1200 2" UNISTRUT STRAP 2.00 EACH 3.69 1.00 7.38 0.0300 1.2000 0.0720 3/4" ALUM STRUT STRAPS 2.00 EACH 1.26 1.00 2.50 0,0260 1.2000 0.0600 3/4" ALUM STRUT STRAPS 2.00 EACH 1.26 1.00 2.60 0.0250 1.2000 0.0600 1" ALUM STRUT STRAPS 6.00 EACH 1.31 1.00 6.55 0.0250 1.2000 0.1500 2" ALUM STRUT STRAPS 1.00 EACH 2.13 1.00 2.13 0.0350 1.2000 0.0420 2" ALUM STRUT STRAPS 4.00 EACH 2,13 1.00 8.52 0.0350 1.2000 0.1680 11/2" 316 SSTEELSTRUT 2.00 FEET 10.00 1,00 20.00 0.1300 1.2000 0.3120 1 1/2" CORE DRILL 1.00 EACH 100.00 1.00 100.00 1.6000 1.2000 1.8000 11/2" CORE DRILL 1.00 EACH 100.00 1.00 100.00 1.5000 1.2000 1.8000 2" CORE DRILL 1.00 EACH 100.00 1,00 100.00 1.5000 1.2000 1.8000 2" CORE DRILL 1.00 EACH 100.00 1.00 100.00 1.5000 1.2000 1.8000 3/4. FD BOX 1.00 EACH 28.94 1.00 26.94 0,3200 1.2000 0.3840 314. FD BOX 1.00 EACH 26.94 1.00 28.94 0.3200 1.2000 0.3840 12X12X06 Ssteel 316 Hinge Cyr... 1.00 EACH 1133.00 1.00 1,133.00 1.5000 1.2000 1.8000 12X12X06 Ssteel 316 Hinge Cvr.., 2.00 EACH 1133.00 1.00 2,266.00 1.5000 1.2000 3.6000 1. KO LABOR ONLY 2.00 EACH Skip 1.00 0.00 0.3000 1.2000 0.7200 1. KO LABOR ONLY 2.00 EACH Skip 1.00 0.00 0.3000 1.2000 0.7200 2. KO LABOR ONLY 2.00 EACH Skip 1.00 0.00 0.600D 1.2000 1.4400 2. KO LABOR ONLY 2.00 EACH Skip 1.00 0.00 0.6000 1.2000 1.4400 20A GFCI DELUXE RECEPT. 1.00 EACH 18.00 1.00 18.00 1.0000 1.2000 1.2000 ... . • ,.:: -•:::.:•:, • ::: •111_ ,{ ... .: ::.:,:•:,_..•.:_::.•:.: .;:.:;` :•t: °. = s.' • 7111:, .... .....7-....1 .1..-.1111 ......:,..> .__._.. ..... ._ 1 ••11 .. 1171;-:;•..••;:�.. :•.� . , . _ _ , .. 111__ . -- •1••1.11 .: . •,..::. ••111. .•.,-. .:. :.p e;19�•2: 1111,, •�..•` -1111:,._ .,. CP-004 SUMP UNDERDRAIN JOB 858 2015-022:2015.022 Mary R... T Morales Company PRINTED 2/20/20151:21:24 PM ESTIMATE 1 2015-022:2015-022 Mary R... PO Box 859 DATA SET 9 TMC WTP-NECA dataset Florence,Tx 76527 254-793-4344/254-793-3044 . gcabeldue@moralescompany.com NOTES ' � �-i.�y�_>,� b � y�.T--t^;sa:�y-+t_���•�"�� a .qtr �{_zs-S.;si �r�=- ��-r^'�yy;.���}�,-=z�.tr�•-��-`-T: �. g:r2 •-,(21 q{ Y�yam F•�4 .''--•�S'r„�.< :R sC"'�'.<.-.-'-WOO l„`-..'�' �y ,TI ' z Y'r Mari, ..r if'WY Sit`s�43Er��w�4R`.a��-`.-.•���'ani,rcTTC� ;-x„�F-���`��rESA"s-.�r�-f .�-r.-��`r•x,:3.^� l�.:- ��....,,�'$-�s:6s�� i=�3�1�"� +',-'�-2,-F_d..�� Size Item Desc Rty UOM Item Source Mat Unit Mat Adj Mat Ext Lbr Unit Lbr Adj Lbr Ext 20A GEC'DELUXE RECEPT. 1.00 EACH 18.00 1.00 '16.00 1.0000 1.2000 1.2000 1G VERT WP Crouse#WLSG GFI FD Co... 1.00 EACH 45.00 1.00 45.00 0.1000 1.2000 0.1200 10 VERT WP Crouse#WLSG GFI FD Co... 1.00 EACH 45.00 1.00 45.00 0.1000 1.2000 0.1200 NYLON LINE 523.00 FEET 0.03 1.00 15.69 0.0010 1,2000 0.6276 NYLON LINE 707.78 FEET 0.03 1.00 21.23 0.0010 1.2000 0.8493 12 XHHW STR CU 36.00 FEET 0.29 1.00 10.44 0.0040 1.2000 0.1728 12 XHHW STR CU 36.00 FEET 0.29 1.00 10.44 0.0040 1.2000 0.1728 10 XHHW STR CU 450.00 FEET 0,44 1.00 202.40 0.0050 1.2000 2,7600 10 XHHW STR CU 630.00 FEET 0A4 1.00 277.20 0.0050 1.2000 3.7800 4. XHHW STR CU 920.00 FEET 1.69 1.00 1.554.00 0.0080 1.2000 8.8320 2, XHHW STR CU 1,280.00 FEET 2,63 1.00 3.313.80 0.0100 1.2000 15.1200 SMALL WIRE TERM-LABOR ONLY 2.00 EACH 0.45 1.00 0.00 0.1200 1.2000 0.2880 SMALL WIRE TERM-LABOR ONLY 2.00 EACH 0.45 1.00 0.90 0,1200 1.2000 0.2880 4. WIRE TERM-LABOR ONLY 4.00 EACH 0.70 1.00 2.80 0.1500 1.2000 0.7200 2. WIRE TERM-LABOR ONLY 4.00 EACH 0.70 1.00 2.80 0.1600 1.2000 0,7680 SCOTCHLOCKS-YELLOW 3.00 EACH 0.30 1.00 0.90 0.0300 1.2000 0.1080 SCOTCHLOCKS-YELLOW 3.00 EACH 0.30 1.00 0.90 0.0300 1.2000 0.1080 2X3 BASE SPACER 5.00 EACH 2.68 1.00 13.40 0.0200 1.2000 0.1200 2X3 BASE SPACER 5.00 EACH 2.68 1.00 13.40 0.0200 1.2000 0.1200 12W X 48D TRENCHER DITCHING 20.00 FEET 4.00 1.00 80.00 0.0300 1.2000 0.7200 12W X 48D TRENCHER DITCHING 20.00 FEET 4,00 1.00 80.00 0.0300 1.2000 0.7200 12W X 48D BACKFILL TRENCHER 20.00 FEET 3.00 1.00 60.00 0.0200 1.2000 0.4800 12W X 48D BACKFILL TRENCHER 20.00 FEET 3.00 1.00 60.00 0.0200 1.2000 0.4800 6"WARNING TAPE PIAS 20.00 FEET 0.33 1.00 6.60 0.0010 1.2000 0.0240 6"WARNING TAPE PLAS 20.00 FEET 0,33 1.00 6.60 0.0010 1.2000 0.0240 #4 STEEL 54.00 FEET 0.48 1.00 25.92 0.0200 1.2000 1.2960 #4 STEEL 54.00 FEET 0.48 1.00 25.92 0.0200 1.2000 1.2960 #5 STEEL 80.00 FEET 0.65 1.00 44.00 0.0300 1.2000 2.8800 #5 STEEL 80.00 FEET 0.56 1.00 44.00 0,0300 1.2000 2.8800 3000#CONCRETE 4.00 CYD 120.00 1.00 480.00 2.0000 1.2000 9.6000 3000#CONCRETE 4.00 CYD 120,00 1.00 4130.00 2.0000 1.2000 9.6000 Red Dye(Lbs) 64.00 LBS 1.50 1.00 96.00 Manual 1.2000 0.0000 Red Dye(Lbs) 64.00 LBS 1.50 1.00 96.00 Manual 1.2000 0,0000 2" PVC COATED GRC 40MIL 5.00 FEET 17.29 1.00 86.45 0.2070 1.2000 1.2420 2" PVC COATED GRC 40MIL 5.00 FEET 17.29 1.00 86.45 0.2070 1.2000 1.2420 2" PVC COATED ELB 40MIL 2.00 EACH 57.51 1.00 115.02 0.6000 1.2000 1.2000 2" PVC COATED ELB 40MIL 1.00 EACH 57.51 1.00 57.51 0.6000 1.2000 0.6000 2" PVC CTD COUP 40MIL 2,00 EACH 17.64 1.00 35.08 Skip 1.2000 0.0000 2" PVC 0T13 COUP 40MIL 1.00 EACH 17.54 1.00 17.54 Skip 1,2000 0.0000 ;..•. I 12,801.37 '. `. 124.95541 i Grand Totals `4' ` . - Morales Company 2/24/15 Project: Mary Rhodes CP--005 t o,rf� 0015 i t LNS u 6 6tH` viand For The City of Corpus Christy 1 Engineer: Freeze and Nichols T. Morales Company is pleased to offer the following as our proposed scope of work for the additional turnkey electrical work for providing and installing all electrical associated with camera,horn and pole light shown on E- ' 44,E-46 and E-47. Clarifications: • This quotation is contingent upon the execution of a mutually agreed upon subcontract. • Includes AXIS Q6041-E Dome Network Camera with pole mount Axis T91A67 • Includes Edwards Siren 5520-N5 horn • Includes Holophane PLED 9-5K-10A-AS-44-3-L-GP-0443 fixture with RTS5010F P2 ND BK 4 pole • Includes N1 steel enclosures for horn and light control • Quotation includes ductbank,pull boxes,conduit,and wiring for camera,pole light and warning horn • Trenching and backfill for underground electrical is included, the red concrete envelo a with reinforcing steel shall be provided as sled on the ori inal lans.. Do. i • Pricing covers all notes shown on E-44,E-46, and E-47. Morales Company will install, terminate, and startup the above electrical and instrumentation equipment.All specified as-builts, and O&M manuals are included. Morales Company backs the entire installation with our standard one-year warranty. Items Excluded: • Sales Tax • Heat tracing and/or piping insulation I • HACH panel b - • Water Monitoring Panel ci. - • Off site trash removal,or disposal of trenching spoils. • Final site preparation(topsoil),re-vegetation,and erosion control. • Installation of in-line piping, devices, instruments or any process piping taps. • All formed foundation concrete,pole(drilled pier)bases,pads,slabs,for electrical/I&C equipment. • All items shown on C-23,C-25 and P-1$drawingsheets Pricing: CP-005 $ $60,724.00 Sincerely; T. Morales Company Ron Wile 601 South Patterson PO Box 859 Florence,Texas 76527 Florence,Texas 76527 Phone:254-793-4344 Page 1 of I Fax:254-793-3044 Bid:#2-CP-005 RPS FIXTURE/CCTV/HORN/PB JOB 858 2015-022:2015-022 Mary R... T Morales Company ESTIMATE 1 2015-022:2015-022 Mary R... PO Box 859 DATA SET 9 TMC WTP-NECAdataset Florence,Tx 76527 DATE 2/20/2015 1:18:42 PM 254-793-4344 1254-793-3044 gcabeldue@moralescompany.com Index Description Reference Type Reference Ref Amount Operation Rate Amount 1 MATERIALS/QUOTES: 0.00 2 Misc Materials: Material Total 14,662.78 * 1.00 14,662.78 3 GRAYBAR--FIXIPOLE-50' Calculated 4,403.00 * 1.00 4,403.00 4 GRAYBAR--CAMERA/CCTV Calculated 3,933.00 * 1.00 3,933.00 5 GRAYBAR--POLE BRACKET Calculated 130.00 * 1.00 130.00 6 GRAYBAR-HORN Calculated 545.00 * 1.00 545.00 7 GRAYBAR-CASTBOX Calculated 40.00 * 1.00 40.00 8 GRAYBAR--HH/PULLBOX Calculated 300.00 * 2.00 600.00 9 SUBTOTAL 24,313.78 10 0.00 11 SALES TAX: Material Total 14,662.78 % 8.25 1,209.68 12 SUBTOTAL 1,209.68 13 0.00 14 LABOR: 0.00 15 Straight lime Labor Labor Total 381.95 * 39.00 14,895.97 16 Overtime Labor Calculated 0.00 * 55.00 0.00 17 IC Tech S-Time Calculated 0.00 * 40.42 0.00 18 IC Tech 0-Time Calculated 0.00 * 58.80 0.00 19 Gen Foreman Hours Labor Total 381.95 % 8.00 30.56 20 Gen Foreman Rate Component 19 30.56 * 49.00 1,497.44 21 Material Hndler Hrs Labor Total 381.95 % 3.00 11.46 22 Material Hndler Rate Component 21 11.46 * 24.24 277.79 23 Update As Built Dwgs Calculated 1.00 * 49.00 49.00 24 Programmer Calculated 0.00 * 70.00 0.00 25 SUBTOTAL 16,720.20 26 #########fflititiMAMAIlt 0.00 27 DIRECT JOB EXPENSES: 0.00 28 Expendable Tools Material Total 14,662.78 % 6.00 879.77 29 Equipment 0.00 30 Warranty on Material Component 9 24,313.78 % 3.00 729.41 31 Warranty on Labor Component 25 16,720.20 % 3.00 501.61 32 SUBTOTAL 2,110.79 33 0.00 34 SUBCONTRACTS: 0.00 35 Sub#1 Calculated 0.00 * 0.00 36 Sub#2 Calculated 0.00 * 0.00 37 SUBTOTAL 0.00 38 #####ftiffiWitiffittftWit 0.00 39 JOB SUBTOTAL 44,354.45 40 ##441414141#1tit#N14144144414# 0.00 41 MARKUPS: 0.00 42 Liability/Bldrs Risk Component 39 44,354.45 % • 2.00 887.09 43 WrkComp/SS/Unmplymnt Component 25 16,720.20 % 25.00 4,180.05 44 Overhead @ 10% Component 39 44,354.45 % 10.00 4,435.44 45 JOB TOTAL 53,857.03 0.00 46 47 Profit @ 10% Component 45 53,857.03 % 10.00 5,385.70 48 JOB TOTAL+PROFIT Component 47 5,385.70 * 1.00 59,242.73 49 Perf Payment Bond Component 48 59,242.73 % 2.50 1,481.07 : .....::. :.. :...: Bid:#2-CP-005 RPS FIXTURE/CCTV/HORN/PB JOB 858 2015-022:2015-022 Mary R... T Morales Company ESTIMATE 1 2015-022:2015-022 Mary R... PO Box 859 DATA SET 9 TMC WTP-NECA dataset Florence,Tx 76527 DATE 2/20/20151:18:42 PM 254-793-43441254-793-3044 gcabeldue@moralescompany.com Index Description Reference Type Reference I Ref Amount Operation I Rate Amount 50 ADD BOND Component 49 1,481.07 1.00 60,723.80 51 0.00 52 BID TOTAL 60,723.80 .:Page 2 0 : ::.-.. CP-005 RPS FIXTURE/POLE/CCTV/HORN JOB 858 2015-022:2015-022 Mary R... T Morales Company PRINTED 2/20/2015 1:21:59 PM ESTIMATE 1 2015-022:2015-022 Mary R,.. PO Box 859 DATA SET 9 TMC WTP-NECA dataset Florence,Tx 76527 254-793-4344/254-793-3044 gcabeldue@moralescompany.com NOTES r: �vw.> n<;::, -- �==- .�-"74-7. :�.wT. i E max.,....-=34 *- �Viatenal - z SS-O _ ;- "�- - ,-� ,-.^,�.z;-�..�`,.£"��. �l<tetn ,�._ �,� -:x�-_��.��.-�:f. .��,�.�...:,..���Unit M � _ T?.... � ... � �b�1tF�^ .._. Size Item Desc Qty UOM Item Source Mat U iYatAdj Mat Ext Lbr Unit~ LbrAdj Lbr Ext CCTV-CAMERA 1.00 Quote 1.00 0.00 4.0000 1.2000 4.8000 MESH GRIP 1.00 65.00 1.00 65.00 0.5000 1.2000 0.6000 STYROFOAM PLUG 1.00 20.00 1.00 20.00 0.5000 1.2000 0.6000 (LABOR IT...Alarm Horn 1.00 EACH Skip 1.00 0.00 1.0000 1.2000 1.2000 (LABOR IT... POLE MID.INC. 1LAMP 1.00 EACH Skip 1.00 0.00 1.1900 1.2000 1.4280 (LABOR 17...44'TO 50'POLE 1.00 EACH Quote 1.00 0.00 7.4000 1.2000 8.8800 2" PVC Sch 40 Carlon#49011010 1,308.00 FEET 1.60 1.00 2,092.80 0.0700 1.2000 109.8720 3/4" ALUM CONDUIT 10.00 FEET 2.74 1.00 27.40 0.0370 1.2000 0.4440 3/4" ALUM CONDUIT 60-00 FEET 2.74 1.00 164.40 0.0370 1.2000 2.6640 2" ALUM CONDUIT 40.00 FEET 8.57 1.00 342.80 0.0550 1.2000 2.6400 3/4" ALUM 90 ELBOW 6.00 EACH 19.18 1.00 115.08 0.1500 1.2000 1.0800 1" PVC Fem Adapt Carlon#E942F 2.00 EACH 1.04 1.00 2.08 0.1000 1.2000 0.2400 2" PVC Fern Adapt Carlon#E942J 12.00 EACH 1.98 1.00 23.76 0.1500 1.2000 2.1600 3/4" ALUM LB W/CVR&GASK 2.00 EACH 14.42 1.00 28.64 0.3500 1.2000 0.8400 1" BONDING BUSHINGS-INS 2.00 EACH 14.27 1.00 28.54 0.1000 1.2000 0.2400 2" BONDING BUSHINGS-INS 12.00 EACH 28.04 1.00 336.48 0:1500 1.2000 2.1600 314" CUT/THREAD-LABOR 6.00 EACH Skip 1.00 0.00 0.1800 1.2000 1.2960 2" CUT/THREAD-LABOR 18.00 EACH Skip 1.00 0.00 0.6200 1.2000 13.3920 2" PIPE PLUG 2.00 EACH 11.58 1.00 23.16 0.0500 1.2000 0.1200 3/4" ALUM MYERS HUBS GROG 1.00 EACH 12.39 1.00 12.39 0.3000 1.2000 0.3600 3/4" ALUM MYERS HUBS GRDG 4.00 EACH 12.39 1.00 49.56 0.3000 1.2000 1.4400 2" ALUM MYERS HUBS GRDG 10.00 EACH 17.93 1.00 179.30 0.4000 1.2000 4.8000 314X10 COPPER GROUND ROD 1.00 EACH 22.00 1.00 22.00 1.0000 1.2000 1.2000 SHOTS CADWELD(150) 1.00 EACH 10.00 1.00 10.00 0.3500 1.2000 0.4200 3/4" ALUM STRUT STRAPS 2.00 EACH 1.25 1.00 2.50 0.0250 1.2000 0.0600 314" ALUM STRUT STRAPS 8.00 EACH 1.25 1.00 10.00 0.0250 1.2000 0.2400 2" ALUM STRUT STRAPS 10.00 EACH 2.13 1.00 21.30 0.0350 1.2000 0.4200 314. ANCHOR BOLTS 4.00 EACH Quote 1.00 0.00 0.1000 1.2000 0.4800 2. KO LABOR ONLY 10.00 EACH Skip 1.00 0.00 0.6000 1.2000 7.2000 NYLON LINE 1,464.00 FEET 0.03 1.00 43.92 0.0010 1.2000 1.7568 14 XHHW STR CU 770.00 FEET 0.20 1.00 154.00 0.0030 1,2000 2.7720 12 XHHW STR CU 236.00 FEET 0.29 1.00 68.4.1 0.0040 1.2000 1.1328 10 XHHW STR CU 2,232.00 FEET 0.44 1.00 982.08 0.0050 1.2000 13.3920 8 BARE CU STR 15.00 FEET 0.52 1.00 7.80 0.0060 1.2000 0.1080 SMALL WIRE TERM-LABOR ONLY 42.00 EACH 0.45 1.00 18.90 0.1200 1.2000 6.0480 8 AUCU CRIMP LUG 1.00 EACH 12.22 1.00 12.22 0.2000 1.2000 0.2400 SCOTCHLOCKS-YELLOW 4.00 EACH 0.30 1.00 1.20 0.0300 1.2000 0.1440 SCOTCHLOCKS-RED 3.00 EACH 0.30 1.00 0.90 0.0400 1.2000 0.1440 2X3 INTERMEDIATE SPACER 131.00 EACH 2.61 1.00 341.91 0.0200 1.2000 3.1440 2X3 BASE SPACER 131.00 EACH 2.68 1.00 351.08 0.0200 1.2000 3.1440 24W X 36D TRENCHER DITCHING 218.00 FEET 4.00 1.00 872.00 0.0400 1.2000 10.4640 24W X 36D BACKFILL TRENCHER 218.00 FEET 3.00 1.00 654.00 0.0200 1.2000 5.2320 6"WARNING TAPE PLAS 218.00 FEET 0.33 1.00 71.94 0.0010 1.2000 0.2616 #4 STEEL 872.00 FEET 0.48 1.00 418.56 0.0200 1.2000 20.9280 #5 STEEL 872.00 FEET 0.55 1.00 479.60 0.0300 1.2000 31.3920 3000#CONCRETE 17.00 CYD 120.00 1.00 2,040.00 2.0000 1.2000 40.8000 Red Dye(Lbs) 272.00 LBS 1.50 1.00 408.00 Manual 1.2000 0.0000 ;.: :::Page 1 of 2 CP-005 RPS FIXTURE/POLE/CCTV/HORN JOB 858 2015-022:2015-022 Mary R... T Morales Company PRINTED 2/2012015 1:21:59 PM ESTIMATE 1 2015-022:2015-022 Mary R.., PO Box 859 DATA SET 9 TMC WTP-NECA dataset Florence,Tx 76527 254-793-4344/254-793-3044 gcabeldue@moralescompany.com NOTES s' ...�.. -`e!•`r_= -.,r �sr•�=: `'��"�'^',' �, c''''7"" �-•�.. ��:.-.'�;�?W 3'�.r^c��.-,� , -^�....:.4s *�T -.--'�;y = Tfem - ;Mate",,„ , r. r =<:7 -7�-� 1' 0_ .g-: � -�_� ��s�.�?' y=Kk3.?-`ism �-,.-:�ca�_�r ��..zy� :'s:�"r .'�.._, a� _ "m_� ..-.,..c.a:,-:'s,.:'.:r_�-�,-'����,�"w��•�3=-rs-=�.' .-ieY,...