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Denis yLaw City Of Mayor Y • e � i n i Public Works Department - Gregg Zimmerman, P. E., Administrator August 1, 2012 Mr. George Hochstein Equity Builders, LLC 5066 E 26th Drive Bellingham, WA 98226 RE: CAG-12-083, LIBERTY LIFT STATION NOTICE TO PROCEED Dear Mr. Hochstein: This letter shall serve as your notice to proceed in accordance with the contract specifications. Your first chargeable workday shall be August 1, 2012. All work shall be completed within the 120 working days allowed by the contract, except as additional days may be granted by the City. If you have any questions, please contact me at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager H:\File Sys\WWP - WasteWater\WWP-27-3628 Liberty Lift Station\Notice to Proceed CAG-12-083.doc\MABtp Renton City Hall • 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Denis Law Mayor April 23, 2013 Mr. George Hochstein Equity Builders, LLC 5066 E 26th Drive Bellingham, WA 98226 City of,,INT .. �Y 'S o Public Works Department - Gregg Zimmerman, P. E., Administrator RE: CAG-12-083, LIBERTY LIFT STATION CHANGE ORDER #2 Dear Mr. Hochstein: Enclosed is your executed original of Change Order # 1 for the Liberty Lift Station. If you have any questions, please contact me at 425-430-7206 or by email at mbenoit@rentonwa.gov. Sincerely, Michael A. Benoit Wastewater Utility Project Manager H:\File Sys\WWP - WasteWater\WWP-27-3628 Liberty Lift Station\Equity Builders 02 CO2 Transmit - Liberty Lift Station. doc\MABa h Renton City Hall - 1055 South Grady Way - Renton, Washington 98057 • rentonwa.gov CITY OF RENTON Public Works Department CONTRACT CHANGE ORDER AGREEMENT CONTRACT: CAG 12-083 Liberty Lift Station C.O.# 2 CONTRACTOR: Equity Builders, LLC. SUMMARY OF PROPOSED CHANGE: Provide all labor, equipment, subcontracting, bonding, insurance for the complete work required for the extra work as outlined below: Additional Items Under This Change Order Unit Quantity Unit Price Total Price ITEM A01: Electrical Equipment Shelter — Pre -Manufactured LS 1 $8,500.00 As part of the original bid, the City solicited bids on two alternate items (A01 & A02). These items were not included in the "Total Bid Price" for the determination of the low bidder and the award of the contract. While the project was under construction, the contractor was authorized to proceed with the construction of "Alternate Bid Item A01 — Electrical Equipment Shelter — Pre -Manufactured" per the specifications and at the bid price provided. Total ITEM A01 Sales Tax (9.5%) Total Additional Work $8,500.00 $8,500.00 $807.50 $9,307.50 ORIGINAL CONTRACT AMOUNT CURRENT CONTRACT AMOUNT ESTIMATED NET CHANGE THIS ORDER ESTIMATED CONTRACT TOTAL AFTER CHANGE $362,554.50 $365,560.22 $9,307.50 $374,867.72 Olt- KIATI I=O. Contractor: ��H e,� " t O I,. Project Engine Approved By: H:FileSys\WWP-Wastewater\WWP-27-3628\CO-2-Liberty Lift Station.doc /MB Date: — /3 Date: y �//L Z- Date: Mayor' O,e�..,l!�'�j�' ram-= Public Works Department7 Gregg Zimmerman, P. E., Administrator' February 14,-2013 IVl r. ,George' Ho`chstein -Equity Builders, LLC 5066 E 26.h Drive Bellingham, WA:W26 RE: CAG42-083, LIBERTY LIFT -STATION SUBSTANTIAL COMPLETION Dear Mr:.Hochstein: This letter shall serve as your notice of substantial completion in accordance with the.contract- Specifications. Equity. Builders, LLC, has completed -.the majority of.work"on the Liberty Lift Station.in accordance with the plans and specifications: Final testing of the lift station was completed..on February 5, 2013. Pursuant to RH2 Engineering's recommendation and our concurrence, the City of 'Reriton accepts the project as finished following the contractor's completion of the attacFied punch list items; As of February 13, 2013, the lift station is substahtially.complete and ready to be put into service. As previously discussed, -the City is working withAhe school district and their1ontractor to., ensure the gravity sewers) discharging -to the station are ready to be put into -service. That should be completed in the next couple of weeks:, oncethis is confirmed, we will coordinate with• you the removals of Equity's plug in the inlet manhole. If -you have any questions, please contatt me at 425=430-7206 or bq email at mbenoit@rentonwa.gov: Sincerely, Michael A. Benoit Wastewater Utility Project Manager AttacFiment cc: Mark Miller, P.E., RH2 Engineering, 300 Simon Street SE, Suite 5, E Wenatchee,•'WA 98802 H:\File Sys\WWP - WasteWater\WWP-27-3628 Liberty Lift Station\Substantial Completion CAG-12-083.doc\MABtp Renton City Hall 1 1055 South Grady Way • Renton, Washington 98057 • rentonwa.gov Client: City of Renton Project Name: Liberty Lift Station Site: Liberty High School Engineer: RH2 Engineering, Inc Contractor: Equity Builders LLC Inspector: RH2 Engineering, Inc Updated: 02/13/13 Acce "ted� _ I_te_m_ _Location. Action' uued 9 _ Date ' - I Valve Saw cut sloped groove drains in valve vault floor to Equity q y Vault drain to sump. 2 Valve Fix leak in Air/Vac Release valve Equity Vault 3 Valve Install 45 degree bend on fourth pressure gauge Equity Vault 4 Valve Install floor bolt anchors for pipe supports in valve Per plans, this secures pipe in case Equity Vault vault of earthquake. 5 Wet Well Install permanent ID tags for pumps inside wet well Equity Elec. Hand Drill drainage hole in electrical hand holes, If drainage holes are not effective in 6 alternatively grout slope floor to drain through draining water from hand holes, grout Equity Holes conduit holes floor. 7 Site Provide a 24' portable aluminum ladder, rated to Equity 300 Ibs Intrusion system alarm is triggered 8 Site Test intrusion system even with all the doors shut, most Equity City likely due to a switch not being fully depressed. 