� Size Item Desc Qty UOMIItem Source Mat Unit Mat Adj. Mat Ext~ Lbr Unit LbrAdj Lbr Ext 3X3X3 PRECAST MANHOLE 2.00 EACH Quote 1.00 0.00 8.0000 1,2000 19.2000 3X3X3 HOLE/HANDHOLE 2.00 EACH 300.00 1.00 600 00 3.0000 1.2000 7.2000 15X30X30 PULL BOX-BCKFLL&TAMP 2.00 EACH 100.00 1.00 200.00 0.7500 1.2000 1.8000 1" PVC COATED GRC 40MIL 10.00 FEET 8.61 1.00 86 10 0.1150 1.2000 1.3800 2" PVC COATED GRC 40MIL 120.00 FEET 17.29 1.00 2,074.80 0.2070 1.2000 29.8080 1" PVC COATED ELB 40MIL 2.00 EACH 27.29 1.00 54.58 0.2500 1.2000 0.6000 2" PVC COATED ELB 40MIL 12.00 EACH 57.51 1.00 690.12 0.5000 1.2000 7.2000 2" PVC CTD COUP 40MIL 12.00 EACH 17.54 1.00 210.48 Skip 1.2000 0.0000 CAT5E Ethernet Cable 248.00 FEET 1.00 1.00 248.00 0.0080 1.2000 2.3808 Grand Totals 14,668,02 381.94801 Y:•. ;,: :*'::;:::';' ;':f ..... ..:.:::.:: ........ .., ..:.., ...:.::::_:p e 2 of 2 REQUEST FOR FREESE Innovative approaches CONTRACT PROPOSALII a Practical results Outstanding service , 4055 International Plaza,Suite 200 • Fort Worth,Texas 76109 • 817-735-7300 • fax 817-735-7491 fr.>z.cc,m Mary Rhodes Pipeline Phase 2—Pump PROJECT: Station and Sedimentation Basin PROJECT NO.: COR10165 OWNER: City of Corpus Christi CONTRACTOR: Oscar Renda ENGINEER: Freese and Nichols, Inc. 1) CP-004—Sump Underdrain Manholes#1 and#2 Power to Sumps 2) CP-005—River Pump Station— Piles, Buoys,Signs, Lighting,Video Surveillance 3) CP-006—Small Standby Generator for house power at both the River Pump Station and the Booster DESCRIPTION: Pump Station RCP NO.: 3 NOTIFICATION TO CONTRACTOR: The Owner proposes to make the additions, modifications or deletions to the Work described in the Contract Documents as shown in Attachment"A".We request that you take the following action within 10 calendar days: ri Notify us that you concur that this change does not require a change in Contract time or amount.A Field Order will be issued. F1 Submit a Price/Credit Proposal with detailed cost breakdown of labor, materials, equipment and all other costs related to this change. Impacts on Contract Time shall be shown in a revised schedule, included with the submitted proposal. rl Proceed with the change. Payment will be made at the unit price bid. rl Proceed with the change under the time and materials provisions of the Contract. Authorization to proceed with changes must be approved by the Owner through Change Order in accordance with the Contract Documents. BY: Daneel Nortier DATE:1/30/2015 CONTRACTOR'S RESPONSE: We respond to your request as follows: rl We propose that this is a no cost or time change. Issue Field Order. rl We submit the attached Price/Credit Proposal with detailed cost breakdown and revised schedule for performing the described change. rl We are proceeding with the change at the unit price bid. n We are proceeding with the change under the time and materials provisions of the Contract. BY: DATE: ACTION TAKEN: rl Proposed Contract Modification rejected. See comments. rl Field Order will be issued. f Change Order will be issued. BY: DATE: SEAL SHEET The modifications shown on the following sheets are sealed under the authority of the persons whose seals appear on this sheet: • C-23—River Pump Station Screen Deflection Details • C-25—River Pump Station Buoy Details • P-18—River and Booster Pump Stations Miscellaneous Details I • SB-15—Underdrain Sump Details �Z \� E OF r,..11 -.E OF rF111• :qP.• ..-I' 11 1 J.ZACHARY HUFF of ! /DANEEL NORTIER / / • .40 r�0: 113157 re i-► 115753 •;41.• IA•'• /c � :�: • 0 �l#' ,•ice• sS,G = t°F.0••ENS.••G:� S -:44,4'• N• ,I4—4NAL /I �t� ,/ FREESE AND NICHOLS, INC. FREESE AND NICHOLS, INC. TEXAS REGISTERED TEXAS REGISTERED ENGINEERING FIRM ENGINEERING FIRM F-2144 F-2144 CONSULSgY SOT.Na 8"SCHEDULE 80 PVC ADD'L Ly`6 BARS 2'-6•• 3 7<f g OF OPNG. EA.SIDE pi...i UII /5 RING BAR 2"PVC 0 66 TT EIB ALUMINUM CHK.PLATE g ilibB �� f� COVER W/(2)LIFTING c §E Eg ?lb � 2"CHECK VALVE iI HAN48'G-S i 2!bins _VII� 4B•G-478 1/2'0,TYPE 376 55 ` Y eCONC.PIPE HOOK ttP OF 3 ROUNDW/GRATING /' f!! ANY SHARP EDGES11III 00 \ 1 \ -1/2" 5• 5• 4. 1/2"THK L C� - II � 0 316 SS PLATE va BASIN SIDE I T �I 1 I ISI ! I _[_.3-1/2' n No J _ 4.4.!I J:I / , NW 2 BALL VALVE •, . U�3-1/2" J ii. 3/4 gra TYP R. DIAD.84RS 1 1f 1_5• I =S EA.CORNER OF OPNG. I 2•PVC 1-1/2 6 �5 -„- TOP EI BOTT. Ai 2"PVC FLEXIBLE 1/2"n TYPE 316 5S CONC teF` e•SCHEDULE 80 PVC CONNECTOR Q ANCHOR BOLTS&HARDWARE = ��• W/MIN 6"EMBEDMENT.SET IN \ IA NOTE: SIKA IA(OR EQUAL)SEALANT. 1. MANHOLE FOR SUMP#2 SHOWN. g .7±11171.1 UNDERDRAIN MANHOLE SUMP Y7 IS OPPOSITE HAND s� I �•1 1410 TOP PLAN (TYPICAL) (MIRRORED) illi CABLE HOLDER "' �I z 1- c A OPNG .;TING 18_ul cc Lal y CABLE HOLDER -PUMP GUIDES O U Q rn PER DETAIL is DOWELS O 12"C/C VI W Q Q W / // J d _ EW 0 @2B CUNlE55 u 48•0-478 6'-0'INSIDE DIA U W o EY NOTED OTHERWISE X'+ CONC.PIPE Y5 DOWELS C-476 CONC.PIPE o o ... CLASS 3 Y� — CLASS} A O 12•C/C C.1 y EARTH FILL •,p ��n�l/--� EARTH FILL E 1'(MIN.) �S_ • 7'(MIN.) __ FOOTING p \ ��\%\�\ \ ���\�%\�\�\\". 6'-0"INS.DIA ."�v'�\' ��\`'\����"�','�\"\\\\':\"�\'\\\\'\`• 2-Y6 RING BARS / ' I�I W , %\/\ .„..,,,,,%�\%�%,�„,,s, j��\�\%\. `• C-476 Tr.PIPE 's.,, '� ' %�%��Q�� •\ � ‘\\ \\\\% ``\� 17�I��-��-�- "•II�I I" III 2•CHECK I/I I I I / `\ `1::: •� �w�w� 2•PVC FLEXIBLE 1`7" 5. ,I,IAIAI,,I�% \ ,, .w.w.w 3Q CONDUIT VALVE ♦www♦ / ,� CLASS 4 ENTRANCE I CONNECTOR ,wI I C1A55 4 L \1 f"EJ.W/SEALANT o EARTH FILL g EARTH FILL 5/P-18 r C Q ~ .. `^ III ,:�C II Y `• w , � 1 C 8 QI ,1 &Y2 INV.EL.40.3 '. Y =_ • / J A I, - , I— g g N t'e 1 I`,:11w,w,w,,44. i i::: r; .. ,_w,,'� 1\ IJ/ S Q 0 (.1'3 D 1 ....NON SHRINK GROUT / CUSS 7 \ i p AROUND PIPE AGGREGATE FILLA \ / ,= z W PLOWABLE FILL 6 71:111 I 2•DISCHARGE _ WO i n 4, O o Qj 'REDUCER IF NEEDED.VE' W/PUMP MANUFACTURER - z W N ti D_ r A . .J,o z 1'-0" 1"EJ.W/SEALANT PUMP o _ a w ®51DOWELC— . I', w PLOWABLE FILLQt 2 a In 8 W VT V1\N \ al L=7 2-Y6 RING p LJ In O MIN I \-3"SEAL SLAB MIN I A lip SECTIONAL PLAN _ m Wo WATER TABLE 28.5 V 1/2".1'-0" _- 3_d 7 A _ Cr� a PUMP OUTLET DIA.PER NOTE: Cr a Yfi BARS 0 PUMP MANUFACTURER. T. PROVIDE FLEXIBLE CONNECTIONS ROUTING/SOURCE OF 12"C/C EW , LLNNS T&B RE:SPEC SEC.22 14 29.16 = ::CABLE NOT SHOWN FOR 8"AND 2"PVC PIPE AT TRANSITION BETWEEN CLASS 4 ..e.' UNDERDRAIN MANHOLE EARTH FILL AND NATIVE MATERIAL __ SECTION (TYPICAL) AT EXCAVATED SLOPE. t. „ SHEET 80 d 225 1/2•=1'-0' RECORD DRAWING NO. 1 2' 4• c 1 WTR-439 2-1-0 J CITY PROJECT/E10008 a hI.,.w I t0.4001141.1..8110.......511.111t0.4001141.1..8110.......511.1111t0.4001141.1..8110t0.4001141.1..8110t0.4001141.1..8110.......511.1111.410.07 MIK. FM PROIEGi/CORI0163 E,orauw rS$I ra. E-5 LEGEND — [.E —E- MX/AGROUND ELECTRICAL CONDUIT �- o.x4 UC UNDERGROUNDSED ND ELECTRICAL Qf�i ICC L DUCT RAM C 1,LORn-}. UI••IDERDRAIN SUMP _0C OVERHEAD ELECTRICAL $E r ii RP, }2G V ?iJ t'i P • _ —co— FIeen OPTIC UNE �b SEE RCP-3 WORE I,Z 3A!�a (o TiSt II f t '�'0 - _. '" I ./��1„_�` i i� ..I GENERAL NOTES y� • �••-_ -__—__ I.RVOT FE 3IIS T MO CA LLE SCHEDULE FOR CONDUIT i' .. -. "•- ----Iv 1.THE DUCT YWR RUUIRIG R SHOWN DIAGRAMLLATICALLY.THE J �. --1 — ► 1.5CU H Uf,LDER 64 Id W��C” � v i - � T ''6 COMMCTfM1 SHALL HELD ROUTE AHE DUCT RAM SATED ON �.+7 ' APPROACH .(??' 0 • •i i,---- -'1 -''`- SU 1?i 112 HP,1 O V,PM t: T"�`Ro�iR�ArE nr Lrt"` w-VEPS RiTM T APPRv.tD IL L: � r �' _ l "rJ -�"" ��� C.. �• �} ^� EONPYEM YNF�CIURCfl SHDFl UMtND AS MLL AS a Jf��-��_/ •:_• ; SEG. f0C J • Z. .(� `ALL MANUFACTURER SPECIFIC RECOMMENDATIONS J y p� :,I�� /•-•'-'.-- - (EL.-''''''-"---- \_—_----- SEDIMENTATION rLL e nH `� Q !;{�,3' :.. 1 A i n ri '+ ilrlikLINER ROK _�. � Var TT. --y{F...� `CI�I I �--`._ ��-T? �.��..__ II—�_ -) 11 CONSTRUCTION NOTES e_ 0 �k ��_ =j'= —�``� _ �___� a . I O DRrmm i Tar MZ"aR6n TDR A lin - -��'j.'r .._-- DEfNLS SEE SIfEf E-]6. * h r O , O OWNED BY AEP © V.1111111_I I'.D •Rea. i /`_ SEdIFAITATgM BASIN '-:•' h Q I •=•' - CO CELL 1 �2 I ., n l]) PONT GP DEU/CADCMI YM C I \i' a LEN MD'w'000 LIGHT.POLE.'i FROM OUTER Et Z ' RIVER2. PUMP P . •�.j ' -O O Soc DF Es .YIEHin%RWE T19C..T.1.. O 2 U)(�W W c. 5 A ION 1 I, /�O • V ► �1, r0 C)0(4C)LM, S. TR-e1p.; I. _. '. - •I _ E I I_I ill- I.- -� ' 5O MCM'zs'11GHr PolE AT GTC ENTRNH:E. U�1 W Q a LY llll!!ll T� I II nxnRa TrvC•P•.DCC DETIL aN stCC E-2& y.j Q �y^ - ' • '' .-.-. "• OO Z50-1006 WItE POSITION SWRCH a O 0 I ��-••-t+E . ��, - -_•_---• �' --..__.. 1 Oj 250-1037 VALVE PDVRDH ARCH U E i, . a I 2 O 150-2006 VALVE POSITION ST/ITCH (/�/�J','w.�s.III 4 OCTAL __ T� ; 1"1�..Et t METER Row amt 5 Q • • �. - • i YER[R YAUIT O 250-2010 UNE PDYTIOTR SMTILH AI IIA ECTAL SPCA ; STARCH I •.. ,0 ii. IR-,OW:ME 1RAH9•RTER =ii AMLPS-SMOR-Y • •""'..�.. ..�.�..-YIII. OII� O LR-IOW LEVU.TRANSIATTER ii 2 IwIPS-SMOR-A 0 N O . _-.._ � 4'Mk. I] Lrt-2o01 LEHL iRV6WTiER Z V)yZy F' �'DETAIL Ed �- ._,_�• yA 0 ' O IS LIT-2002.TRMISMMTETI x Tn •_-\•Nx `, T G •� : �R6^.M NOW 1• nATE aPOA Ao6mow swrtcN Do-1000} 4 4 Z .N,RCP-3 .10 L E . GUY _ j O G E RQWfE OPOU ON IHC-1011) Fl 1._ OVtoe 120V, 1-PHASE {oWGR"10 SUMPFUt1? 4.-P40\11DE 2-1/c 04 W/ fO GtRD. FOK W= ` �Li 11-isi (se E L 5)XHNW CONDUCTo}z5 ANDSOMP PUMPERAr3cN eLr1' .1--J COrjoUIT(5CH 4O WC 1}.1 DUC.TBANK e RGTRAL.EOCPOSED ogs AI Keck. 14 o rn �N HE.PK LRLc ADA1'ft01.1'(0�+L2 CIS-►DUC?pR5 AT'spTH E�-LD$ .41-� w L^ _.mi`''o'' VYQ1•(}I'KSJM?5TATtON P1-l1- RD.('1.P5t-.?@ AVG P �' o�' m Lu R R MP.STA. FOKTEIGMtt1AYt01-15_ (110RT1•i SUMP) — o + '6PSl P•8 gC05?ER PMP.STDG.). UTtL1�E EJCISrItL� DUCt$AI-LK as o x� o a. SNOW ALLel-Lai-Lc/es 014"tZECORp SE`f" L�OGUMGh1T5 5. 1gbC VIDE 2-1/C t 2 V4/11 1O GIRD. FOR SUMP a% PUMP BRANCH Cxr: 1,t2.04IDE ME.CH. it ¢4 w ADAPt'tot110ettZC.OtSVicroRSAT80TH5.-A0S 08 tx OVERALL SITE PLAN i• -O` ■foR-reFtm1NATt0t•15.(SOUTI-t Sum?) . Ali STIF[r15 ZU 3. PP•�d1DE V1.P. G�rG Duft.EX-EXAT$UMP C. Uftt-«E SQARE 2"DUB-T[iAaK-BRAC �AIA�f Reca��uRARLNcd 11••ETERIOK 11.1AII FOR 5UMP fUMF Ppv"1EK COt'1►1Ec.i or-1 Wlkfitt F�Acttca.> . sl WTR-439 (CARD t R•R14) 'fin MC tt 4o EDI, MR, 1.E.,000 i ON a n a a g l 5 NXS .2,Wr2..a,3.3,xia yu2 a s o 6 EitlUll MOjiflfl% e, I eeeeeeee # o2 ex eeeeac6;ef6vee esvgseio a,60e ;>>&1 m>o m > o m a l Z- o'el>n+.'>nI.l>oI.l>CI I>nlml>nLI>c e s 3 € ga eeeee see i . 6g eeaeeeeaeeeeeeeeeeeeeoeei 0 ,, o Pi g rn §A m HHIllii 1.V.- 4 . 51 . 14 Ef, f t Say m s p ; ; a ; ' A 8i8 2.1,12.12222 .17.7,13,36 ° o aYr18 e a I. 1.3 B a . 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DUE WE _ O[SGsnW At MARY RHODES PIPELINE PHASE 2 CITY OF FI�EESE x —I 1 0 PUMP STATIONS/SEDIMENTATION BASIN CORPUS CHRISTI y a��cH°�s Ie�ray mnA�c (FY 2011_2012) it TEXAS r1� amni_ Ts A (� ELECTRICAL C7 C WATER !�� _ F =moi■;�, N $. Aw O'NE(FT�F.� m A BOOSTER PUMP STATION �^' DEPARTMENT r �S row co n'm'n r-rt 9...a' 02=."re.M NEI S.TAM SCE 110 CO cri PANEL SCHEDULES Deportment of Engineering Services CEM O�L%"' �g .1 ,111 „ii5 3111s 11 lala3kil'112131110+131 it." ?fg 01 m IlInsi=-ig ll 0 1 11§ y>y $ 1 iii y to e > « a o b e o e a a e o e e a a e e e o 0 0 0 0 0 0 {� €tIVtI ! ! 1* *N; IVO w¢ VN VO 1a 1r31,1ii i .,,..•, .e > 3 n(m I>�IH(> 1-1 nlm(>elml--1-1-1-1-1-1- / i i 9 I t I t 11 ! 1: I i wy w¢ bF/ 41 ty b o e o b m o a e b b o o e o a a o e e m e e a e o 0 o a o a e e 6 s 11 0,o H 1:1111- ! I 1 ' ° IiP 22 . ! 4 ill w Iliii;zao ;aa E c "M . 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DUE IV O1:110100011 A MARY RHODES PIPELINE PHASE 2 CITY OFF FREESE —I PUMP STATIONS/SEDIMENTATION BASIN CORPUS CHRISTI ��\ Rr ti NICHO� 17°'m --'1 1 IV (FY 2011-2012) __.. 1,.1 TEXAS — m g ELECTRICAL WATER 1 e o o N I n 1 g o_' '�.......�ee.. (.1 IW r;N RIVER PUMP STATION " DEPARTMENT r"" um, s.;wum,,,,,1'0.r." & IU PANEL SCHEDULES Deportment of Engineering Services m 1bTY""' COASawiTY SHEET.Na C-23 BUOY ANCHOR PILE SPACED AS SHOWN ON C-25.TOP SET 2' 1 9 MAX ABOVE RIVER BOTTOM(TYP) — �a I - 1 _ _ - - _ - - - - - - - _IV - - - I I E 4 _ ' $ 30' \___BUOY ANCHOR PEE SPACED AS — 1E )a,1 SHOWN ON C-25.TOP SET ABOVE RIVER BOTTOM(TYP)Y MAX. —I—I i I Gt .. fly IIIIIIIIIIIIIIIIIIIIIItililililill IIII p( IIIIIIIIIIIIIIIII(IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIWyIIIIIIIIIII+I(1 �111IIl+fl"fFl"I' IIIWZ - IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIW � _IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ai albIIIIIIIIIIIIIIIIIIII I.-,IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII LL -'.-S;=Ec�;a(MAKE SCREEN • §111 T-PILE SATEEN DEFLECTORS(TYP) IOW iE TOP SET AT ELEV. 16 FT MSL ' ish PLAN Trp ' T ‘R.,‘-- SCREEN g ° it �'N.I SCREEN DEFLECTION H-PILE LAYOUT -ti ll 2 1/2'=1'-0• -�---� CONCRETE lii 1!1=1.1•111.11h� PIPE SUPPORTVI cNOTES FOR ALL BUOY SYSTEM H-PILES AND DEFLECTOR H-PILES: (7)16 BARS.CHOH---I. FACE.EO SPACE LL D; W 1. H-PILES HP12x53 SPACED AS SHOWN. O V Q W c 2. H-PILES DRIVEN 36 FEET INTO RIVER BOTTOM. g . (4)BARS EO it 01 W Q W 10Y Wlml SPACED 90• Ua tiWoFNCHO CPAINn 7BUELEV 21'`\ ANCHOR PILE 90• BELEV 20' 4B'INTAKE HEADER / ELOW WATER APPROX. 19 FT MSl III/ paPLAN S\ o INTAKE HEADER SUPPORT IIIzaFINDER CHAIN3(e STAINLESS STEEL " o MOORING UNE BUOY MOORING UNE 3-0B (VBUOY MOORING UNE ATTACHEDp Z TO FINDER CHAIN(TYP) & La) (n3•LER.(TYP) L/ 2 BUOY ANCHOR PILE ���BUOY ANCHOR PILEUOY ANCHOR PILE BUOY ANCHOR PILE \\ P PECSU PORE ' a O Z W \ __ • ,� _RIV R�0�11L_ 4B•INTAKE HEADER n ?2 N Z ,■, 1- S . a J o VT O -�- a IuI' i = a " CLW I tiiQ j <`4 cn a W RI NOTES: M , (4)SETS Ef Et h W I. FINDER CHAIN TO BE REMOVED FROM MOORING LINE WHEN BAREO SPACED >--R LJ BUOY IS DEPLOYED.LOW WATER LEVEL ONLY(LWL 19 FT MSL). 90• _ >Il j (/) (7)16 BARS.EACH 78 - Q 2. WHEN BUOYS ARE NOT DEPLOYED(NWL)ATTACH BUOY FACE.EO SPACE BU• - MOORING LINES TO FINDER CHAIN AND DRAPE ON RIVER BED. --A- -� �- �- HP 14x73 x 40'LG __ 3. H-PILES TO HAVE 1Y W )4W1 HOLE B.FROM TOP OF PILE W/ CONFIGURATIOI( I WI CONFIGURATIOF( STAINLESS STEEL EYE BOLT AND DOUBLE NUTS FOR FINDER ELEVATION - �28 of 225 CHAIN AND MOORING LINE ATTACHMENTS. --_ ELEVATION RECORD DRAVA%NO7- 2 QBUOY ANCHOR SYSTEM Q INTAKE HEADER SUPPORT 2 NOT TO SCALE 2 ,/2•_,•_D• -- D ,.-2. 4. WTR-439 pry PROJECT I E10008 ....rzA zou- P• w n.rrwnawmnw..aa.Kv.wa.oTesr�ey M PROJECT I COItI0167 ® SHEET.Nu C-2NTY5 APPROX.TOP ` \i SOb1R LIGHT CONS1tM — ; 5 N OF WEST BANK BUOY AN HOR PI E, t I !TE' 7RLTED E0 20' 40' \ •',i, p(2 SIDES) 3gE 0='SYMBOL 8 �b TWO SIDES. 11 `��`.� , , -23 FOR .t� .I . X ' H-PIL DETAILS /L 11111" ; \ `��``�,, INTAK SCRE[NS �� N3WARNING.GNB \�.` �• '� \ B rY AN�`C a. W - � \ 3't%°,-''!: 6SRC C- FOR1 ORANGE BANDW� $$-H_.. DET lS MY $48' 054' a•'-`b��_ \ •'p. ♦ LOW WL EL 19.0 F7-MSL M7 ren MIC'OTUNNE �`\w �® .,,\4- A�, ` SB'A POLE W POLE MOUNTED • 'FIE: CAMERA D WARNING HORN ` • Y,; \\V ��\ ` 3'SS EYE BOLTS K ��' -pL��� ANCHORED IN a•. \�'Y. ` :i" YrA� URETHANE FOAM ;�� .. .� \`� CONCRETE BALLAST $ �� \ � _: /r111 ��� �,:� .� �— CONCRETE BAUAST 3 �� , 1"DD. STEEL 1A O ROD w; � A,a 1'I.D.STEEL MOORING EYE �J: I ��yy \• \.� � yy��,�I N ..: \y\ ` RBEU•CANCHO- PILE. j ��I�1la o TIE.RE:3/C-25 .:. APPROX.T.• \� NOTE OF WEST K N \ � •r R\41 ,,\ NNN '957'o STAINLESS STEEL uT H_ 1. BUOYS LOCATED AT BUOY ANCHOR PILE �O \,V.,\ r I. NEOPRENE COATED CABLE 2 I LOCATIONS SHOWN.(4 LOCATIONS) R NE H— CCC W= W u �� To • L FT-MSL FLOATING 500 LB BREAK AWAY O U y W 5. L Fr� U' F. AL TOP Q I- or .2. ATTACH BUOY MOORING TO FINDER • \ •F,10.1.11'; C A 10 21 W�MSL. - >'(7 x QEt'--- C CHAIN AND DRAPE ON RIVER BED WHEN \ F- W Q W BUOYS ARE NOT DEPLOYED NWL. \\ \ E T O I-- 3 -.•U r -PILE BUOY MOORING LINE U a W o ( ) a 3. DEPLOY ALL FOUR BUOYS ONLY AT LOW WARNING SIGN �\\� . Et _ WATER ELEV 19.ATTACH THE BUOYS TO ` MOORING LINE AND REMOVE FINDER CHAIN gq M RE C-23 FOR H-PILE DETAILS. �~ w °\\`\ TIE,RE:3/C-25 E 1 MI 1 BUOY ANCHOR PILE,RE:C-23 1115 W FOR H-PILE DETAILS Q0BUOY LAYOUT PLAN 1 $ 2 1'=20' H-PILES TO HAVE 1'e HOLE B'FROM TOP OF PILE W/STAINLESS STEEL EYE z q5 N 9•-O. ATTACH W/8.-•U-BOLTS BOLT CHAIN AND MDOMOORING UNEUBLE NUTSFATTACHMENTS FINDEROR 8 E W/(2)2-INCH WASHERS,TTP. TYPICAL WARNING BUOY INSTALLATION € I `TE Z o n 1-1/- BLACK 8 INCH HIGH 4 0 la WARNING °F177 -3-W FONT 2 NOT TO SCALE W ti REFLECTIVE YELLOW BACKGROUND NOTES: - ± W N `-'3 _UNDERWATE a J-N 5 Q LU m — STRUCTURES a BUCK 3 INCH HIGH 1. ALL HARDWARE SHALL BE STAINLESS STEEL o o a O I V 0-LU CLFARVIEWHWY-3-W FONT 2. REGULATORY WARNING BUOYS SHALL BE ROLYAN NO.87147RL501 i a 0 'in CITY OF CQiVB NOTES: STANDARD CAN,WHITE,WITH MARKINGS SHOWN,OR APPROVED J_.1/_lo \N ,A a O EQUAL.AND SHALL BE ANCHORED WITH 15/32'DIA.STAINLESS W }. In ° STEEL NEOPRENE COATED CABLE. W 2 I� 1. THE SIGN SHALL BE OF EQUAL OR GREATER QUALITY ASA Q O�. Ct m 1'BLACK BORDER-// STANDARD TXDOT HIGHWAY SIGN AND SHALL BE 3. SOLAR UGHT SHALL BE ROLYAN MODEL B345(ONE MILE,AMBER. .... . 0 W MANUFACTURED PER TXDOT SPECIFICATION ITEM 636 AND 1957'0 STAINLESS STEEL 30FPM)WITH THEFT PROOF WRENCH AND SCREWS.SOLAR UGHT 7. _ DMS-8300. NEOPRENE COATED SS I):01 Et 0 CABLE SHALL BE MOUNTED ON TOP OF BUOYS WITH J-NUTS. d e 2. ALUMINUM SIGN SHALL BE 0.125'THICK. 3• 3• SS CABLE THIMBLE -- , ,-, 7 3. SIGN LETTERS TO BE BLACK(ACRULIC NON-REFLECTIVE L�7�L/. -_ Q 0. FILM)AND SIGN BACKGROUND TO BE YELLOW(TYPE E ��4,�4�J�][i- - SHEETING).BLACK SHALL BE BY SCREENING PROCESS OR 'i 55 511FCKLE fi'0 SCH.a0 POST CUT-OUT ACRYLIC NON-REFLECTNE BLANK FILM TO YELLOW \ SS SWNEL L FILLED WI CONCRETE, BACKGROUND SHEETING,OR COMBINATION THEREOF. - EMBED 4'MIN.W/ 4. LETTERS TO BE r AND r IN HEIGHT AS SHOWN IN DETAIL SS CABLE CLAMPS ___ ET 30 0(225 CONCRETE ENCASEMENT AND BE OF TYPE'CLEARVIEWHWY-3-W'FONT.CENTER _ RECORD ORAWCS H0. WARNING SIGN WORDS ON SIGN. 13 TIE DETAIL WTR-439 2 I'-2' 5. 1'BLACK BOLD BLOCK BORDER YJ INCH FROM SIGN EDGE. 2 NOT 70 SCALE 0 20' 40• ...a. SCALE IN FEET CIN PROJECT I ETOOOB I.-3328 2015.4(333 ,,,,w IrimPu pww.w.Ings.waoaauor.eq FM PROJECT/CORIOI65 CONSULTANT'S SHEET.Na P-18 NOTES: 1"HEAVY STAINLESS STEEL SLEEVE STAINLESS STEEL g V 1. SECURELY MOUNT PRESSURE GAUGE ASSEMBLY TO UNI-STRUT MOUNTED TO A$"0 316 S.S.THREADED ROD, UNISTRUT SUPPORT ;P! Itl ^ 1'>y'STAINLESS STEEL BUSHING ADJACENT WALL. WASHER&NUT.EMBEDS INTOAND 55ST63i"S.S.BLLL VALVE CONCRETE WITH EPDXY ADHESIVE. _„2. PROVIDE PIPE TUBING SLOPE TO TRANSMITTER AS RECOMMENDED •� I 1 'FBY MANUFACTURER. 101101Y.'S.S.BALL VALVE �11�— 4 I$! ..3. PROVIDE CALIBRATION SPOOL. ,• PRESSURE � � R !St12"PRESSURE GAUGE 0-300 P.S.I.O BPS& _ _�, ..E.. GAUGE ��� mlC Z .} 0-50 P.S.I.0 RPS.MOUNT CENTER OF GAUGE o A MINIMUM OF 6'-0'ABOVE FLOOR OR WHERE 9r1/t.' '■' 11 11111 iit .4 fir' ■ GAUGE CAN BE SEEN FROM ELECTRICAL ROOM SS.TEE ��# Y'Xli'S.D.55TEE W/ O Y."S.S.BALL VALVE 316 S.S.LEV WASHER 14'GAUGE COCK 'K14' N'RY"STAINLESS STEELM AND LEVELING NUT I"AIR RELEASE AND PRESSURE SWITCH VALVE AND Se S.S. W :1 BALL VALVE No la1 PRESSURE SWITCH & GAUGE DETAIL gi UNISTRUT SUPPORT W=k-, 15'S.S.BALL VALVE NOT TO SCALE 1 NOT TO SCALE WV"a - ■ 15"STAINLESS STEEL TUBING I� _'.^ PRESSURE TRANSMITTER i rt 15* 1TAIVAH' CONNECT TO BACKER RODS $"x3"R WEEP RING ISLP. STAINLESS DISCHARGE PIPE EXTERIOR FACE pp¢ STEEL TEE I________- is S TSP OF WALL36"GALV STEEL SLEEVE o WELD FOR WATER TIGHTNESS NON-SHRINK � GROUT , INTERIOR FACE OF WALL DRAIN PIPE t"GALVANIZED ■ d ,�'III .N STEEL SLEEVE PUMP ROOM 46"x3'R WEEP RING /'_II_ T Illi : 21 /"S.S. FF ELEV in�.'1.1 b BALL VALVE i- i ' --- REFER TO CIVIL A!1 1- c SHEETS FORLINK-SEALZ C PIPE MATERIAL MANUFACTURED BY _ Ifl Cr W c 1'z'h"STAINLESS I THUNDERLINE LINK-SEAL 0 0 0 LU .E DETAIL NOTES; STEEL BUSHING (n UJ Q CC W 1. COORDINATE WITH SEAL MANUFACTURER FOR SIZE OF I_3 Q 1"HEAVY WET WELL STEEL SLEEVE. U Ct. W o STAINLESS Er PUMP STATION FLOOR-\ STEEL SLEEVE 1/2"MAX.GAP 2. INSTALL PIPE IN A WAY SUCH THAT SEAL WILL NOT BE 0 C] Y COMPRESSED BY WEIGHT OF PIPE. V E a d a 3. INSTALL SEAL PER MANUFACTURER'S INSTRUCTIONS. "' 2 a . AIR VALVE & PUMP SEAL DRAIN o 0t SLAB PENETRATION DETAIL PIPE PENETRATION DETAIL a t NOT TO SCALE 1 NOT TO SCALE III WALL MOUNTED g1 PRESSURE GAUGE CONNECTION g NOT TO SCALE ¢ G Z D1 N o z cn I- HACH 8g & ao �y J SOURCE INCH NOTES; WATER ., kJ W^ Z MONITOR • FLOW:0.25-1.00 qpm Z W N O PANEL • PRESSURE:20-80 psi 7 « 3 ..1 g CO w EL 36'INLET �33.OUTLET • INLET:' "OUTLET:O5 o o d y- Z Lt..' • MATCH PIPE MATERIAL TO 1" a".FA <V1 LU NO`ROUTE DRAIN TO SUMP GRATING MPN POTABLE WATER SUPPLY PIPE.RE: �I-2 W 2 N o? AND SUPPORT AS NECESSARY. O CI" a Cu.J ROULLI 16"BALL VALVE OUTTE OFBFOOEHINT TRAFFIC AREAS AIR BURSTE RECOMMENDATIONS• MOUNT ANDL PER MANUFACTURER _ 0 a a Z VS • ROUTE DRAIN PIPE OUT OF FOOT 1. }.a Q I TRAFFIC PATH TO SUMP GRATING. �} f ANCHOR TO WALL AND FLOOR - Er S. CC T S. 14.1 HB \ -" Z CONNECT HACH INLET PIPING `1"NON-POTABLE - EE TO 1"NON-POTABLE WATER WATER SUPPLY PIPE SUPPLY PIPE RE:MP-2 `'fi" RE:MP-2 _e_ 9EET 60 M 225 RECORD DRAWING NO. Q O HACH DETAIL 4� WTR-439 AL NOT TO SCALE CITY PROJECT I E10008 0..:•J.nX ins.RON,., 0,.,r i lc Rs..'A.mp wlw..,o....s.W>.w.oT.mscw.a.s FW PROJECT/COR10165 I GENERAL NOTES: 1 . MODIFICATIONS UNDER RCP NO.3 ARE SHOWN AS DARK. 2. MODIFICATIONS SHOWN ON THIS SHEET ARE APPLICABLE TO SHEET E-2. P—RPSA—ATS P—RPSB—ATS z z 100A AUTOMATIC ° / 100A TRANSFER SWTICH • P1 —RPSAB—TRIO �� r 1TR-10 � ) 45 KVA rmrym 3PH, 4W L I. , 208Y/120V P2-RPSAB-TRIO ho P1 -RPSAB-GEN r 1 1 1 200A --- , i o G AUTOMATIC 1 /1200A 4 #2/0, L 1 TRANSFER L___J #6G. 3"C. SWTICH a GENERATOR 50KW o s N 208Y/120V, 3PH, P3-RPSAB-TR10-�N 4W. 0.8PF 0 CD ° 150A 0144. 1 //3440/— k% we...A% ,. .. 1, °°ql s # : ®. r— —, io x000000000000000000000000000 I I / JEFFREY N. HENSLEYCet / #,m�oomoox00000000000000000 % 0 0 84677 0kvo d L ) /0llo\Ss o0 NS°°C,\m, PANEL ,c;,o\o` "RPSLP" Freese and Nichols, Inc. '.-= E RPS PARTIAL ONE-LINE Texas Registered Engineering Firm F-2144 •^n 0 NOT TO SCALE 'rm :J 10a.m n a i d id )yO )tea RCP NO.3 uF&N JOB NO. CITY OF CORPUS CHRISTI COR10165 `E e' DATE du 01-15-14 3i r17MUM MARY RHODES PIPELINE PHASE 2 SCALE NTS E-3A ; IZ -+ 4055 International Roma,sate 200 ELECTRICAL DESIGNED JNH N Fort Worth,Tenon 75109-4895 CU ti Phone-(817)735-7300 DRAFTED 1<36 Fax-(817)735-7491 CJR FIGURE )roW� RPS PARTIAL ONE-LINE FILE EL—RPS GEN ONEL1.dwq 'nu rime. .Inn nn 7n/F - H•1der.. Ile./-• fnnn00 File. N•\Pier\Rennrl\FI-RPS-CFN-ONFI 1.rtwn GENERAL NOTES: 1 . MODIFICATIONS UNDER RCP NO.3 ARE SHOWN AS DARK. 2. MODIFICATIONS SHOWN ON THIS SHEET ARE APPLICABLE . TO SHEET E-2. P-BPSA-ATS P-BPSB-ATS 2 2 100A AUTOMATIC ° /° 100A TRANSFER 6 SWTICH , P1 -BPSAB-TR10 r -1 TR-9 45 KVA rYyTh 3PH, 4W L - , 208Y/120V P2—BPSAB—TR9 — P1 —BPSAB—GEN r i 1 1 200A ro-- i o AUTOMATIC �1200A 4 X2/0, TRANSFER L_o_J #6G., 3"C. L J SWTICH GENERATOR 50KW C 0 208Y/120V, 3PH, P3—BPSAB—TR10N • 4W. 0.8PF —� c� CD d- 'f"`4.l''"A 0) 150A ex��E of�r414ahip ��P,0o0000000Go0-. 1 .0° * %,,,di la 0 0* r— --1 of oo0000000000000000000009.0900 00 I I / JEFFREY N. HENSLEY / i II I r 0000•900000000000000000 0000/ I II O 00 84677 0'% L---J s� A.0. �,CENS,,,\_.? € 1 S 0000990000° = PANEL 1Its;/°AL ' ; "BPSLP" 'yam Freese and Nichols, Inc. 5'..5 O BPS PARTIAL ONE-LINE Texas Registered Engineering Firm F-2144 TL NOT TO SCALE 7.-9 it,— � d 3 a a 0,214 a Nl? RCP NO.3 ' N F&N 108 COR10165 �A CITY OF CORPUS CHRISTI DATE FREESE 01-15-14 "" �71NICHOLS MARY RHODES PIPELINE PHASE 2 SCALE AS SHOWN E-2A x 4055 Internatlonol Plozo,Suite 200 ELECTRICAL DESIGNED JNH N N Fort Worth,Texas 75109-4895 zstl W Phone-01 (817)735-7300 DRAFTED Fax-(817)735-7491 CJR FIGURE '�W� BPS PARTIAL ONE—LINE FILE EL BPS-GEN-ONELdwq ;dW 70: flea.. .i... an gntr; - a•tr,.... Ilea, 412200 rib.. N•\nle.ARennrt\FI-RPC-0:FN-f14Fl.riven CLWS.ORT's SHEET.Na E-44 IFGFND. CONSTUCTION NOTES: GEN A NOT o M UNDERGROUND ELECTRICAL DUCT BANK 1 USE 3 SPARE 20A BREAKER IN PANEL RPSLP TO PROVIDE 50KW DIESEL GENERATOR.50KW IS SHOWN FOR 1. CONTRACTOR SHALL INTEGRATE I/O ASSOCIATED aZ ,,, ENCASED UNLESS OTHERWISE NOTED O INDIVIDUALLY SUPPLY POWER TO CAMERA,HORN,AND Q INFORMATION.ACTUAL DIESEL SIZE SHALL BE SIZED BASED WITH GENERATOR,ATS.WATER DUALITY .-17 LIGHT.CONTRACTOR SHALL SUPPLY UPDATED PANEL OFF OF GENERATOR SIZING ANALYSIS PROVIDED BY THE PANEL/EVENT MONITOR,HORN,CAMERA,AND pB PULL BOX SCHEDULE FOR PANEL RPSLP. GENERATOR SUPPLIER.CONTRACTOR SHALL PROPERLY SIZE LIGHT INTO EXISTING SCAM SYSTEM.PROGRAM 711,11,41 q .CABLE,CONDUITS.ATS AND GENERATOR PAD AS REQUIRED, SCAM SYSTEM AS REWIRED.PROVIDE ALLgi WRDWARE AND SOFTWARE FOR A FULLYpA SECURITY CAMERA ' 3/UTE .STUB U AN TC FY SP DESTINATIONIT RS: FOR GENERATOR PAD DETAIL RE: 1/E-47, OEERATDNAL SYSTEM. A 1 , 13/E-46.T ICA UP AND CAP SPARE C.1 10 INSDECp POLE WITH HORN PIKE E TO THE XISLTT612-OUTE/10,1100,2•C FOR Oe TOTE CABLE ANDX MOUNTE AS REQUIRED FROM PULL BO% ��•t� ! POWER TO THE AXIS TB I24-E. TO IN BOX MOUNTED AT THE BASE OF POLE AS 2. COORDINATE FE LECTRICA OF ATS WITH ACTUAL If.• y'p`d; 9 LED FLOOD LIGHT REQUIRED. LAYOUT OF ELECTRICAL BUILDING. '^MN `�•�• ``,, PROVIDE NEMA 4X STAINLESS STEEL JUNCTNNR BOX0 V AND AXIS T6124-E ROW MIDSPAN FOR POWER TO THE O ROUTE TO PANEL RPSLP.CONTRACTOR SHALL USE SPARE 3. CONTRACTOR ANCE VIISHALLTH TSI NATILL B ELECTRIC CODE. CAMERA JUNCTION BOX SHALL BE 12 X 12 X 12 IN. 2M BREAKER. PROVIDE 2/12,1120.�'•C. PROVIDE BEIM 1 30A 1 POLE LIGHTING CONTACTOR.IN 10 WATER QUALITY PANEL SHALL BE HACH SOURCE WATER O4 AUTO MODE,THE LIGHTING CONTACTOR SHALL BE MONITORING PANEL.PROVIDE MACH EVENT MONITOR. Wn CONTROLLED FROM SCADA.RE:5/E-46 FOR I/O GOING CONTRACTOR SHALL INTERCONNECT THE TWO PANELS. Vie TO SCADA FROM CONTACTOR.CONTRACTOR SHALL PROVIDE CABLE AND CONDUIT AS REQUIRED.CONNECT PROGRAM SCADA SYSTEM AS REQUIRED. RS4B5 OFF OF EACH PANEL BACK TO THE PLC CABINET. PROVIDE/IB SHIELDED TWISTED PAIR FROM EACH PANEL GROUND ROD Wu Ag1J 5 PROVIDE NEIN 1 30A I POLE CONTACTOR FOR HORN ROUTED IN A 1•CONDUIT FROM PANELS TO PLC CABINET. TEST WELL IL? :O.1 OO© D FOR REMOTE ON/OFF SWITCFNNG FROM SCADA.IN AUTO PROVIDE ALL HARDWARE SOFTWARE AND PROGRAMMING IN % MODE,THE HORN CONTACTOR SHALL BE CONTROLLED THE PLC AND HMI AS REQUIRED.THE FOLLOWING SIX �>iRc 0®® FROM SCADA.RE:4/E-46 FOR I O GOING TO SCADA PARAMETERS SHALL BE MONITORED BY THE SCAM SYSTEM: /' ——— T. PI Alg'�A FROM CONTACTOR.CONTRACTOR SHALL PROGRAM SCADA 1)CONDICTMTY,2)NITRATE,3)DL,DIESEL,4)ORGANICS. :all SYSTEM AS REQUIRED. 5)pH,AND 6)TURBIDITY. (1� 3 1 PI-RPSAB-GEN 4/2/0,160. 3•C. ©PROVDE 200A NEW.1 ATS.THE FOLLOWING I/O 11 THE FOLLOWING I/O ASSOCIATED WITH THE GENERATOR /T� 2 BATTERY CHARGER 2 110,/10G. 2•C, ASSOCIATED WITH THE ATS SHALL BE MONITORED TO SHALL BE CONNECTED TO THE SCADA SYSTEM: / \ E THE SCADA SYSTEM: 3 BLOCK HEATER 2/10,#100. 2'C. • GENERATOR RUNNING/STOPPING(DI) I g ;,,,,,,,,,...1,117,j• NORMAL SOURCE(DI) 1 q 4 ATS-CNTL 6 114,/14C. 2•C. • GENERATOR COMMON FAULT(DI) *Ili u • GENERATOR SOURCE(DI) I i '� 5 SPARE 2•C. • BATTERY SYSTEM MALFUNCTION(DI) 6 h SPARE 3•C • ATS COMMON FAILURE(DI) vi I I:. • LOW PRESSURE(DI) GENERATOR ODUCT BANK SECTION • OYER SPEED(D) ' N ~ NOT TO SCALE LOW FUEL LEVEL ALAN(OQ / I U Q 1 I. // � Fw-3a W \ / / U a_ W 3 • ;u U u ( --//1/0 BARE r �l 1 \ ` -- 'TINNED CU 1111 v 0 o-o�.O'A % �—.^..--.0 b—.. - o o—o-- 1 ; (TYP.) 0 GENERATOR ���� T�F \ O GROUNDING DETAIL _ `\ NOT TO SCALE ©ATS _. 1 00 1 PLC CABINET , J RPSLP PANEL O1 • RO Y ry t �,�l�_ • ___— ____-- \i\` W .., _©t . -------- Al -- BCL 2 2 -"�- -------------------- INTAKE COLORADO (1,p 0 • -_-__- -_-© ___\\_\_______--- \ --J SCREENS RIVER n L+J 2 , 0 ," WATER QUALITY() © —� 71�.� —_.--- \ ',�5IV11 a I g o r_.. d I ° Elii _---- ��".—__-__.-- �QFT,7 `` ?''' d_'w.L.csd a 0. W m f1 11 _ _ �� \n w (`n o wa L:'- V. 'b S TL CC WIill,10 \'\ t., 111'1 .;,t1 I NORM ob $♦ F OI 4 I RPS SITE PLAN \�. Nttt�LaAI1NG NO. — —_ 0 20 0 2I I WTR-439 -- .ALE IN FEET && f So CRY PROUECT/E10008 FN PROJECT I COR10IRD I.1....."2016-2101.„ 1,.<,.1122•05 1,i•.1.11.1.1,-,,,,,,E. CONSULTANT'S sear.NA E-45 (FGFND• CONCTUGTION NOTES: GFNFRAI NOTFc• �\ v. i 1. COORDINATE LOCATION OF ATS WIN ACTUAL LAYOUT OF `, UNDERGROUND ELECTRICAL DUCT BANK O ROUTE CONDUIT/CABLE TO FINN.DESTINATION a3+Ll i ENCASED UNLESS OTHERWISE NOTED ELECTRICAL BUILDING. �j°'`•"••'`•4� OPROVIDE 200A NEMA 1 ATS.THE FOLLOWING I/O ASSOCIATED WITH THE � � ATS SHALL BE MONITORED BY THE SGOA SYSTEM: 2. CONTRACTOR SWILL INTEGRATE I/O ASSOCIATED WITH ' M GENERATOR AND ATS INTO SCADA SYSTEM.PROGRAM 3b f a CI 1 • NORMAL SOURCE(DI) SCADA SYSTEM AS REQUIRED,PROVIDE ALL HARDWARE 2 .".• •1�4., tt AND SOFTWARE FOR A FULLY OPERATIONAL SYSTEM. S of••• e,1 • GENERATOR SOURCE(DI) B 1•M•••�"`r d • ATS COMMON FNLURE(DI) 1 3 PROVIDE 50KW DIESEL GENERATOR.50KW IS SHOWN FOR INFORMATION. ACTUAL DIESEL SIZE SHALL BE SIZED BASED OFF OF GENERATOR SIZING W� ANALYSIS PROVIDED BY THE GENERATOR SUPPLIER.CONTRACTOR SHALL PROPERLY SIZE CABLE,CONDUITS,ATS AND GENERATOR PAD AS WO A REWIRED.FOR GENERATOR PAD DETAIL RE: 1/E-47. Wy$-ypoyy O THE FOLLOWING I/O ASSOCIATED WITH THE GENERATOR SHALL BE EN ,Tg11 CONNECTED TO THE SCADA SYSTEM: LL 4�R. • GENERATOR RUNNING/STOPPING(DI) I 11 • GENERATOR COMMON FAULT(DI) ROUND ROD c{y 6 • BATTERY SYSTEM MALFUNCTION(d) -- GTEST WELL(TVP) • LOW OIL PRESSURE(DI) GENERATOR / ` $ +IIS Fr7 • OVER SPEED(DI) 'i.kl ��_ • LOW FUEL LEVEL ALARM(DQ 1 $ 4N_ I �J u YY! �I1 ■• n 4 J � z I I AI � / cn ~ a r� Fd- GENERATOR J LL w u Q = in Cc L 0 00© 1 I 0 U X W a SI --JR5 ' ''ll U1 03005 i ,- - I -j �3. �e `-.F 1 / I U d ..6- 6_, \ 1 1 P7-BPSAB-GEN 4/2/0,/64. 3'C. , / (; o.T�.__ 2 BATTERY CHANGER POUR 2 110,/IDG. 2•C. \� i �1I N 3 BLOCK HEATER PWR 2/10,/10G. 2"C. 