9 Site Gate does not appear to be lined tip to close and Check and correct as necessary Equity secure using gate hardware to lock 10 Elec. Hand Install desiccant packs inside of junction boxes to Bags should be replaced on a yearly City Holes absorb moisture. basis I of I 02114i2013: 3:33 PM WFile SyskW0.T - WasteWatenR'NT-27-36D Liba Lift Station'3tatus ReportvRm-LibertaLS-Punchlistsls IPunchlist - Libe iy LSI 31 7e29 MAPS AND RECORDS NOTE.' IJXIse2.4G jIII --EXISTING-DOWN GUY AND NO NX li CIRCUIT FEET TRANSFORMER ON POLE GRID AArr ADDED: i750' /V #317818-168261. i I Ili 1 F: 65T - - J P01 SW#JJIM i I -- - -.--1 _ceisz11S_45 EL SIZE: 200A- -- NEW DEMAND: 28 KW� 6RW_..r I-- - --- -f 256A - - - - -- F - �_ SE 136TH ST 168261 - DROPATV01:0.4% is24r. LX"'� _ FLICKER AT V01: 4.6% (CUSTOMER APPROVED) LT CURRENT @ V01: 17,200A SITE SPECIFIC NOTES 317803 V02 AT SITE P01 (317818-168261) \ 168244 •.. See Maps and Records Noll" ----- ------ �- _ -Existing 4:CL2 Pole w/Pit Dwn Guy Inst 4 Pn Riser on S/O Brltls ' '% - - I( r-Inst.-110.AL.3/O,Tenn on Tn Unli Fiberglass Ann Ii I' -Inst UI C/O'S 8 Surge AssestI- @65T _�� -Inst SW# fT1f� l-.Jer, .' tl "16655" -Install Grid # (317818-168261) At Site V01 cy -Inst. 4'-8' Sq. Vault w/ 4'-8- x T-6' Cover 'j' CONNECT & TAG -Set 225KVA Three-phase PM Trf. (277/480v) -Inst: 3- US Elbows CUST OWNED 1 RUN I OF 3/0 Quad -trial. -lost Grid. rid. 3 Secondary Connectors it 7 31777.1-168238 'i -Connect & Tag Customer Ran UG Svc Line (1 I, ... -run of 3/0 Quad), 11�0 At Sit. V02 y -Inst 4'-8' x T Vault & Cover 1- ---- •�.11 - -Inst 3. 4P2 _Bdix 1' 317771 V01 ��, -- =(hst6 LIB Elbows a 6 Insulated Caps 168238 -trial Grid #317803-168244 II SITE PLAN to VOI SCALE: 1' = 100' -Dedicated Facilities - L/E into Pnvate Property va- as r . vr.. Site Gm Number Vau4 Sm &Cover Type &See Equemenl Tranafamer ID NumD.ra ASaLI INFORMATION Foreman-L'pmP49a Vol. 317771 ATk ' Je APM TRF 1682M wnq'.44• Hda 1 MaM: 7e6]9G0 11114. Maud: 62591 se 3 - W2 317803 AT.TW Jdox B.-Grade 16e244 -3•aq- 1 wl4 Pm J.eue 66 M- 79632m Mend: 76256GG a Pvt: (rile name=caw 4 4 Total Gtsd G4. Sew -'",•' '�I••-,• .I JOB SITE s u: i Oo a - UNDERGROUND CIRCUIT MAP #2305E050 SCALE: 1' = 300' 1 15P I M .AR . 1 151 Sir aLk 1 - _71 Sr 25 n g8 �I TOT TOO ' 10 ~ x^ jA hr 9 1 X. 15T MIY��T 100T S V..0 1 1 .......... L[dJ`P ;30 j JOB SITE CG) C00583 �I AMPLENO 7 A279/"• IA PAR1Y I OVERHEAD CIRCUIT MAP#2306E076 SCALE: NOT TO SCALE SCALE: 6'= 1 MILE CIRCUIT LOADING TABLE AT V01 INSTALLED: GRID: 317771-168238 XFMR SIZE: 225kVA ID #: TESTED SEC VOLT: / 36�n ._�.-.J fir.... a.. < y r 6' J � � I 44' 16 �:- L•. CIRCUIT: MAP-15 AS OF 4/6/09 A PHASE B PHASE C PHASE EXIST. PEAK LOAD 226 158 162 EST. NEW LOAD 1.53 1.53 1.53 TOTAL 227.53 159.53 163.53 POWER GENERAL NOTES - COMMERCIAL PROJECT PSE standards. An deviation from II in accordance with Puget Sound Energy's 1. All materials to be installed g(PSE) Y this work sketch must be AUTHORIZED by Poteloo's Project Manager and NOTED on the Foreman' Copy. 2. All switching arrangements and/or outage arrangements are to be made with the Project Manager at least three (3) working days in advance. 3. Contact the Utilities Underground Location Center (1-800-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. 4. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot, pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. 5. SITE PREPARATION: The work area will be at or near finished grade, dear of trench spoils or construction materials which would restrict construction and/or equipment access, before work can begin. 6. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment, 10 feel from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults are to be at least 5 feet away from water, storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them. 7. All work Is to be done in accordance with local municipal and county permit requirements as applicable. & Customer/Developer is responsible to provide, install and maintain all Secondary service cables, conduits and crossings from the Individual units meter base to the designated Connection point. •� 9. Inclement weather conditions may Cause delays in construction limes and dates. 10. EXCAVATION: The customer is to provide all trenching, backfill, vault excavations, compaction and restoration per this sketch and per PSE standards. A minimum protective cover of 36' is required over PSE's primary voltage equipment. The customer will provide any and all shoring or they will side slope the bench to 1: 1. EROSION & SEDIMENT CONTROL REQUIREMENTS EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150.3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL & ANY ADDITIONAL LOCAL JURISDICITON REQUIREMENTS. (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) ABLE CUSTOMER :NTRY LOCATION / N PSEJ 0 POSSIBLE CUSTOMER ENTRY LOCATION CABLE INSTALLATION DIAGRAM @ V01 Not to scale POTELCO DESIGN AND QUALITY ASSURANCE X This design complies with PSE DesigniEnglneering Standards. Any/all variations have been pre-approved/docurnemed by the appropriate PSE Representative. Signawre Print .me DAVID GOODALE Dale 10-29-10 FOREMAN (CHECK BOX WHEN COMPLETED) Vicinity Map ❑ PSE Equipment LOCKEDISECURED& Ward AIeA lett'e, CLEANSAFE Conti6m. THOMAS GUIDE PG. 657. B-3 ❑ Gdd Cable aria Sw numbers INSTALLED & VERIFIED . ❑ Feld C-gea RED LINED w Asbu3L - ❑ Matera VERIFIED Are CNANGES ranee on Pepervnk- y ❑ Total PFF-A Y Cab m w AA e- _� ❑ Canpany IDTa RECORDED'n cprrea igrzeon m Ar.d,lrt ❑ I-, mmeot FUSE SIZE m AA 1 0 & VERIFY ymper PHASE Y . ❑ Coma GC Ch.tld ay 1 Ma.