'I' 02. °• !I, o- _-►\ 'I ' s 4 ATS-CNTL 6/I4,1140. Z"C. ` —— —J O ' /i/0 BARE r,� ,�— 5 SPARE 3C. TINNED CU III ••t I Mk in, -5'71 I (TVP) �I; I!I• • 2 DUCT BANK SECTION GENERATOR Fri •i I— - NOT TO SCALE O GROUNDING DETAIL g I I 0 I O T NOT TO SCALE N Y W } ISI •� -..�1.117-- -;—.-...-1.7.....—_ .=-.-=- B y z a t IMI ._�;/11 i lei INTERCONNECTION DIAGRAM w¢^ 4 1 I - LOOP EQUIPMENT FIELD DEVICE/FIELD WIRING A �, Z N a. 1 O _ I DESCRIPTION a J,,p ce 11- �I� 4 S W-N ga0 • m y I']~rr.'•r Il IA-_=. =1� v, N- 1 N 6. B CT. B 1 Si i, Dj�' GENERATOR GEN 1414#I4, a Ng; W Z / I (2114 ATS CN L I I ATS-01 a Lai L C Q LLI j.,l 6/14,/140.2"C. AID B#14,#146�"C. o O . (2/14 SPARE) 2/14 SPARE) m� Z� g. 0 R I BPS GENERATOR PLAN • .5# x x CO co ". 20-0CC 4 INTERCONNECTION DIAGRAM 8 D Q a - NOT TO SCALE 1=i D 20' 40 Y 5 SHEET 2 OI 4 I--� RECORD OWNING ND SCALE IN FEET i WTR-439 ICTTY PROKCT/EMOON i,..,.�.,,w,mu- a• u,..mm i,..HUwnEimsnanr...: M A'RQWCT/CON IONS CONSULTANT'S SHEET.Na FROM 120V E-46 PANEL BOARD RPSLP4 N NEMA I,STEEL ENCLOSURE C INTERCONNECTION DIAGRAM )1P P. loll 1 EQUIPMENT �'yi.f.,,.,3'+' 1 LOOP DESCRIPTION FIELD DEVICE/FIELD WIRING N�IL•1 .r` 1$1I ........g' A p INTAKE SCREEN CAMERA 23-CAM-1001 23-GM-2 GT54 2'C.C. J 6/1 I HRN-P I I 23-MRN-1001Ci 1200 WJ INTAKE SCREEN HORN 23-HRN-1001CONTACTOR 2/10,/NOG.2'C. 6/14,/140.WC. I O 8 (2/14 SPARE) HORN Wy BY I FLOLGT-P I 23-LGT-lO01C 2 OFF A INTAKE SCREEN LIGHT 23-LGT-1001 CONTACTOR g 2/10,/10G.2"C. 6/14, /140.OBC. 3 ON,AUTO LLa itlS (2/14 SPARE) Ng i GENERATOR GEN I GEN-1001C I —- I aIRc 14/14,/14G.2"C. 1 91 ,%0 1, A (2114 SPARE) tR[ I ATS-CNTL .1 l—ATS-OI SCADA $8E� 6/14,/14G.2'C. ATS 8/14,1146.WC. a +O—� (2114 SPARE) (2/14 SPARE) 100X L_J 3 -,-OOX WOPNL-RS4BS WATER QUALITY PANEL WQPNL o �i61 z 1PR./18 SHLD., 1 C. TO SCADA ed� te WIOPNL-CNTL EVENT CM-RS485 J �IIIL U MANUFACTURER MONITOR 1PR./18 SHLD., 1 C. L J W SUPPLIED N NO 4_CFNFRALAOTFS' ■ (7I` O1 1. CONTACTS SHALL BE RATED FOR 30 AMPS AT 120V. 2. PROVIDE SPARE CONTACTS FOR EACH CONTACTOR. HORN L+-= W ii ii 0 INTERCONNECTION DIAGRAM O a W NOT TO SCALE ,' HORN CONTROL SCHEMATIC v) w Q w NOT TO SCALE (j a ~ 3 W a LIGHTING FIXTURE SCHEDULE FROM 1200 IY p C PANELBOARD 0 RXTLRE TYPE MRNIFACTURER CATALOG MJ. VOLT. DESCRPTKXI LAWS !PUT RL. E WATTSNEMA 1,STEEL ENCLOSURE Y r PREDATOR LARGE CFD,0 MODULES.SK SLACK,F1NNE=ME,CTANESS STEEL YOKE 301 IN O E4 A NOLOTMWE PLEIYCSK•104ASJ43LGP0440 1300 (06K])MOWING ADAPTER.YOKE T02 SLP FRIER (RT66O1OF P1 ND OK 4I M NONSHTO ROL ND TAMPER ]JJ ./IP PER STEEL POLE SOFT. I'' GATE WALL 10%3 X],GRAY PANT.ANCHOR DOLTS.AORATON DAMPENERS OLIGHT FIXTURE SCHEDULE NOT TO SCALE Y (V Il "C 200--4- ¢ INTAKE SCREEN GQ..0 p 0 OO OO O FLOOD LIGHT w<^ I- d 01 05 03 ON I AUTO 7 J L2 o 0 Z N 1 CAMERA z Ito, Loc. 2'c. I X00 — a N l t 4 O 2 FLDLGT-P 2 110, 10G. 2'C. I SCALA ' a W C.L+U.I 3 HRN-P 2/10, TOG. 2•C. �--,—;.�' < W C21 C, W a Z 4 21-CAM-1001C CAT5e 2°C. I�p'I0% L-, =a- 1_ 0 5 SPARE SPACE 2'C. b N CA W L O SCADA J fr E >-j 2 ODUCT BANK SECTION 1')3I. a NOT TO SCALE N0.5 GENERA' NOTES • 1*--i 1. CONTACTS SHALL BE RATED FOR 30 AMPS AT 120V. EXTERIOR A.€%n 2. PROVIDE SPARE CONTACTS FOR EACH CONTACTOR, BUILDING LIGHTS 5 O9,n SHEET 3 or 4 RNO OINTAKE SCREEN FLOOD LIGHT CONTROL SCHEMATIC REC0.RD°"" N0 NOT TO SCALE iI WTR-439 ",.�J1 CITY PROJECT/E 10008 .0,,...0.NIS•MN. Uee,.GUN rue.reueeEL42LOGCD1..M FN PROJECT I COR10165 copistuvirt SAQf.N. I? E-47 GENERAL NOTES: .t T T 1. MOUNT THE CAMERA 3 FT FROM THE TOP OF THE POLE AND THE HORN 4 FT FROM THE TOP OF THE POLE.MOUNT CAMERA AND HORN LIOFR Fl%TURF,PE:UCHTiNC N ,� TO FACE THE RTTAKE SCREENS. —FIXTURE SEWED FOR TYPE �..� �..- 11 f • 2. PREPARE FOUNDATIDN PER NOTES ON SHEET S-1. lei' 1 \}�iM, v i F~*,/}.Mr { 3. PREPARE CONCRETE FOUNDATION PER NOTES ON SHEET 5-1. P� PA, 8 1 G(ff 'at(p", 4�6d( CONSTIICTION NOTES: ' A' � & AXIS 00041-E PTZ DOME NETWORK CAMERA WITH POLE MOUNT AXIS T91A87, �" /6fe d MMr Y d 1 2i1 4�WIRE MESH GRIP y EDWARDS SIREN 5520-NS WITH POLE MOUNT BACK BOX 349. '�..1P' d 0 r Wn 0 IL � � HRi ii r-4 ma � POLE,NE:LIGHTING FIXTURE Pi T'/ CONCRETE ANCHORS /SCALED FOR TYPE A GENERATOR SEE NOTE ON SHEET S-2 lila FINISH GRADE S. CFIAAIER(TYPE) -. K n /Y CABLE OAN PLUG AROUND a N 1 • / CIHLE MIDYIAY UP SHAFT �` i �pt(P r �l'I'V'Q'V'V'VVV Mt'.r • ` u 7 .i i i ,f(� $ 'It"� • ;c�,((� ,d"iil ,.. Y \ \ Wit\`. C �5y�v,. C�\t ? L 1 �_ Z 1L .. 1 0 • •12'E.W. I L ' h CENTERED 1.5 /n a / (2)/7 CONT.TOP k .g.I Or W 'C Y SELECT FILL THICKENED EDGE- SELECT FILL 1-O• BOTTOM W//3 STNRUP 0 V Q W q OF sus ALL S SIDE s,...„....,..., O 18'O.C.(%W(J k F-a AROUND ----.CLR. U 4 'E Q W 2' `)y' t\V Lap tO POLE GROUNDING LUG E y0TEL POWER CABLE TO TOP ` WHEN ANCHORAGE OF EQUIPMENT TO PAD IS REQUIRED.USE CONCRETE ANCHORS SPECIFIED. JUNCTION BOX �'II` d 3"x5'MIN HNDHOLE '1'' EACH LEENCEAD BOLT ��) HEADED /33 O O ■GENERATOR PAD DETAIL r' : %','CHAMFERED EDGES METALLIC NOT TO SCALE (5)/3 TIES METALLIC CONDUIT(TYP) SPACED AS iiII.—n FINISHED GRADE SHOY/N 1 AI=�IsFm "1 •^'IiaPiI///,,,VVV,_/�,,Vv,,�������`���22�2 SPACES (3)EQ. S N 1"-0" GENERATOR CONC,GENERATOR PAD (4)IB VERT. \t�1MR EXPANSION/DERATION FITTING D Lu -- EXOTHERMIC WELD 1 dL_ .';� Q ') /8 ARC GROUND i ri SCHED 40 FVC 5 G Z 2 Z EL K 'NANO'-0'COPPER PVC MALE ADAPTER j SELECT EL Q 0 T. CUD STEEL GROVND ROD I I= vl n1,2 NO.7 BARS O /^—� Z 0 ry ti QQ / TOP LAND BOTTOM � � A a Lu�N -8 J -I , w�" v \�' - a W I E2 a. a F la 2 Y-0. .�ln .I 4 1 a§ w\ry W a I-- -..., ~ $ o F L to 7 140.3 GEN ERA NOT S: fi.s .o I. ALL BOLTS,WASHERS,NUTS AND OTHER g FASTENERS SHALL BE STAINLESS STEEL 5€!A 7 2. REFER TO STRUCTURAL NOTES ON SHEET ,6 @t d b I 101.8' I S-1 FOR CONCRETE AND FOUNDATION i REQUIREMENTS. l e 1"' NO 3 NOTES IV SYMBOL 'e' i 'Y 7.5. 8, 1. ANCHOR BOLTS. SIZE,LENGTH,NUMBER Agog Mr4 of 4 AND PATTERN PER MANUFACTURER'S DATA RECORD DIGMV.0 NO. OGENERATOR BASE PLAN VIEW O LIGHT POLE BASE PLAN VIEW O LIGHT POLE & BASE SECTION 1w7R--4. 9 NOT TO OMALE NOT TO SCALE NOT TO SCALE n CRY PROJECT/Et0008 o"I.:J..1E AM•Nl 0 manilla 1U perulitioot FN'PROJECT I COTI0165 RCP NO.3 DIVDSION 26 SPECIFICATIONS ® °TF 1 ` 1,3z I/f- OF C2®0606 ,_ °®®qs go ° ° iso° %\ ®*#0 •0006°00000°0000000000000000 JEFFREY N. HENSLEY / 000°0°°00000°0000000°°00e&?::0 #1 m0 84677 m 00. 1� ss`\ ONAL`�� C24t at 1444‘44j7 FREESE AND NICHOLS, INC. TEXAS REGISTERED ENGINEERING FIRM F-2144 26 3213 PACKAGED ENGINE GENERATORS 1.00 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. B. Generator manufacturer shall refer to the controls listed in 26 36 00 TRANSFER SWITCHES and coordinate with switch manufacturer for interfacing with transfer switch. C. The engine manufacturer's authorized distributor shall supply the complete power system to include the generator and related components specified in this section, so that there is one source of responsibility for coordination and testing. 1.02 APPLICABLE EQUIPMENT SPECIFICATIONS A. The Generator manufacturer shall be responsible for supplying the following equipment that is either included within this specification or within other specifications sections included within these contract documents. 1. Equipment that shall be provided by the Generator manufacturer that is specified in this section of the documents includes packaged diesel-engine generator sets with the following features and accessories: a. Battery charger. b. Sub-base fuel tank. c. Engine generator set. d. Muffler. e. Outdoor enclosure. f. Remote stop switch g. Starting battery h. Generator Set Controller and Panel i. Generator Terminal Box 1.03 DEFINITIONS A. Standby Rating: Power output rating equal to the power the generator set delivers continuously under normally varying load factors for the duration of a power outage. B. Operational Bandwidth: The total variation from the lowest to highest value of a parameter over the range of conditions indicated,expressed as a percentage of the nominal value of the parameter. C. Steady-State Voltage Modulation: The uniform cyclical variation of voltage within the operational bandwidth,expressed in Hertz or cycles per second. 1.04 SUBMITTALS Submittals shall be in accordance with Section 0133 02,Shop Drawings and shall include: Packaged Engine Generators 26 3213-1 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins A. Product Data: Include data on features,components, ratings,and performance. Include rated capacities, operating characteristics, and furnished specialties and accessories. In addition, include the following: 1. Dimensioned outline plan and elevation drawings of engine generator set and other components specified. 2. Thermal damage curve for generator, include X and R information,transient and sub- transient reactance,etc. 3. Time-current characteristic curves for generator protective device (if applicable). B. Shop Drawings: Indicate fabrication details, dimensions,weights, loads, required clearances, method of field assembly, components,and location and size of each field connection. 1. Design Calculations: Calculate requirements for selecting vibration isolators and seismic restraints and for designing vibration isolation bases. 2. Vibration Isolation Base Details: Detail fabrication, including anchorages and attachments to structure and to supported equipment. Include base weights. 3. Wiring Diagrams: Detail wiring for power and control connections and differentiate between factory-installed and field-installed wiring. 4. Generator sizing analysis. a. Detailed sizing analysis for each Pump Station shall clearly identify assumptions made for loads being started/operated by the generator. 1) The maximum voltage drop allowed shall be 20%. 2) The generator will be connected to an automatic transfer switch and 208Y/120V panelboard at each Pump Station. The generators shall be started and stopped from an automatic transfer switch that will be programmed such that the generator will not be operated parallel with the electric utility.The generators shall be sized as follows: a) River Pump Station:The generator shall be sized to start the loads connected to the 208Y/120V Panel"RPSLP". Manufacturer shall certify that the generator will not stall under these conditions. b) Booster Pump Station:The generator shall be sized to start the loads connected to the 208Y/120V Panel"BPSLP". Manufacturer shall certify that the generator will not stall under these conditions. 3) Ambient temperature shall be a minimum of 105 degrees Fahrenheit. 4) Calculations shall be for a Diesel Fuel generator set. b. The generator manufacturer and Contractor shall be responsible for obtaining all information to run the generator sizing analysis, including nameplate rating listed on the loads. The manufacturer/Contractor shall be responsible for obtaining actual load data. A list of the load data used shall be submitted with the generator sizing analysis. c. The kW rating shown on the plans is anticipated, but shall not be used to determine the actual size of the generator provided for this project d. Sizing analysis shall be submitted to the Engineer with the generator's initial submittal. Packaged Engine Generators 26 3213-2 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 5. Provide a detailed layout of the generator enclosure that shows the location of the power cable terminal box,generator control panel, lights,etc. 6. Provide project specific cut sheets for all equipment being provided for the generator including: a. Generator and Enclosure b. Conduits c. Wiring d. Receptacles e. Batteries and charging system C. Qualification Data: For firms and persons specified in "Quality Assurance"Article. D. Factory Test Data:Submit factory test data to Engineer for approval prior to shipping generator to job site. E. Field Test and Observation Reports: Indicate and interpret test results and inspection records relative to compliance with performance requirements. Provide load bank and 3'd Party Sound testing results.All Generator Testing Report(s)shall be submitted to Engineer for approval no later than two weeks after testing has been conducted. F. Equipment installation report. G. Certified summary of prototype-unit test report. H. O&M manual. 1.05 QUALITY ASSURANCE • A. Manufacturer Qualifications: Maintain a service center capable of emergency maintenance and repairs at the Project with twelve hours' maximum response time. B. Source Limitations: Obtain packaged engine generator and auxiliary components specified in this Section through one source from a single manufacturer. C. Electrical Components, Devices,and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction. D. Comply with NFPA 70,99 101 and 110, latest edition. E. Comply with NFPA 110 requirements for Level 1 emergency power supply system. F. Engine Exhaust Emissions: Comply with applicable state and local government requirements. G. Submit written reports for all required factory and field tests. H. Comply with NEMA MG-1 and SG-1. I. Comply with UL 1008. • 1.06 FACTORY INSPECTION AND TESTS A. Factory Testing. 1. The generator set manufacturer shall perform a complete operational test on the generator set prior to shipping from the factory. All testing shall be conducted at the Packaged Engine Generators 26 3213-3 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins factory. No exceptions. A certified test report shall be provided. All testing shall be performed with calibrated metering. 2. Factory testing may be witnessed by the one representative from the Owner/Engineer. Travel expenses for 1 attendee shall be the responsibility of the generator manufacturer. 3. Generator set factory tests on the equipment shall be performed at rated load and rated power factor. Generator sets that have not been factory tested at rated power factor will not be acceptable. Tests shall include: a. Reactive Load Bank Testing, 20 minutes at 25%load, 20 minutes at 50%load,20 minutes at 75%load,4 hours at 100% load. b. Transient testing,0-25-0%,0-50-0%,0-75-0%,0-100-0%. c. Standard factory test procedures" maximum power,voltage regulation,transient and steady-state governing, single step load pickup, and function of safety shutdowns. d. Provide a certified copy of the testing report to the engineer after shipment. 4. Provide sound testing at the Generator Manufacturer's factory with unit operating at full load and no load. Measurements shall be at all points around the enclosure at 5.5 feet above grade to insure compliance with sound levels specified.. 1.07 DELIVERY,STORAGE,AND HANDLING A. Deliver engine generator set and system components to their final locations in protective wrappings, containers, and other protection that will exclude dirt and moisture and prevent damage from construction operations. Remove protection only after equipment is safe from such hazards. B. Store the generator as recommended by manufacturer. 1.08 WARRANTY A. General Warranty: Special warranty specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to,and run concurrent with,other warranties made by Contractor under requirements of the Contract Documents. B. Special Warranty: Written warranty,executed by manufacturer agreeing to repair or replace packaged engine generator and auxiliary components that fail in materials or workmanship within specified warranty period. 1. Warranty Period: Two years from date of Final Completion. C. Manufacturer shall send a representative out to the job site one year after final completion to re-test the generator at no extra cost to the owner. 1.09 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Fuses: One for every ten of each type and rating,but not less than one of each. 2. Indicator Lamps: Two for every six of each type used, but not less than two of each. Packaged Engine Generators 26 3213-4 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 2.00 PRODUCTS • 2.01 MANUFACTURERS A. Acceptable Manufacturer: 1. Caterpillar, Inc.;Engine Div 2. Onan Corp/Cummins. 3. Kohler 2.02 ENGINE GENERATOR SET A. Furnish a coordinated assembly of compatible components. B. Output Connections:480V Three phase,four wire. C. Safety Standard: Comply with ASME B15.1. D. Nameplates: Each major system component is equipped with a conspicuous nameplate of component manufacturer. Nameplate identifies manufacturer of origin and address,and model and serial number of item. E. Power Output Ratings: Nominal ratings as indicated,with capacity as required to operate as a unit as evidenced by records of prototype testing. F. Skid: Adequate strength and rigidity to maintain alignment of mounted components without depending on a concrete foundation. Skid is free from sharp edges and corners. Lifting attachments are arranged to facilitate lifting with slings without damaging any components. • 2.03 GENERATOR-SET PERFORMANCE A. Steady-State Frequency Operational Bandwidth: 0.25 percent of rated frequency from no load to full load. B. Transient Voltage Performance: Not more than 20 percent variation for 50 percent step-load increase or decrease. Voltage recovers to remain within the steady-state operating band within three seconds. C. Steady-State Frequency Operational Bandwidth: 0.5 percent of rated frequency from no load to full load. D. Steady-State Frequency Stability: When system is operating at any constant load within rated load,there are no random speed variations outside the steady-state operational band and no hunting or surging of speed. E. Transient Frequency Performance: Less than 5 percent variation for a 50 percent step-load increase or decrease. Frequency recovers to remain within the steady-state operating band within five seconds F. Output Waveform: At no load, harmonic content measured line to line or line to neutral does not exceed 5 percent total and 3 percent for single harmonics. The telephone influence factor, determined according to NEMA MG 1,shall not exceed 50. Packaged Engine Generators 26 3213-5 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins G. Sustained Short-Circuit Current: For a three-phase, bolted short circuit at system output terminals,the system will supply a minimum of 300 percent of rated full-load current for not less than 10 seconds and then clear the fault automatically,without damage to any generator system component. H. Start Time: Comply with NFPA 110,Type 10,system requirements. 2.04 SERVICE CONDITIONS A. Environmental Conditions: Engine generator system withstands the following environmental conditions without mechanical or electrical damage or degradation of performance capability: 1. Ambient Temperature: Minus 15 to plus 40 deg C. 2. Altitude: 3256 feet. 2.05 ENGINE A. Comply with NFPA 37. B. Fuel: Fuel oil, Grade DF-2. C. Rated Engine Speed: 1800 rpm. D. Lubrication System: Pressurized by a positive-displacement pump driven from engine crankshaft. The following items are mounted on engine or skid: 1. Filter and Strainer: Rated to remove 90 percent of particles 5 micrometers and smaller while passing full flow. 2. Thermostatic Control Valve: Controls flow in system to maintain optimum oil temperature. Unit is capable of full flow and is designed to be fail-safe. 3. Crankcase Drain: Arranged for complete gravity drainage to an easily removable container with no disassembly and without use of pumps or siphons or special tools or appliances. E. Engine Fuel System: Comply with NFPA 37. System includes the following: 1. Main Fuel Pump: Mounted on engine. Pump ensures adequate primary fuel flow under starting and load conditions. 2. Relief/Bypass Valve: Automatically regulates pressure in fuel line and returns excess fuel to source. 3. Fuel cooler, radiator mounted,sized as recommended by the engine manufacturer to cool fuel prior to return to the engine fuel tank. 4. Primary filter/water separator mounted at engine pump inlet, Racor Model 791000FHV, triplex unit with isolation valves and 30 micron filter cartridges. F. Coolant Jacket Heater: Electric-immersion type,factory installed in coolant jacket system. Comply with NFPA 110 requirements for Level 1 equipment.Jacket heater shall operate on either 208 VAC, 1 phase. Packaged Engine Generators 26 3213-6 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 2.06 GOVERNOR A. The engine governor shall be a electronic Engine Control Module(ECM)with 24-volt DC Electric Actuator.The ECM shall be enclosed in an environmentally sealed,die-cast aluminum housing which isolates and protects electronic components from moisture and dirt contamination. Speed droop shall be adjustable from 0(isochronous)to 10%,from no load to full rated load. Steady state frequency regulation shall be+/-0.25%. Speed shall be sensed by a magnetic pickup off the engine flywheel ring gear. A provision for remote speed adjustment shall be included. The ECM shall adjust fuel delivery according to exhaust smoke,altitude and cold mode limits. In the event of a DC power loss,the forward acting actuator will move to the minimum fuel position. 2.08 ENGINE COOLING SYSTEM A. Description: Closed loop, liquid cooled,with radiator factory mounted on engine generator-set skid and integral engine-driven coolant pump. B. Radiator: Rated for specified coolant. C. Coolant: Solution of 50 percent ethylene-glycol-based antifreeze and 50 percent distilled water,with anticorrosion additives as recommended by engine manufacturer. D. Expansion Tank: Constructed of welded steel plate and equipped with gage glass and petcock. E. Temperature Control: Self-contained,thermostatic-control valve modulates coolant flow automatically to maintain optimum constant coolant temperature as recommended by engine manufacturer. F. Coolant Hose: Flexible assembly with inside surface of nonporous rubber and outer covering of aging-, ultraviolet-, and abrasion-resistant fabric. 1. Rating: 50-psig(345-kPa) maximum working pressure with 180 deg F(82 deg C) coolant, and non-collapsible under vacuum. 2. End Fittings: Flanges or steel pipe nipples with clamps to suit piping and equipment connections. 3. The generator shall be rated for continuous standby duty with a temperature rise of 125 deg C. 2.09 FUEL SUB-BASE STORAGE TANI< A. The generator sub-base tank shall be listed and labeled as UL142 special purpose, secondary containment generator base tank. The tank capacity shall be rated for 24 hour continuous operation at full load. B. The primary tank shall be fabricated from minimum 3/16"steel. The tank shall be designed, tested and labeled per UL requirements to support a generator weight as required and lift lugs shall be approved by UL with a 4 to 1 safety factor. The primary fuel tank and secondary tank shall be tested at 3-5 PSI air pressure as outlined in UL 142. C. The tank shall incorporate internal stiffeners to create a smooth tank top surface and limit the accumulation of water on top of the tank. No external support beams shall be permitted on top of the tank to maintain a clear walkway around the generator. Packaged Engine Generators 26 3213-7 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins D. The outer tank shall be abrasive blasted per SSPC-SP10 (White metal blast),then painted with one coat of a high build polyester glass flake to a minimum of 12-15 mils(DFT) thickness,and a finish coat of aliphatic polyurethane with a minimum of 3 mils (DFT).The manufacturer shall provide a 20 year external corrosion warranty. E. The tank shall be clearly labeled indicating the type of product,the volume capacity,the top loading capacity, and the manufacturer. F. Updraft and emergency venting systems shall be provided by tank manufacturer per UL 142 requirements. The primary vent shall be extended through the roof of the enclosure. G. The tank is intended for stationary installation and in accordance with NFPA 30 and NFPA 37. Comply with all federal,state and local codes. H. The following accessories shall be installed in the tank: 1. Leak sensor switch installed in interstitial space and wired to generator control panel. 2. Low level alarm switch wired to generator control panel. 3. Spill containment fill,7.5 gallon capacity,affixed to the top of the tank. Provide a handle pull drain to allow spilled fuel to return to the tank. 4. Mechanical fill limiter, Morrison 9095A or equal,with tight fill adapter, installed inside spill containment fill area. 5. Mechanical level gauge. 6. Engine supply pick-up tube and return connections with suction drop tube. 7. Electrical stub-up, rectangular type, located directly beneath the generator terminal box and beneath the generator control panel. 8. High level alarm at tank fill with audible and visual alarms at 90%and 95%capacity. 2.10 ENGINE EXHAUST SYSTEM A. Muffler: Sized as recommended by engine manufacturer. Silencer(s)shall comply with the package sound attenuation level specified in Section 2.14—Outdoor Generator Set Enclosure. B. Connection from Exhaust Pipe to Muffler: Stainless-steel expansion joint with liners. C. Generator mufflers shall be mounted on the roof of the enclosure to isolate vibration, reduce heat build-up and to provide quality support. 2.11 STARTING SYSTEM A. Description: 24-V electric,dual starters,with negative ground and including the following items: 1. Components: Sized so they will not be damaged during a full engine-cranking cycle with ambient temperature at maximum specified in "Environmental Conditions" paragraph in "Service Conditions" article above. 2. Cranking Cycle: As required by NFPA 110 for system level specified. Packaged Engine Generators 26 3213-8 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 3. Battery: Adequate capacity within ambient temperature range specified in "Environmental Conditions" Paragraph in "Service Conditions"Article above to provide specified cranking cycle at least three times without recharging. . Battery size shall be BCI Group No. 8D minimum,and shall be rated not less than 220 amp hours. Necessary cables and clamps shall be provided. Engines equipped with dual starting motors shall have dual battery banks. 4. Battery Cable: Size as recommended by generator set manufacturer for cable length indicated. Include required interconnecting conductors and connection accessories. 5. Battery-Charging Alternator: Factory mounted on engine with solid-state voltage regulation and 45-A minimum continuous rating. 6. Battery Charger: Current-limiting, automatic-equalizing and float-charging type. Unit complies with UL 1236 and includes the following features: a. Operation: Equalizing-charging rate of 20 A is initiated automatically after battery has lost charge until an adjustable equalizing voltage is achieved at battery terminals. Unit then automatically switches to a lower float-charging mode and continues operating in that mode until battery is discharged again. b. Automatic Temperature Compensation: Adjusts float and equalizes voltages for variations in ambient temperature from minus 40 deg C to plus 60 deg C to prevent overcharging at high temperatures and undercharging at low temperatures. c. Automatic Voltage Regulation: Maintains output voltage constant regardless of input voltage variations up to plus or minus 10 percent. d. Ammeter and Voltmeter: Flush mounted in door. Meters indicate charging rates. e. Safety Functions: Include sensing of abnormally low battery voltage arranged to close contacts providing low battery voltage indication on control and monitoring panel. Also include sensing of high battery voltage and loss of ac input or dc output of battery charger. Either condition closes contacts that provide a battery-charger malfunction indication at system control and monitoring panel. f. Enclosure and Mounting: NEMA 250,Type 12,wall-mounted cabinet. g. Charger shall operate on 120V. 2.12 CONTROL AND MONITORING A. Provide a fully solid-state, microprocessor based,generator set control. The control panel shall be designed and built by the engine manufacturer. The control shall provide all operating, monitoring, and control functions for the generator set. The control panel shall provide real time digital communications to all engine and regulator controls via SAE J1939. B. Environmental: The generator set control shall be tested and certified to the following environmental conditions: 1. —40°C to+70°C Operating Range 2. 95%humidity non-condensing, 30°C to 60°C 3. IP22 protection 4. 