-aC. D.W]Ibni me Asbua weir -? L7 wli0 en anC roawn. O 1 _,ur brie Iita arrrk per a -meets PSE. etanm,m and poreaa A and met aI gdality mperemmn ors met. Fomman s a got' - rati� Print Nam. PROJECT PHASE . NOTIF# MAT# ORDER# PWR Superior UG SVC X380371855 105063447 X391150532 104226089 NIA NIA N/A N/A NIA N/A WA WA GAS DisMb14ion HP Main HP SvcWSA NIA NIA WA WA NIA NIA CABLE TV PHONE Project".r -n- Inbrm-: JAMES ROBBINS (253)666-1406 CAM PI ,A Pegw 0 too Yea PSE •Locat.s Req~ No No 'Ouupea R-Ire? Yes 'Flaaakn RambOG fT. No O 01 0 W A A 4 Owner /Developer Contact Info Issaquah Srligd Det4G 565 NW _y St Issaquah W. 98027 ATTN: Made BaaMma 360Ei - 7M6 oK For contacts below dial 1.688LALL PSE (225-5773) CALL (8001424.5555 2EIEBUSINESS DAYS BEFORE DIG REAL ESTATASEMENT TPERMITR YOU 3 FUNCTION CONTACT PHONE NO DATE PROJECT MGR AMES ROBBIN (253) 395.7054 10-29-10 ENGR-POWER AMES ROSEN (253)395.7054 10-29-10 DATE BY DESCRIPTION ENGR-GAS NIA NIA N/A Emer Sect NIA GasWkCB POWER WA WKCTR QCSOKE DRAWN BY 0. GooOa 253.395-7039 10-29-10 CHECKED BY NW13 NUTILMES1 OP MAP PLAT NIA MAP N/A APPROVEDBC FOREMAN #1 WER) 51u OH CKT MAPUGCIRCUITNO 2306E076 2305EOSw51 MAPA5 FOREMAN #2 MAPPING t: -JOINT FACILITIES ARRANGEMENTS LITIES WA NIA NIA NIP CONTACT WA NIA NIA N/A PHONE# WA I NIA NIA NIA PUGEf r 1jSSAQUAH SCHOOL DISTRICT PUMP STATION ® SOUNV 3-PH OH TO UG LIE ENERGY 16655 SE 136TH ST, RENTON WA 98059 DESIGNED BY POTELCO - NAOP INCIDENT /A MN A NIA Gas Order NIA Elect Order 705063447 SCALE PAGE I- = 100 I OF I � `' 11 i 1 r •. � � ram. -- v a 7a � �.. I CONNECT TO, EX 4" DI W/ 1 ) 45a BEND _(MJxRJ) IHMS-1_ -- � 4 } cafC BLOCK— yi _.. ? - i 6,.LF 4" DI It ��. (i) 4" 4 BEND (RJ).. ,`(1f) CO"NC. ,THRUST BLOCK i RPBA INSTALLATION s x x' .. a t1 k 31 i I i -_ CONNECT TO —EX s4 1 dLI"=W/ (1) 4" 45� BEND (1JxR I J� , (1) CONC. THRUST BLOCK .. I-1 1 — 6 LF -.^4" DI —(1) 4"45•XBEi (1), ZONC; THR i JD'1( J) UST BLOCK J s, Cwp (JX G C-T V� c T rxe v I (o C. y -- A4 ,j 6 17 J t-o bSC A- V6 7 �r 4 Y iv 0 Z PC �' -� � � L l''� pr,� , � r per- .� � � S ?'�yr • == G�JJG.CR.a� ����_ 1� Coj�� �� ��Sf�Y.... GO - c J T � !✓i /� �-i2� �`(L�riJG Vc)21G t,..7�T1� l�1>>.��25hv ���LG1•� a�`- ��Cj�-�-3�0^► U.%:YZ �� Michael A Benoit From: Stejskal, Ladislav AD -Staff [StejskalL@issaquah.wednet.edu] Sent: Wednesday, July 18, 2012 10:43 AM To: Michael A Benoit Subject: RE: Liberty Lift Station Phase 2 involves the removal of the existing kitchen, commons, theater, weight room, and locker rooms. New work includes kitchen, commons, weight room, locker rooms, and auxiliary gym. The Administrative and Counseling areas will have extensive remodeling. It's approximately a $14 million dollar project. Ladd Stejskal Issaquah School District Capital Projects 425-864-0459 From: Michael A Benoit [mailto:Mbenoit(�bRentonwa.gov] Sent: Wednesday, July 18, 2012 8:01 AM To: Stejskal, Ladislav AD -Staff Subject: RE: Liberty Lift Station Thanks Since I am still trying to get all the players on my score card... What is a brief description of what you are calling phase 2? Thanks Project Manager Wastewater Utility City of Renton (425) 430-7206 From: Stejskal, Ladislav AD-Staff[ma iIto: SteiskaIU1issaquah.wednet.edu] Sent: Tuesday, July 17, 2012 5:24 PM To: Michael A Benoit Subject: RE: Liberty Lift Station Hi, Bayley and Ceccanti are scheduled to complete the gas line and detention pond work around August 17th. After that, Buckly Landscaping needs to come in to place top soil and plants around the newly graded ponds. They should be done within 1-2 weeks after the 171'. Starting next week, the Phase 2 contractor will be onsite. At this time, I do not know what their schedule is. We just signed a contract today. We have a precon meeting this Thursday. I'll know more about their schedule and how they plan to proceed after the meeting. Ladd Stejskal Capital Projects Issaquah School District (425)864-0459 From: Michael A Benoit [mailto:Mbenoit(a)Rentonwa.gov] Sent: Tuesday, July 17, 2012 2:19 PM To: Stejskal, Ladislav AD -Staff Subject: Liberty Lift Station Ladd, Just checking to confirm. Once the pond is done, is the only remaining work south of the turnoff road to the east our lift station and the second phase of the sewer by Universal? Project Manager Wastewater Utility City of Renton (425) 430-7206 Michael A Benoit From: alderlea@aol.com Sent: Wednesday, July 18, 2012 2:11 PM To: Michael A Benoit Cc: mmiller@rh2.com; canderson@rh2.com Subject: Re: Liberty Lift Station Construction George Hochstein PM Equity Builders LLC 360-592-2929--o 360-739-3447--c -----Original Message ----- From: Michael A Benoit <Mbenoit@Rentonwa.gov> To: 'alderlea@aol.com' <alderlea@aol.com> Cc: Michael A Benoit <Mbenoit@Rentonwa.gov>; 'Mark Miller' <mmiller@rh2.com>; 'canderson@rh2.com' <canderson@rh2.com> Sent: Tue, Jul 17, 2012 4:27 pm Subject: Liberty Lift Station Construction George, From the meeting this morning: 1. They are figuring they will be running big trucks through the site through mid August--OK,we will do our best to avoid interference. 2. FYI school starts September 4--OK 3. Talked to Universal about scheduling for the sewer south of the manhole you connect into. They have the three manholes and three runs of pipe (108 LF 15", 34 LF 15" & 16 LF 15") going south then around the corner to the east. They are talking about maybe starting mid September. The 108 LF run starts at 17' and ends at about 5'. We are thinking the first of September to set the deep structures and sewer line. This would take a couple weeks. Mid- september could probably work for us. This is still tentative though, But is good to have a goal to shoot for. 4. Universal asked if you had a schedule yet for when you are working on the station site so they can look at scheduling. Aug1 thru 10th for power. Tentative--Re-mobolize Sept. 1 for deep structures. I figured a couple weeks for the deep structures. After that we will be pretty flexible because of the long lead items. 