5%salt spray,48 hours,+38°C,36.8V system voltage 5. Sinusoidal vibration 4.3G's RMS, 24-1000Hz Packaged Engine Generators 26 3213-9 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 6. Electromagnetic Capability(89/336/EEC,91/368/EEC,93/44/EEC,93/68/EEC, BS EN 50081-2,50082-2) 7. Shock:withstand 15G C. Functional Requirements: The following functionality shall be integral to the control panel: 1. The control shall include a minimum 64 x 240 pixel, 28mm x 100mm,white backlight graphical display with text based alarm/event descriptions 2. The control shall include a minimum of 3-line data display 3. Audible horn for alarm and shutdown with horn silence switch 4. Standard ISO labeling 5. Multiple language capability 6. Remote start/stop control 7. Local run/off/auto control integral to system microprocessor 8. Cooldown timer 9. Speed adjust 10. Lamp test 11. Push button emergency stop button 12. Voltage adjust 13. Voltage regulator V/Hz slope-adjustable 14. Password protected system programming D. Digital Monitoring Capability: The controls shall provide the following digital readouts for the engine and generator.All readings shall be indicated in either metric or English units: 1. Engine a. Engine oil pressure b. Engine oil temperature c. Engine coolant temperature d. Engine RPM e. Battery volts f. Engine hours g. Engine crank attempt counter h. Engine successful start counter i. Service maintenance interval j. Real time clock 2. Generator a. Generator AC volts(Line to Line, Line to Neutral and Average) b. Generator AC current(Avg and Per Phase) c. Generator AC Frequency d. Generator kW(Total and Per Phase) e. Generator kVA(Total and Per Phase) f. Generator kVAR(Total and Per Phase) Packaged Engine Generators 26 3213-10 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins g. Power Factor(Avg and Per Phase) h. Total kW-hr i. Total kVAR-hr j. %kW k. %kVA I. %kVAR 3. Voltage Regulation a. Excitation voltage b. Excitation current E. Alarms and Shutdowns: The control shall monitor and provide alarm indication and subsequent shutdown for the following conditions. All alarms and shutdowns are accompanied by a time,date, and engine hour stamp that are stored by the control panel for first and last occurrence: 1. Engine Alarm/Shutdown a. Low oil pressure alarm/shutdown b. High coolant temperature alarm/shutdown c. Loss of coolant shutdown d. Overspeed shutdown e. Overcrank shutdown f. Emergency stop depressed shutdown g. Low coolant temperature alarm h. Low battery voltage alarm i. High battery voltage alarm j. Control switch not in auto position alarm k. Battery charger failure alarm 2. Generator Alarm/Shutdown a. Generator over voltage b. Generator under voltage c. Generator over frequency d. Generator under frequency e. Generator reverse power f. Generator overcurrent 3. Voltage Regulator Alarm/Shutdown a. Loss of excitation alarm/shutdown b. Instantaneous over excitation alarm/shutdown c. Time over excitation alarm/shutdown d. Rotating diode failure e. Loss of sensing f. Loss of PMG Packaged Engine Generators 26 3213-11 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins F. Inputs and Outputs 1. Digital Inputs: The Controller shall include the ability to accept six(6)to eighteen(18) programmable digital input signals. The signals may be programmed for either high or low activation using programmable Normally Open or Normally Closed contacts. 2. Digital Outputs: The control shall include the ability to operate six(6).programmable relay output signals, integral to the controller. The output relays shall be rated for 2A @ 30VDC and consist of six(6) Form A(Normally Open)contacts and two(10) Form C (Normally Open & Normally Closed)contacts. 3. Discrete Outputs: The control shall include the ability to operate two (2) discrete outputs, integral to the controller,which are capable of sinking up to 300mA. G. Maintenance: All engine,voltage regulator,control panel and accessory units shall be accessible through a single electronic service tool. The following maintenance functionality shall be integral to the generator set control 1. Engine running hours display 2. Service maintenance interval (running hours or calendar days) 3. Engine crank attempt counter 4. Engine successful starts counter 5. 20 events are stored in control panel memory H. Remote Communications 1. Remote Communications: The control shall include Modbus RTU and Ethernet communications as standard via RS-485 half duplex with configurable baud rates from 2.4k to 57.6k.The remote communications shall also be capable of communicating Modbus RTU and Ethernet. 2. Remote Monitoring Software: The control shall provide Monitoring Software with the following functionality: a. Provide access to all date and events on generator set communications network b. Provide remote control capability for the generator set c. Ability to communicate via Modbus RTU and Ethernet. 3. Remote Indication: Provide a remote indication to SCADA. a. Provide the following individual digital outputs for the following indications for protection and diagnostics 1) Overcrank 2) Low coolant temperature 3) High coolant temperature warning 4) High coolant temperature shutdown 5) Low oil pressure warning 6) Low oil pressure shutdown 7) Overspeed • 8) Low coolant level 9) EPS supplying load 10) Control switch not in auto 11) High battery voltage 12) Low battery voltage Packaged Engine Generators 26 3213-12 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 13) Battery charger AC failure 14) Emergency stop 15) Low Fuel Level 16) Fuel Leak 17) Spare 18) Spare b. The following additional metering shall be provided via Ethernet Communication protocol and Modbus RTU for each Engine: 1) Generator kW, kVA, kVAR, PF,Volts,Amps and frequency 2) Generator AC Amperes—Phase A, Phase B and Phase C 3) Generator AC Voltage—Phase A-B, Phase B-C, Phase C-A, Phase A, Phase B and Phase C(verify phase rotation) 4) Engine RPM Meter 5) Engine Battery Voltage Meter 6) Engine Oil Pressure Gauge 7) Engine Coolant Temperature Gauge 8) Engine Running Hour Meter 9) Engine Start Counter 10) Atmospheric Pressure 11) Boost Pressure 12) Air Filter Restriction 13) Left Turbo Inlet Pressure 14) Right Turbo Inlet Pressure 15) Engine Hour meter 16) Total Fuel Burned 17) Engine Coolant Level Status 18) Local Engine Control Switch Position 19) Overspeed Switch Status 20) Remote Emergency Stop Actuated 21) Percent Engine Load 22) Oil Filter Pressure Differential 23) Fuel Filter Pressure Differential 24) Aftercoolant Temperature 25) Right Exhaust Temperature 26) Left Exhaust Temperature 27) Crankcase Air Pressure 28) Filtered Fuel Pressure 29) Right Air Filter Restriction 30) Left Air Filter Restriction 31) Fuel Consumption Rate 32) Engine Oil Temperature. Packaged Engine Generators 26 3213-13 C0R10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 2.13 GENERATOR TERMINAL BOX A. Generator Terminal box shall be oversized to accept conductors per phase as shown in the table below without exceeding the minimum bending radius of the conductors per the National Electrical Code. Cable requirements with phase and Generator ground conductors -_ GEN 4-#2/0,#6 G.,3"C.) 2.14 GENERATOR OVERCURRENT AND FAULT PROTECTION A. Generator Circuit Breaker: Molded-case,thermal-magnetic type; 100 percent rated; complying with NEMA AB 1 and UL 489. B. Tripping Characteristic: Designed specifically for generator protection. C. Trip Rating: Matched to generator rating. D. Shunt Trip: Connected to trip breaker when generator set is shut down by other protective devices. E. Mounting: Adjacent to or integrated with control and monitoring panel 2.15 GENERATOR, EXCITER,AND VOLTAGE REGULATOR A. Comply with NEMA MG 1 and specified performance requirements. B. Drive: Generator shaft is directly connected to engine shaft. Exciter is rotated integrally with generator rotor. C. Electrical Insulation: H. D. Stator-Winding Leads: Brought out to terminal box to permit future reconnection for other voltages if required. E. Construction prevents mechanical, electrical, and thermal damage due to vibration, overspeed up to 125 percent of rating, and heat during operation at 110 percent of rated capacity. F. The permanent magnet excitation system shall enable the alternator to sustain 300%of rated current for ten seconds during a fault condition and shall improve the immunity of the voltage regulator to non-linear distorting loads. G. Enclosure: Drip proof. H. Windings: Two-thirds pitch stator winding and fully linked amortisseur winding. Temperature rise of rotor and stator at full load shall not exceed 130°C in a 40°C ambient. Packaged Engine Generators 26 3213-14 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins I. Voltage Regulator: The digital voltage regulator shall be microprocessor based with fully programmable operating and protection characteristics. The regulator shall maintain generator output voltage within+/-0.25%for any constant load between no load and full load. The regulator shall be capable of sensing true RMS in three phases of alternator output voltage.The voltage regulator shall include a VAR/Pf control feature as standard. The regulator shall provide an adjustable dual slope regulation characteristic in order to optimize voltage and frequency response for site conditions.The voltage regulator shall communicate with the Generator Control Panel via a J1939 communication network with generator voltage adjustments made via the controller keypad. Additionally,the controller shall allow system parameter setup and monitoring, and provide fault alarm and shutdown information through the controller. J. Space heater with thermostat to keep generator windings above dew point. 2.16 OUTDOOR GENERATOR-SET ENCLOSURE A. Provide weatherproof sound attenuated enclosure. Enclosure shall be constructed of pre- painted white formed aluminum panels. The enclosure shall be sized to adequately house the generator set and all accessories. Enclosure shall be designed for a minimum wind load rating of 130 mph. Provide wind load calculations and certification from an independent licensed professional engineer at time of submittal. Multiple panels are lockable and provide adequate access to components requiring maintenance. Panels are removable by one person without tools. Instruments and control are mounted within enclosure. All hinges, door locks, door handles,etc.shall be stainless steel. B. Muffler Location: Generator mufflers shall be mounted on the roof of the enclosure to isolate vibration, reduce heat build-up and to provide quality support C. Walls shall be constructed of marine grade 0.080 minimum formed aluminum panels. Roof shall be constructed of marine grade mill finish 0.125 minimum thickness formed aluminum panels using an interlocking standing seam design capable of supporting 75 pounds per square foot. All external attaching hardware shall be stainless steel screw type mechanical fasteners. Enclosure shall be equipped with 4 point lifting means to remove the enclosure from the tank. D. Provide a minimum of two entrance doors on each side. Doors shall be strategically located to provide easy access and serviceability. One door shall be located directly in front of the generator terminal box. Another door shall be located directly in front of the generator control panel. Door handles shall be two-point pad lockable type. Provide drip rails above each door opening. Intake air shall enter the enclosure through an acoustic baffle section or hood located in the rear wall of the enclosure and shall include aluminum birdscreen. Air intake shall be 1250 feet per minute of less to minimize water intrusion. The radiator discharge air shall pass through a horizontal discharge plenum section,which incorporates a motorized damper and aluminum birdscreen. The air handling system shall be engineered and constructed so as not to exceed a total of 0.50 inches of water gauge static pressure drop with minimal water intrusion. E. Engine Cooling Airflow through Enclosure: Adequate to maintain temperature rise of system components within required limits when unit operates at 110 percent of rated load for two hours with ambient temperature at top of range specified in system service conditions. Packaged Engine Generators 26 3213-15 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins F. Enclosure shall dampen noise to 85 dBA within 10 meter of enclosure. If it does not meet the most stringent requirements herein, it is the manufacturer's responsibility to make any changes necessary to meet the values specified at no additional cost to the Owner. G. VIBRATION ISOLATION DEVICES:Supply vibration isolators as recommended by the manufacturer. 2.17 FINISHES A. Indoor Enclosures and Components: Manufacturer's standard enamel over corrosion-resistant pretreatment and compatible standard primer. B. Outdoor Enclosure: Manufacturer's standard enamel over corrosion-resistant pretreatment and compatible standard primer. Color: Coordinate with the Owner. 2.18 SOURCE QUALITY CONTROL A. Project-Specific Equipment Tests: Factory test engine generator set and other system components and accessories before shipment. Perform tests at rated load and power factor. Include the following tests. 1. Full load run. 2. Maximum power. 3. Voltage regulation. 4. Transient and steady-state governing. 5. Single-step load pickup. 6. Safety shutdown. 2.19 SOURCE QUALITY CONTROL. A. Project-Specific Equipment Tests: Factory test engine generator set and other system components and accessories before shipment. Perform tests at rated load and power factor. Include the following tests 1. Full load run. 2. Maximum power. 3. Voltage regulation. 4. Transient and steady-state governing. 5. Single-step load pickup. 6. Safety shutdown 3.00 EXECUTION 3.01 EXAMINATION A. Examine areas,equipment foundations,and conditions,with Installer present,for compliance with requirements for installation and other conditions affecting packaged engine generator performance. 1. Proceed with installation only after unsatisfactory conditions have been corrected. Packaged Engine Generators 26 3213-16 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins B. Examine roughing-in of electrical connections. Verify actual locations of connections before packaged engine generator installation. 3.02 CONCRETE BASES A. Install concrete bases of dimensions indicated for packaged engine generators. 3.03 INSTALLATION A. Comply with packaged engine generator manufacturers'written installation and alignment instructions,and with NFPA 110. B. Set packaged engine generator set on concrete pads. 1. Support generator-set mounting feet on rectangular metal blocks and shims or on metal wedges having small taper,at points near foundation bolts to provide 3/4-to 1-1/2-inch (19-to 38-mm)gap between tank base and foundation for grouting. 2. Adjust metal supports or wedges until generator is level. C. Install packaged engine generator to provide access for periodic maintenance, including removal of drivers and accessories. D. Electrical Wiring: Install electrical devices furnished by equipment manufacturers but not specified to be factory mounted. 1. Verify that electrical wiring is installed according to manufacturers' submittal and installation requirements in Division 26 Sections. Proceed with equipment startup only after wiring installation is satisfactory. E. The contractor shall provide all fuel for testing of the generator. The contractor shall be responsible for providing a full tank of fuel upon completion of this project. 