5. Assuming you will look to coordinate a window to install the manhole and (at least the beginning of) the 12" when there is minimum impact to the usage of the road. I think, once the pond is done, work in the vicinity of the lift station is down to you, the installation of the sewer south of the manhole and the ability of the District's facilities group to get the pump truck in to pump out their holding tank. (I have asked the District for confirmation of this). 6. When you bring the power down the west side of the road you need to cross over to the station site. Universal has asked if you can make that crossing north of the manhole that you are connecting to. The sewer is already in from that manhole to the north (17'deep so you should not hit it). They still need to install to the south and it would help them if they did not have the power there to work around. Should be no problem. We need it out of our way too. 7. There is a question about the lights in the vicinity of the lift station (west side of road). Right now the lights in the construction area have been removed by Universal and are being stored behind the pile of dirt at the lift station site. There was conversation about when they can re -install them but there is concern about the ones in the vicinity of the station construction and what equipment you are going to have that might hit them. I don't think the lights would affect us either way. 8. The District would like the Primary power pull vault in the grass if possible. I have asked the Architect to get me plans on what Bayley/Ceccanti is doing in that area. When I get that I will forward the information to you with the request that you talk to them (contact Keith McCamish with Bayley (205) 510-7371) to see if the two of you can work out if the vault and your construction will fit into that area. If it can be worked out great, if not we will probably have to go into the parking area and you will need to coordinate with PSE to make sure they have the correct vault for traffic load. I talked to Scott at PSE. He said he needs a marked up drawing showing the proposed re-routing. He also said that if we put the pull vault in the pavement, we will have to put bollards all around it. Grassy area is OK. He confirmed that the pad -mount transformer does indeed have a vault under it. Michael A. Benoit Project Manager Wastewater Utility City of Renton (425)430-7206 PUGET SOUND ENERGY June 6, 2012 City of Renton 3555 NE 2nd St RentonWA 98056 Re: Customer Agreement for Commercial Line Extensions PSE order No. 105063447 REV1 To Whom It May Concern: POTELCO INC A Quanta Services Company In accordance with Puget Sound Energy's (PSE) Tariff G, Rate Schedule 85 "Line Extensions", on file with the Washington Utilities & Transportation Commission, this agreement confirms our intention to provide electrical service to your project at 16655 SE 136thy St. Renton WA 98059 per the attached PSE design drawing. The delivery voltage of this electrical service is 277/480 volts. This cost information is valid for 90 days from the date of this letter, and is subject to being updated after that time. The payment of the total amount due and the return of signed documents as noted elsewhere in this letter is required prior to commencing our work. Please make checks payable to Puget Sound Energy and return to address listed below: Potelco: Attn, Scott Bostrom 8001 S 212" St Kent WA 98032 The cost for this work is determined as follows: Estimated Normal Construction Cost including transformation Less: Applicable Margin Allowance Total line extension charge Other charges- Redesign & Temp Job close out. Dedicated & relocation of facilities Total Other charges Total amount due under this letter $ 20,585.56 $ 0.00 $ 20.585.56 (1) $ 1,760.58 + $ 39,783.43 _ $ 41,544.01 (2) $ 62,129.57 (1 + 2) Charges for temporary and permanent electric service lines for your project are not included in the above charges. To order these services and obtain costs, please contact PSE at 888-321-7779 after electrical inspections have been approved. These additional charges will be billed after installation in accordance with Rate Schedule 85. These charges also do not include permitting fees or trenching and other excavation related work that is vour responsibility. 3538 grog Charges relating to your PSE-provided street lighting system in this project are not included in the above prices, and will come to you from PSE's IntoLight department under separate letter. Charges relating to Rate Schedule 73 "Conversion to Underground Service for Customers other than Government Entities" will be addressed under separate letter. This cost information reflects the work being performed during normal working hours. These charges do not include permitting fees or trenching and other excavation -related work that is your responsibility to provide. Please review the attachments provided. The Excavation Requirements & Final Grade Certification must be signed by the project owner or designee, and returned to me along with a signed copy of this letter prior to the start of construction. The work sketch document shows the proposed design, including the location of permanent; aboveground electrical facilities required to provide electrical service to your project. Fault current information for transformers associated with your project are noted on the work sketch drawing. Please notify me immediately if you believe there are conflicts between PSE's design and your project. Additional construction -related information and information on metering and service entrance requirements is provided in PSE's Electric Service Handbook for commercial projects. If you do not have one of these handbooks, and would like one, please contact me. It is your responsibility to provide your project manager, site superintendent, and subcontractors with any relevant information from this correspondence, it's attachments, and PSE's Handbook that applies to their work. Refunds associated with the line extension charge may be available for additional permanent service hook-ups not initially considered that are made within five (5) years of the date on which the electric distribution facilities installed for this - project are initially energized. If no Margin Allowance has initially been provided, or if your Margin Allowance exceeds $75,000, PSE agrees to calculate and refund the Margin Allowance, subject to Schedule 85, two (2) years after the line extension is energized. Customers are responsible for making all refund requests. A refund may be requested one (1) time within six (6) years of the date on which the distribution facilities are initially energized. Your refund request should be directed to PSE's Customer Accounting Coordinators at 253-476-6335 or 253-476-6440. You will find it useful to retain this letter to use as a reference when making your refund request. All costs and refunds are in accordance with PSE's Rate Schedule 85, and any discrepancies between this letter and the Rate Schedule will be resolved in favor of the Rate Schedule. Rate Schedule 85 contains more detailed information covering costs, refunds, rights, and obligations than is reflected in this letter. The entirety of Rate Schedule 85 may be viewed at PSE's website www.pse.com under the "Inside PSE" heading. Projects developed by Limited -Liability Companies (LLC's) are required to provide contact information for all managing members in addition to a copy of your Master Business Application. This information too, must be provided prior to commencing construction on your project. Thank you for the opportunity to provide electrical service to your project. PSE will use reasonable diligence in commencing this work, but we will not be liable for any delays resulting from circumstances beyond our control, including but not limited to failure to receive necessary Operating Rights. If you have any questions, please call me at 253-606-4552. Sincerely, -"&Z_Z�, �__ - -:4 - Scott Bostrom Project Manager Potelco, Inc. Zhav 2eadanda t(EE, ms and conditions outlined in this agreement and it's attachments. � GNATURE NT NAME Q4TE 3538 9/06 CITY OF RENTON ACCOUNTS PAYABLE U.S. BANK OF WASHINGTON 19 10 1250 #VENDOR# x DATE x'TCHECK x �NUMBER,y AS hCHECKAMOUNT? ,% t rt 064290 06/15/2012.:: 312842 ****** 62129.57 a e- INVOICE'.NUMBERb..s,r , Q ,� DATE t,�,'� .. k ,,,. _; , „F, sI,;T .�., s , • .-:,DESCRIPTION 06062012 06/08/2012 Liberty Lift Station - Constructions 0.00 62,129.57 62,129.57 SOUND SOUND ENERGY POTELC01NC A Quints Uffice$ Company Potelco, Inc 8001 South 212ffi Street Kent, WA 98032 June 6, 2012 City of Renton 3555 NE 2nd St RentonWA 98056 Subject: Obtain necessary permits and/or operating rights for your project located at 16655 SE 136`h St. Renton WA 98059 To Whom It May Concern: Because the Schedule 85 Project encroaches on the King County's right-of-way it is necessary to obtain permits for this project. According to the Schedule 85 Tariff operating rights need to be obtained by the customer for the Company (Puget Sound Energy) prior to the start of construction. Potelco, Inc., as Puget Sound Energy's agent, will obtain necessary municipality permits at the request of the customer. The cost for obtaining the required municipality permits for your project at the above address is $1,002.51. If you wish for Potelco to obtain the necessary permits please submit a check in this amount to Potelco, Inc. at the above address. If you have any questions, please call me at (253) 606-4552. Sincerely, Scott Bostrom Project Manager Potelco, Inc. Job: 105063447 �Y° p CITY OF RENTON U� >s ACCOUNTS PAYABLE PLEASE DETACH BEFORE DEPOSITING CITY nF RFNTnN WA 9Rn15 U.S. BANK OF WASHINGTON 1919=10 RENTON BRANCH 1250 &M0 +Z3CHECKAMOUNT � �� 062862 06/.15/2012 :: .312833 *"' 1 002.51 ACCOUNTS PAYABLE CHECK NO.312833 ;, '�'iNVOICE.NUMBER--tDATE`:, ESCRIP710IJ�s„3�,-,.„,i:%Nay. x0.4'?,f,.iPO NUMBER°", tDISCOUNT/RETAINWa,yn AMOUNT-�.3 06082012 06/08/2012 Liberty Lift Station - Obtain permits 0.00 1,002.51 1 nn? Rl 1 AL PUGET ' SOUND ENERGY POTELCO INC A Quanta Sarratr Company June 6, 2012 CITY OF RENTON 3555 NE 2ND ST RENTON WA 98056 RE: Non -Residential secondary electric service to 16655 SE 136 ST RENTON WA 98059 (PSE Job #104240724) In accordance with Puget Sound Energy's Tariff G, Schedule 85, customers requesting electric Non -Residential underground secondary voltage service connections are "subject to the Customer paying an estimated charge based on the Company's cost of making the connection(s)." The estimated cost for connecting the underground electric service at the above $ 429.00 This quote is based on the following information that was provided by you on your application for service. Base Fee for connection Additional Runs @ $99.00 per run Additional Trip fee, for customer requested additional trip Complex engineering, outage coordination, & switching orders @ $128.00 per hr Requested overtime,stand by fee,flagging charges or PSE Serviceman Sales Tax & overheads (if applicable) $ 429.00 If you request a change in the number of conductors that need to be connected, request that work be performed outside of normal working hours, request additional