3.04 CONNECTIONS A. Ground Equipment 1. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 3.05 FIELD QUALITY CONTROL A. Manufacturer's representative shall be available to advise and assist the installation of the generators by the Construction Contractor. B. Furnish the services of a competent manufacturer's service representative who shall be experienced in the assembly and wiring of the generator units of similar size and character. He shall direct the installation of the equipment and shall assist and advise with the electricians or other workmen who are performing the actual work of installing the generator units. He also shall assist in the adjustment and testing of the equipment. C. Startup procedures,testing and troubleshooting of the generator shall be performed under the supervision of the manufacturer's representative. Energization of the generators shall not be permitted without the manufacturer's representative permission Packaged Engine Generators 26 3213-17 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins D. Time spent on the job by the service representative shall be adequate for performing all functions described herein. E. All costs (travel expenses,testing equipment,etc.)required for testing start-up,and training shall be the responsibility of the equipment manufacturer/Contractor F. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including piping and electrical connections,and to assist in testing. Report results in writing. Provide on site field service for start-up. G. Testing: Perform field quality-control testing under the supervision of the manufacturer's factory-authorized service representative. H. Tests: Include the following: 1. Tests recommended by manufacturer, including under load tests. The engine distributor shall furnish all equipment and personnel required for testing, including load banks,transformer and cable. 2. NFPA 110 Acceptance Tests: Perform tests required by NFPA 110 that are additional to those specified here including,but not limited to,the following: a. Single-step full-load pickup test. • b. 4-hour load bank test. 3. Battery Tests: Measure charging voltage and voltages between available battery terminals for full-charging and float-charging conditions. Check electrolyte level and specific gravity under both conditions. Test for contact integrity of all connectors. Perform an integrity load test and a capacity load test for the battery. Verify acceptance of charge for each element of battery after discharge. Verify measurements are within manufacturer's specifications. 4. Battery-Charger Tests: Verify specified rates of charge for both equalizing and float-charging conditions. 5. System Integrity Tests: Methodically verify proper installation,connection,and integrity of each element of engine generator system before and during system operation. Check for air,exhaust,and fluid leaks. 6. Voltage and Frequency Transient Stability Tests: Use recording oscilloscope to measure voltage and frequency transients for 50 and 100 percent step-load increases and decreases, and verify that performance is as specified. 7. Perform a reactive load bank test of each generator set at full load and 0.80 power factor for 4 hours at full load. Record system data at 15 minute intervals as recommended by the engine manufacturer. 8. Perform a system load bank test with the generator connected to the panelboard and operating at full load for 4 hours at 0.80 power factor. 9. Harmonic-Content Tests: Measure harmonic content of output voltage under 25 percent and at 100 percent of rated linear load. Verify that harmonic content is within 10. Perform a load test with actual designed connected loads at the site with the generator connected to the panelboard and operating at designed load for 4 hours at 0.80 power factor. Packaged Engine Generators 26 3213-18 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 11. The Contractor shall provide fuel for the testing and any subsequent re-testing of the generator and shall top off the fuel tank upon final completion. I. Retest: Correct deficiencies identified by tests and observations and retest until specified requirements are met. J. Report results of tests and inspections in writing. Record adjustable relay settings and measured insulation resistances,time delays,and other values and observations. Attach a label or tag to each tested component indicating satisfactory completion of tests. K. All Generator Testing Report(s)shall be submitted to Engineer for approval no later than two weeks after testing has been conducted. L. Test instruments shall have been calibrated within the last 12 months,traceable to standards of the National Institute for Standards and Technology,and adequate for making positive observation of test results. Make calibration records available for examination on request. M. Contractor shall fill fuel tank 100%full with manufacturers recommended fuel when all tests have been completed. 3.06 COMMISSIONING A. Battery Equalization: Equalize charging of battery cells according to manufacturer's written instructions. Record individual cell voltages. 3.07 CLEANING A. On completion of installation, inspect system components. Remove paint splatters and other spots,dirt,and debris. Repair damaged finish to match original finish. Clean components internally using methods and materials recommended by manufacturer. 3.08 TRAINING A. All costs(travel expenses,testing equipment,etc.) required for testing start-up,and training shall be the responsibility of the equipment manufacturer/Contractor. B. Training shall include theory of operation, application and trouble shooting. A training outline and manual of training course material shall be provided to the Owner two weeks in advance of the course. Each eight hour training session shall be broken up into two segments each of 4-hours with a 15 minute break every two hours. Lunch break will be one hour. Training session shall be conducted by Generator manufacturer personnel. Training session shall be scheduled and coordinated with the Owner. C. Instruct the operating and maintenance personnel in principle of operating of all major devices and the care and maintenance of components included in the generator units,for a period of not less than one (1)eight (8) hour day. The one day training shall take place at the Owner's main office in Lubbock. Coordinate with Owner for exact requirements and dates for training. D. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust,operate,and maintain packaged engine generators as specified below: 1. Train Owner's maintenance personnel on procedures and schedules for starting and stopping,troubleshooting,servicing, and maintaining equipment. Packaged Engine Generators 26 3213-19 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 2. Review data in maintenance manuals. Review data in maintenance manuals. 3. Schedule training with Owner,with at least seven days advance notice. 4. Minimum Instruction Period: Eight hours. 5. Training shall not take place until construction is complete and generator online and fully operational. E. F. All costs (travel expenses,testing equipment, etc.) required for the start-up,testing and training shall be the responsibility of the equipment manufacturer. END OF SECTION Packaged Engine Generators 26 3213-20 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins ATTACHMENT A-SUBMITTAL DATA SHEET FOR 26 32 13, PACKAGED ENGINE GENERATORS Submit the following data with Shop Drawing: Item No. Description Generator For River,i'ump Sta#ion;> ::.::'.. :' 1 Manufacturer of Generator: Total Equipment Dimensions for 2 Generator(inches): Length x Width x Height 3 Total (wet)Weight(lbs.): at 25%generator KW rating at 50%generator KW rating 4 Fuel Consumption (gallons/hour) at 75%generator KW rating at 100%generator KW rating 5 Capacity of Fuel Tank(gallons) Item.No ,Description Generator;For Booster.Pum,.,p Station 1 Manufacturer of Generator: Total Equipment Dimensions for 2 Generator (inches): Length x Width x Height 3 Total (wet) Weight(lbs.): at 25%generator KW rating at 50%generator KW rating 4 Fuel Consumption (gallons/hour) at 75%generator KW rating at 100%generator KW rating 5 Capacity of Fuel Tank(gallons) END OF ATTACHMENT Packaged Engine Generators 26 32 13-21 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 26 36 00 TRANSFER SWITCHES 1.00 GENERAL 1.01 WORK INCLUDED A. Drawings and general provisions of the Contract,including General and Supplementary Conditions and Division 01 Specification Sections,apply to this Section. B. This Section includes transfer switches rated 600 V and less, including the following: 1. Automatic transfer switches. 2. Remote annunciation systems. 3. Remote annunciation and control systems. 1.02 SUBMITTALS A. Submittal shall be in accordance with Specification 0133 02, "Shop Drawings". B. Product Data: For each type of product indicated. Include rated capacities,weights, operating characteristics,furnished specialties,and accessories. C. Shop Drawings: Dimensioned plans, elevations,sections, and details showing minimum clearances, conductor entry provisions,gutter space, installed features and devices,and material lists for each switch specified. 1. Single-Line Diagram: Show connections between transfer switch, bypass/isolation switch, power sources,and load;and show interlocking provisions for each combined transfer switch and bypass/isolation switch. D. Field quality-control test reports. E. Operation and Maintenance Data: For each type of product to include in emergency, operation, and maintenance manuals. In addition to items specified in Division 01 Section "Operation and Maintenance Data," include the following: 1. Features and operating sequences, both automatic and manual. 2. List of all factory settings of relays; provide relay-setting and calibration instructions, including software,where applicable. 1.03 QUALITY ASSURANCE A. Source Limitations: Obtain automatic transfer switches and nonautomatic transfer switches, remote annunciator and control systems through one source from a single manufacturer. Transfer Switches 26 36 00-1 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins B. Electrical Components, Devices,and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction,and marked for intended use. C. Comply with NEMA ICS 10. D. Comply with NFPA 70. E. Comply with NFPA 99. F. Comply with NFPA 110. G. Comply with UL 1008 unless requirements of these Specifications are stricter. 2.00 PRODUCTS 2.01 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include,but are not limited to,the following: B. Manufacturers: Subject to compliance with requirements, provide products by one of the following: 1. Contactor Transfer Switches: a. Emerson;ASCO Power Technologies, LP. b. GE Zenith Controls. c. Russelectric, Inc. d. Onan. 2. Transfer Switches Using Molded-Case Switches or Circuit Breakers: a. Eaton Electrical Inc.;Cutler-Hammer. b. GE Zenith Controls. c. Hubbell Industrial Controls, Inc. d. Onan. 2.02 GENERAL TRANSFER-SWITCH PRODUCT REQUIREMENTS A. Indicated Current Ratings: Apply as defined in UL 1008 for continuous loading and total system transfer, including tungsten filament lamp loads not exceeding 30 percent of switch ampere rating, unless otherwise indicated. B. Tested Fault-Current Closing and Withstand Ratings: Adequate for duty imposed by protective devices at installation locations in Project under the fault conditions indicated, based on testing according to UL 1008. Transfer Switches 26 36 00-2 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 1. Where transfer switch includes internal fault-current protection, rating of switch and trip unit combination shall exceed indicated fault-current value at installation location. C. Solid-State Controls: Repetitive accuracy of all settings shall be plus or minus 2 percent or better over an operating temperature range of minus 20 to plus 70 deg C. D. Resistance to Damage by Voltage Transients: Components shall meet or exceed voltage- surge withstand capability requirements when tested according to IEEE C62.41. Components shall meet or exceed voltage-impulse withstand test of NEMA ICS 1. E. Electrical Operation: Accomplish by a nonfused, momentarily energized solenoid or electric- motor-operated mechanism, mechanically and electrically interlocked in both directions. F. Switch Characteristics: Designed for continuous-duty repetitive transfer of full-rated current between active power sources. 1. Limitation: Switches using molded-case switches or circuit breakers or insulated-case circuit-breaker components are not acceptable. 2. Switch Action: Double throw; mechanically held in both directions. 3. Contacts: Silver composition or silver alloy for load-current switching. Conventional automatic transfer-switch units, rated 225 A and higher,shall have separate arcing contacts. G. Neutral Switching. Where four-pole switches are indicated, provide neutral pole switched simultaneously with phase poles. H. Neutral Terminal: Solid and fully rated, unless otherwise indicated. I. Heater: Equip switches exposed to outdoor temperatures and humidity, and other units indicated,with an internal heater. Provide thermostat within enclosure to control heater. J. Battery Charger: For generator starting batteries. 1. Float type rated 2 A. 2. Ammeter to display charging current. 3. Fused ac inputs and dc outputs. K. Annunciation,Control,and Programming Interface Components: Devices at transfer switches for communicating with remote programming devices, annunciators,or annunciator and control panels shall have communication capability matched with remote device. L. Factory Wiring: Train and bundle factory wiring and label, consistent with Shop Drawings, either by color-code or by numbered or lettered wire and cable tape markers at terminations. Color-coding and wire and cable tape markers are specified in Division 26 Section"Identification for Electrical Systems." 1. Designated Terminals: Pressure type,suitable for types and sizes of field wiring indicated. Transfer Switches 26 36 00-3 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 2. Power-Terminal Arrangement and Field-Wiring Space: Suitable for top,side,or bottom entrance of feeder conductors as indicated. 3. Control Wiring: Equipped with lugs suitable for connection to terminal strips. M. Enclosures: General-purpose NEMA 250,Type 1 Steel,complying with NEMA ICS 6 and UL 508, unless otherwise indicated. 