trips than those discussed or have other changed conditions not indicated by other information that you have provided, we reserve the right to adjust this quote based on those changed conditions. This quote is valid for 90 days from the above date. Upon your signed acceptance and return of this quote and completion of the connection work, you will receive an invoice for the above amount from Puget Sound Energy, which is payable in thirty days. If you have any questions please contact me at 253-606-4552 Sincerely, Scott Bostrom Project Manager Potelco/PSE Representative South King Service 8001 S. 212th St. Kent WA 98032 Signature I agree to the price and conditions as stated above. Billing address: C t:Tvr:. - J C SOUND SOUND ENERGY POTELC01NC A Quints Services Company REQUIREMENTS FOR TRENCHING BY CUSTOMERS ON PUBLIC RIGHT-OF-WAYS AND/OR ON PUGET SOUND ENERGY, INC. EASEMENTS The following outlines most local governmental guidelines and company standards for trenching on a public right-of-way or Puget Sound Energy, Inc. (PSE) easement. Any trenching performed by the customer, or their contractor, under a PSE permit or easement must comply with these requirements. 1. All trench construction must be performed by a Washington State licensed and bonded contractor. 2. Trench excavation, backfill, restoration, and facility placement must be coordinated with a PSE designated representative, and receive on -site approval by that representative, and local jurisdiction. 3. Right-of-way easement trenching and backfill must be performed during normal business hours, Monday through Friday. Same day excavation and backfill is required for all trenching. Job start notification to the local jurisdiction is the responsibility of Potelco, Inc. Customer shall notify Potelco Project Manager three working days prior to trenching. Penalties for failure to comply with this requirement will be borne by the customer. 4. If the job scope requires excavation beyond a single day, fencing and barricading must be installed around utility facilities exposed above the trench, if allowed, must be in accordance with local regulatory requirements. 5. PSE, all participating utilities, and One -Call Locate, must be notified a minimum of 72 hours in advance of the date and time for right-of-way trenching and facility placement. The One -Call Locate number is 1-800-424-5555. State law requires locating service notification. 6. Excavated material must remain clear of the roadway whenever possible. Excavation material, spoils, and debris shall be removed off -site each day, in accordance with local regulatory requirements. All erosion control requirements in accordance with local regulatory requirements are the responsibility of the customer. 7. Material excavated from the shoulder of the right-of-way shall be properly disposed, and replaced with select backfill material in accordance with local regulatory requirements. 8. Proper compaction is required to comply with local regulatory specifications. If the permit requires compaction testing, the cost of said testing is the responsibility of the customer. 9. All permit requirements, traffic control plans, traffic control and flagging shall meet local regulatory specifications and satisfaction. Page 1 of 2 10. In the event of failure to abide by the above requirements, PSE reserves the right, at its sole discretion, to assume trenching. In the event of delays due to equipment failure, PSE may assume trenching to meet regulatory and joint construction requirements. The customer is responsible for all trenching costs, and will reimburse the company for costs should PSE perform the trenching. (initial) 11. The customer agrees to indemnify, defend and hold harmless PSE from all liability (including reasonable attorneys' fees) arising out of, or in connection with, the above mentioned trenching activities. (initial) Job Number 105063447 Trench Location 16655 SE 136th St. Renton WA 98059 Customer Name (print) I AGREE TO ADHERE TO HE ABOVE NDITIO 6 Customer Signature Date Title 4. ,/A1/ Page 2 of 2 PSE ELECTRICAL FACILITIES EXCAVATION REQUIREMENTS & FINAL GRADE CERTIFICATION PURPOSE This document is an agreement between Puget Sound Energy ("PSE") and the Owner/Representative and/or Developer ("Developer") who is providing excavation for the installation of PSE's facilities. This document does not provide an easement for operating rights. If PSE determines that a recordable easement on the Developer's property or other property is necessary, it shall be the Developer's responsibility to obtain such easements in a form acceptable to PSE prior to construction. EXCAVATION REQUIREMENTS The requirements and conditions outlined below apply when you provide the excavation for PSE's electrical facilities as a condition of receiving electrical service for your project. If you need additional information, please call the PSE contact person listed below. 1. Developer is responsible for acquiring utility locates by calling One -Call, 1-800-424-5555 at least 48 hours (two full working week days) prior to digging. The excavation must meet the requirements of the Washington Administrative Code and Safety Standards. 2. Developer shall call the PSE contact person noted below for trench and route approval prior to starting excavation. 3. The electrical primary trench shall be excavated to provide a minimum of 36 inches of facility coverage, to a maximum trench depth of 48 inches. The electric service trench shall be excavated to provide a minimum of 24 inches of facility coverage, to a maximum trench depth of 36 inches. A 12 inch horizontal separation is required between PSE electrical facilities and other utilities within a joint trench. 