2.03 AUTOMATIC TRANSFER SWITCHES A. Comply with Level 1 equipment according to NFPA 110. B. Switching Arrangement: Double-throw type, incapable of pauses or intermediate position stops during normal functioning, unless otherwise indicated. C. Manual Switch Operation: Under load,with door closed and with either or both sources energized. Transfer time is same as for electrical operation. Control circuit automatically disconnects from electrical operator during manual operation. D. Manual Switch Operation: Unloaded. Control circuit automatically disconnects from electrical operator during manual operation. E. Signal-Before-Transfer Contacts: A set of normally open/normally closed dry contacts operates in advance of retransfer to normal source. Interval is adjustable from 1 to 30 seconds. F. Digital Communication Interface: Matched to capability of remote annunciator or annunciator and control panel. G. Transfer Switches Based on Molded-Case-Switch Components: Comply with NEMA AB 1, UL 489, and UL 869A. H. Motor Disconnect and Timing Relay: Controls designate starters so they disconnect motors before transfer and reconnect them selectively at an adjustable time interval after transfer. Control connection to motor starters is through wiring external to automatic transfer switch. Time delay for reconnecting individual motor loads is adjustable between 1 and 60 seconds,and settings are as indicated. Relay contacts handling motor-control circuit inrush and seal currents are rated for actual currents to be encountered. I. Programmed Neutral Switch Position: Switch operator has a programmed neutral position arranged to provide a midpoint between the two working switch positions,with an intentional,time-controlled pause at midpoint during transfer. Pause is adjustable from 0.5 to 30 seconds minimum and factory set for 0.5 second, unless otherwise indicated. Time delay occurs for both transfer directions. Pause is disabled unless both sources are live. Transfer Switches 26 36 00-4 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins J. Automatic Transfer-Switch Features: 1. Undervoltage Sensing for Each Phase of Normal Source: Sense low phase-to-ground voltage on each phase. Pickup voltage shall be adjustable from 85 to 100 percent of nominal, and dropout voltage is adjustable from 75 to 98 percent of pickup value. Factory set for pickup at 90 percent and dropout at 85 percent. 2. Adjustable Time Delay: For override of normal-source voltage sensing to delay transfer and engine start signals. Adjustable from zero to six seconds,and factory set for one second. 3. Voltage/Frequency Lockout Relay: Prevent premature transfer to generator. Pickup voltage shall be adjustable from 85 to 100 percent of nominal. Factory set for pickup at 90 percent. Pickup frequency shall be adjustable from 90 to 100 percent of nominal. Factory set for pickup at 95 percent. 4. Time Delay for Retransfer to Normal Source: Adjustable from 0 to 30 minutes,and factory set for 10 minutes to automatically defeat delay on loss of voltage or sustained undervoltage of emergency source, provided normal supply has been restored. 5. Test Switch: Simulate normal-source failure. 6. Switch-Position Pilot Lights: Indicate source to which load is connected. 7. Source-Available Indicating Lights: Supervise sources via transfer-switch normal-and emergency-source sensing circuits. a. Normal Power Supervision: Green light with nameplate engraved "Normal Source Available." b. Emergency Power Supervision: Red light with nameplate engraved"Emergency Source Available." 8. Unassigned Auxiliary Contacts: Two normally open,single-pole,double-throw contacts for each switch position, rated 10 A at 240-V ac. 9. Transfer Override Switch: Overrides automatic retransfer control so automatic transfer switch will remain connected to emergency power source regardless of condition of normal source. Pilot light indicates override status. 10. Engine Starting Contacts: One isolated and normally closed,and one isolated and normally open; rated 10 A at 32-V dc minimum. 11. Engine Shutdown Contacts: Instantaneous;shall initiate shutdown sequence at remote engine-generator controls after retransfer of load to normal source. 12. Engine Shutdown Contacts: Time delay adjustable from zero to five minutes,and factory set for five minutes. Contacts shall initiate shutdown at remote engine- generator controls after retransfer of load to normal source. 13. Engine-Generator Exerciser: Solid-state, programmable-time switch starts engine generator and transfers load to it from normal source for a preset time,then retransfers and shuts down engine after a preset cool-down period. Initiates exercise cycle at preset intervals adjustable from 7 to 30 days. Running periods are adjustable from 10 to 30 minutes. Factory settings are for 7-day exercise cycle, 20-minute running period,and 5-minute cool-down period. Exerciser features include the following: Transfer Switches 26 36 00-5 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump • Stations/Sedimentation Basins a. Exerciser Transfer Selector Switch: Permits selection of exercise with and without load transfer. b. Push-button programming control with digital display of settings. c. Integral battery operation of time switch when normal control power is not available. 2.04 REMOTE ANNUNCIATOR SYSTEM A. Functional Description: Remote annunciator panel shall annunciate conditions for indicated transfer switches. Annunciation shall include the following: 1. Sources available, as defined by actual pickup and dropout settings of transfer-switch controls. 2. Switch position. 3. Switch in test mode. 4. Failure of communication link. B. Annunciator Panel: LED-lamp type with audible signal and silencing switch. 1. Indicating Lights: Grouped for each transfer switch monitored. 2. Label each group, indicating transfer switch it monitors, location of switch, and identity of load it serves. 3. Mounting: Flush, modular,steel cabinet, unless otherwise indicated. 4. Lamp Test: Push-to-test or lamp-test switch on front panel. 2.05 REMOTE ANNUNCIATOR AND CONTROL SYSTEM A. Functional Description: Include the following functions for indicated transfer switches: 1. Indication of sources available,as defined by actual pickup and dropout settings of transfer-switch controls. 2. Indication of switch position. 3. Indication of switch in test mode. 4. Indication of failure of digital communication link. 5. Key-switch or user-code access to control functions of panel. 6. Control of switch-test initiation. 7. Control of switch operation in either direction. 8. Control of time-delay bypass for transfer to normal source. B. Malfunction of annunciator, annunciation and control panel, or communication link shall not affect functions of automatic transfer switch. In the event of failure of communication link,automatic transfer switch automatically reverts to stand-alone,self-contained operation. Automatic transfer-switch sensing,controlling, or operating function shall not depend on remote panel for proper operation. Transfer Switches 26 36 00-6 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins C. Remote Annunciation and Control Panel: Solid-state components. Include the following features: 1. Controls and indicating lights grouped together for each transfer switch. 2. Label each indicating light control group. Indicate transfer switch it controls,location of switch, and load it serves. 3. Digital Communication Capability: Matched to that of transfer switches supervised. 4. Mounting: Flush, modular,steel cabinet, unless otherwise indicated. 2.06 SOURCE QUALITY CONTROL A. Factory test and inspect components,assembled switches,and associated equipment. Ensure proper operation. Check transfer time and voltage,frequency, and time-delay settings for compliance with specified requirements. Perform dielectric strength test complying with NEMA ICS 1. 3.00 EXECUTION 3.01 INSTALLATION A. Annunciator and Control Panel Mounting: Flush in wall, unless otherwise indicated. B. Set field-adjustable intervals and delays, relays,and engine exerciser clock. 3.02 CONNECTIONS A. Wiring to Remote Components: Match type and number of cables and conductors to control and communication requirements of transfer switches as recommended by manufacturer. Increase raceway sizes at no additional cost to Owner if necessary to accommodate required wiring. 3.03 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect, test,and adjust components, assemblies, and equipment installations, including connections. Report results in writing. B. Perform tests and inspections and prepare test reports. 1. Manufacturer's Field Service: Engage a factory-authorized service representative to inspect components, assemblies,and equipment installation, including connections,and to assist in testing. 2. After installing equipment and after electrical circuitry has been energized,test for compliance with requirements. 3. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. Transfer Switches 26 36 00-7 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 4. Measure insulation resistance phase-to-phase and phase-to-ground with insulation- resistance tester. Include external annunciation and control circuits. Use test voltages and procedure recommended by manufacturer. Comply with manufacturer's specified minimum resistance. a. Check for electrical continuity of circuits and for short circuits. b. Inspect for physical damage, proper installation and connection,and integrity of barriers, covers,and safety features. c. Verify that manual transfer warnings are properly placed. d. Perform manual transfer operation. 5. After energizing circuits,demonstrate interlocking sequence and operational function for each switch at least three times. a. Simulate power failures of normal source to automatic transfer switches and of emergency source with normal source available. b. Simulate loss of phase-to-ground voltage for each phase of normal source. c. Verify time-delay settings. d. Verify pickup and dropout voltages by data readout or inspection of control settings. e. Test bypass/isolation unit functional modes and related automatic transfer-switch operations. f. Perform contact-resistance test across main contacts and correct values exceeding 500 microhms and values for 1 pole deviating by more than 50 percent from other poles. g. Verify proper sequence and correct timing of automatic engine starting,transfer time delay, retransfer time delay on restoration of normal power,and engine cool- down and shutdown. 6. Ground-Fault Tests: Coordinate with testing of ground-fault protective devices for power delivery from both sources. a. Verify grounding connections and locations and ratings of sensors. C. Testing Agency's Tests and Inspections: 1. After installing equipment and after electrical circuitry has been energized,test for compliance with requirements. 2. Perform each visual and mechanical inspection and electrical test stated in NETA Acceptance Testing Specification. Certify compliance with test parameters. 3. Measure insulation resistance phase-to-phase and phase-to-ground with insulation- resistance tester. Include external annunciation and control circuits. Use test voltages and procedure recommended by manufacturer. Comply with manufacturer's specified minimum resistance. a. Check for electrical continuity of circuits and for short circuits. Transfer Switches 26 36 00-8 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins b. Inspect for physical damage, proper installation and connection,and integrity of barriers, covers,and safety features. c. Verify that manual transfer warnings are properly placed. d. Perform manual transfer operation. 4. After energizing circuits, demonstrate interlocking sequence and operational function for each switch at least three times. a. Simulate power failures of normal source to automatic transfer switches and of emergency source with normal source available. b. Simulate loss of phase-to-ground voltage for each phase of normal source. c. Verify time-delay settings. d. Verify pickup and dropout voltages by data readout or inspection of control settings. e. Test bypass/isolation unit functional modes and related automatic transfer-switch operations. f. Perform contact-resistance test across main contacts and correct values exceeding 500 microhms and values for 1 pole deviating by more than 50 percent from other poles. g. Verify proper sequence and correct timing of automatic engine starting,transfer time delay, retransfer time delay on restoration of normal power,and engine cool- down and shutdown. 5. Ground-Fault Tests: Coordinate with testing of ground-fault protective devices for power delivery from both sources. a. Verify grounding connections and locations and ratings of sensors. D. Coordinate tests with tests of generator and run them concurrently. E. Report results of tests and inspections in writing. Record adjustable relay settings and measured insulation and contact resistances and time delays. Attach a label or tag to each tested component indicating satisfactory completion of tests. F. Remove and replace malfunctioning units and retest as specified above. G. Infrared Scanning: After Substantial Completion, but not more than 60 days after Final Acceptance, perform an infrared scan of each switch. Remove all access panels so joints and connections are accessible to portable scanner. 1. Follow-up Infrared Scanning: Perform an additional follow-up infrared scan of each switch 11 months after date of Substantial Completion. 2. Instrument: Use an infrared scanning device designed to measure temperature or to detect significant deviations from normal values. Provide calibration record for device. 3. Record of Infrared Scanning: Prepare a certified report that identifies switches checked and that describes scanning results. Include notation of deficiencies detected,remedial action taken,and observations after remedial action. Transfer Switches 26 36 00-9 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins 3.04 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust,operate,and maintain transfer switches and related equipment as specified below. Refer to Division 01 Section "Demonstration and Training." B. Coordinate this training with that for generator equipment. END OF SECTION • Transfer Switches 26 36 00-10 COR10165—City of Corpus Christi Project E1008—Mary Rhodes Pipeline Phase 2—Pump Stations/Sedimentation Basins