4. All backfill must be free of sharp objects and construction debris. Developer shall provide and install bedding and shading material for electrical facility protection as directed by PSE's contact person. Developer is responsible for any damages caused by improper backfill or compaction. 5. Developer agrees to maintain a minimum of 5 feet of clearance between the electrical trench and buildings or other improvements on Developer's property, as required by PSE's Standards. 6. The vault excavation shall be dug to the dimensions noted on the attached work sketch. Vault holes shall have a solid level bottom with a 6 inch deep layer of crushed rock bedding. 7. Developer shall provide the excavation for PSE electrical facilities within the designed location. Developer shall provide final grade and staking of property lines prior to installation of PSE's electrical facilities. 8. Developer will be financially responsible for the relocation of PSE's electrical facilities which are inadequately covered, and/or any damages resulting from dig -ins due to changes or variations in grade that are made after the installation of PSE's electrical facilities. FINAL GRADE CERTIFICATION By signing below, I certify that the electrical facilities work area shall be at final grade prior to excavation. I assume full responsibility for my excavation work and the resulting location of these facilities. I also agree to indemnify, defend, and hold harmless Puget Sound Energy from all liability arising out of, or in connection with my work, including but not limited to all claims, losses, damages, and expenses, including reasonable attorney's fees, which result from my failur to excavate within easement areas or rights -of -way, or from digging without adequate rights on adj Wing properties. i Date: Owner or Developer: ���'y� �r �' p �= il�Y- Signature: please print Project Address: 16655 SE 136th St. Renton WA 98059 (105063447) Cert. Letter- Gas (Form No. 2807) 01/17/02 ins s 7MAPS RECORDS NOTE: IJeWN GUY AND NO NX CIRCUITFEET ���IIIIyyyl R ON POLE GRID ADDED:750' i i 1. . , I F: 65T 1 SW#11759 61i t _ ' P01 IANEL SIZE: 20^0A__- r .'iL �._� _ 317818-" ~ r EST. NEW DEMAND: 28.KW .RC: ISfiA SE 136TH ST n y KV. DROP AT V01: 0.4% 1,68261 -..._ 'KV. FLICKER AT V01: 4.6% (CUSTOMER APPROVED) I O :AULT CURRENT @ V01: 17,200A I SITE SPECIFIC NOTES 317803 V02 AT SITE P01 (317818-168261) 168244 •^ See Maps and Records Note•" __.. _.___----------- .t ---------------- _ I w Pn OwnG _ ____._ stl 45'CL2 Poe / -Inst 4• Pri Riser on S/O Brkts` " f;1_- If I __ _ _ Jnst 1N.AL.�/0 Term on Td-�lt Fiberglass Fvm'., _ '=J.. tint L/I C/O'S 8 SuigeLAssester, Fuse @65T -Irst SW# 1= - -A M -16655- -Install Grid # (317818-168261) At Site V07 -lost. 4--8• Sq. Vault w/ 4--8- X 5'-6• Cover I CONNECT & TAG I Set 225KVA Three-phase PM Trf. (277/480v)F CUST OWNED 1 RUN I-Inst-3- L/B Elbows OF 3/0 Quad -Inst 4-40os.Secondary Connectors -Inst. Grid. 317774 168238 ; �I -Connect & Tag Customer Ran UG Svc Line (1 •/:': At Site V02 .l ��• -Inst 4'-8• x T Vault 1: Cover f.i _-InSL-.4.POsJ.BIss _ ]16187771 l , ; L - fast 6 LIB Elbows & 6Insulated Caps `, -Inst Grid#317803-168244 SITE PLAN s 'A' to V01 SCALE: P = 100' -Dedicated Facilities - L/E into Private Property \/o� �14 12. Cnl �inmon4 T�F31c Saa, GM Numbs V.u• eh. aCavx Typa A Sea Eil.,Il a In V- P Tnrolame IDH l,,,. A3BUILT IIFORAUTKIN Fe+maTLaaPIN• W-1 317)/1 4e�4aa3rr 225KVAPN TRF 168238 an01M' IbY Ma1tl: )efi]9.0 21TI4e0 M.ed: d2s"11 3 - W2 317803 4'e•a1SS Jbaa B•bw God• --i- 1 fiB2M v2a'sil o""' WPm J-Bu• e a Mead: 7-Maed: 1e25Be. FIRM��IIII�II�IIII51��1!')♦�©�� eflr�nes.�s>t�����nrl�nse�rrtzr„r�x�r.�'���� 4•P M)Llaa-las 3 2 T1.11 114 Gb aa. •ills ,urn, p4 0•IsaaaO 1 yf sew = so Ass err s u a ®Ismes � 4 .� bem9 UNDERGROUND CIRCUIT MAP 42305EO50 SCALE: 1• = 300' ... _. iSfOT- . = 1 25T �,RA•TMe 1 a,a] T ! I 1 i I IT 40T 1 137 �25T rte��4LY., F, .... 5T ST +.a am,ar arrpN���n X 1ar 00T7 o 1545 ill S`io, I„ �s,s "Y B I 61 1AS k A8 S7 YI €1 A51 OVERHEAD CIRCUIT MAP #2306E076 SCALE: 6• = 1 MILE AT V01 INSTALLED: GRID: 317771.168238 XFMR SIZE: 225kVA ID #: TESTED SEC VOLT: / �? 6' �44- T �~ ;�il .B.1 v'41-8. T ®® I VAULT& EXCAVATION DETAIL r #� ,m« I ,•s nkwccsa .s( I Ili I accassl THREE PH PRIMARY J-BOXPRIMARY -BOX OIE!tL� CONDUIT & CABLE DIAGRAM SCALE: NOT TO SCALE r11RCl IIT I OAf1INC, TABLE CIRCUIT: MAP-15 AS OF 416109 A PHASE B PHASE C PHASE EXIST. PEAK LOAD 226 158 162 EST, NEW LOAD 1.53 1.53 1.53 TOTAL 227.53 159.53 163.53 POWER GENERAL NOTES - COMMERCIAL PROJECT 1. All materials to be installed in accordance with Puget Sound Energy's (PSE) standards. Any deviation from this work sketch must be AUTHORIZED by Potelco's Project Manager and NOTED on the Foremarw Copy. 2. Al switching arrangements and/or outage arrangements are to be made With the Project Manager at least three (3) working days in advance. 3. Contact the Ulilitma Underground Location Center (1-80G-424-5555) at least 48 hours prior to commencing work to get the underground facilities located. 4. STAKING: The customer will provide all staking (transformer, handhole, trench, grade, lot pole, sidewalk, etc.). See sketch and details for locations. Equipment locations must be approved by the Project Manager. 5. SITE PREPARATION: The Work area will be at or near finished grade, Gear of trench spoils or ConsWction materials which would restrict construction and/or equipment access, before work can begin. B. CLEARANCES: Transformers require a minimum of 6 feet from fire fighting equipment 10 feet from combustible walls, overhangs, doors, and windows, and a minimum of 5 feet from the back of curb (or guard posts will be required per PSE standards). All conduits and vaults am to be at least feet away from water, storm and sewer lines when paralleling them in the right of way, and at least 1 foot when crossing them. 7. All work Is to be done In accordance with local municipal and county permit requirements as applicable. 8. CustomertDeveloper is responsible to provide, install and maintain all secondary service cables, Conduits and crossings from the individual unit's meter base to the designated Connection point. 9. Inclement weather conditions may muse delays In construction Dmes and dates. 10. EXCAVATION: The customer is to provide all trenching, backi vault excavations, Compaction and restoration per this sketch and per PSE standards. A minimum protective Cover of 36" is required over PSE's primary voltage equipment. The customer will provide any and all shoring or they will side slope the trench to 1:1. EROSION & SEDIMENT CONTROL REQUIREMENTS EROSION & SEDIMENT CONTROL SHALL BE PER PSE STANDARD PRACTICE 0150,3200 TECHNIQUES FOR TEMPORARY EROSION & SEDIMENT CONTROL S ANY ADDITIONAL LOCAL JURISDICITON REQUIREMENTS. (LOCAL JURISDICTIONS MAY HAVE ADDITIONAL REQUIREMENTS INCLUDING NOTES DETAILING WHERE EROSION OR SEDIMENT CONTROL STRUCTURES ARE TO BE INSTALLED, CROSS SECTION DETAILS OF THE TYPICAL EROSION STRUCTURES, & SPECIAL REQUIREMENTS FOR WORK IN SENSITIVE AREAS.) POSSIBLE CUSTOMER ENTRY LOCATION N PSE --/ z z POSSIBLE CUSTOMER ENTRY LOCATION CABLE INSTALLATION DIAGRAM @ V01 Not to scale POTELCO DESIGN AND QUALITY ASSURANCE X, This design complies with PSE Design/Engineering Standards. Any/all variations have been pre-approvedidowmented by the appropriate PSE Representative. SignaNre P„nl am. DAVID GOODALE Dab 10-29-10 FOREMAN (CHECK BOX WHEN COMPLETED) ❑ PSE E9alpm•rA ❑ ,LOCKE05bELU-T LLWon 4aJVuERIFIE DC. D -IlapwRE-sLEANSAFE Ca,tikm. C GE Q Mobnr VERIFIED •M CIUNGES nobdm P; vwvk D TabIPRI Joe, ECOM•d m i,dmc Q ComwnY IOa• RECORDED w n„atl bo5m m ird"I Q Inane o•e•al FUSE sIZE m Awm s vEaev pmw� ❑ Won a a,•.wwq ew•..d. p O.wtlon. ad.e on uw A.-e,nl aro e.�r a••e. ❑ I randy w1 ma w+, lla-le m•ab Pse. m•d.m• and I•aod.as •nd Nat all9daery nRe•mar++•ie n,.l Fenm.n'• Signals Pont n.m• Da• UG SVC 1(Nsl9t IOf11 NIA NIA NIA N/A GAS Distribution N/A HP Main WA HP S-USA WA CABLE TV PHONE Pmlt MamIg,r C-od Iniornall- JAMES ROBINS (253) UW14W Cell PMvia Page' e Vu PSE 'Locales RaSurM' W No 'ONlyn R•9Wr•C Yal No Vicinity Map THOMAS GUIDE PG. 657. B-3 O (P O W A A v Owner/Developer Contact In CT- OF RENTON 3555 NE 2ND ST RENTON WA IWS6 ATTN: CLAYTON ANOERSON 509-B8o2Xk` cY.c` For con- below dial 1-88&CALL PSE (225-5173) CALL ills.) 424.5555 2 BUSINESS DAYS BEFORE YOU DIG m•a RG �N ao1 MINE i-Iron roe--oaDumac.- 3 FUNCTION CONTACT I PHONE NO I DATE 2 PROJECT MGR AMES ROBBIN (257) 3957054 10.29-10 1 ENGR -POWER AMES ROBBIN (253) 7917054 10.29-10 REVi pA1E BY IDESCRIPTION ENGR - GAS NIA N/A NIA COUNTY KING Emar Sect WA Gas Wk CV POWER WA WK CTR OCSOKE DRAWN BY O. Goode 253-395-7039 10-2 10 CHECKED BY ; 1 114 SEC N. Rose. SEC NW13 OP MAP PLAT WA MAP WA APPROVED BY ZR•K fop/ VAii FOREMAN e1 U-MAP NO (POWER) 23o5EOS0/51� • OH CK-r MAP UG CKT MAP GIRLUIT NO 23DeED7a 2305E05d51 MAP-15 FOREMAN e2 MAPPING " JOINT FACILITIES ARRANGEMENTS UTILITIES WA NIA NIA NIA CONTACT WA N/A NIA NIA PHONE# N/A NIA I NIA N/A PUGET CITY OF RENTON LIBERTY LIFT STATION SOUN� 3-PH OH TO UG UE ENERGY 16655 SE 136TH ST, RENTON WA 9=9 DESIGNED eY POTELOO INCIOENi MAOP NIA GaN/AN NIA Ea 10506307 SCALE PAGE OF 1 Yea, 2012 Calendar — United States Page 1 of 2 Calendar for year 2012 (United States) January Su Mo Tu We Th Fr Sa'. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1:C 9:0 16:(J 23:0 304) April Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7' 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 6:0 13:4 21:9 29:U July Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 I 3:0 10:4 19.0 26:C October Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 8:4 15:0 214) 29:0 2.5T k.. r- F-I U 1 to +\-% %—� o Qw- o O R-, , Q 3 %..,& to 2L:;z February Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 TO 14:(10 21:0 29:41) May Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 5:0 12:120:0 28:C August Su Mo Tu We Th Fr Sa 0 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1:0 9:(1017:• 24:C 31:0 November Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 4 �) 24 25 26 27 28 29 30 6:0 13:0 20:C) 28:0 March Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 8:0 14:4 22:0 30:C) June Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 4:0 11:4 19A 26:C) September Su Mo Tu We Th Fr Sa 1 2 n 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 Z40 wai 8:4 15:• 22:0 29:0 December Su Mo Tu We Th Fr Sa' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 (�4 0 26 27 28 29 30 31 x����. 6:4 13:0 20:C) 28:0 http://www.timeanddate.com/calendar/print.html?year=2012&country= l &cols=3&df=1 09/20/2012 ` Yea. 2013 Calendar — United States Page 1 of 2 Calendar for year 2013 (United States) January Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25j 26 27 28 29 30 31 4:4 11:0 18:C 26:0 April Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3:4 10:0 18-V 25:0 July Su Mo Tu We Th Fr Sa'I 1 2 3 4 5 6 7 8 9 10 11 12 131, 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 8:0 15:C 22:0 29:4 October Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4:0 11:C 18:0 26:4 February Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 3:4 10:• 17:C 25:0 May Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 2:49:018:41)25:031:4 August Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 6:0 14:41) 20:0 28:4 November Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 3:0 101) 17:0 25:4 March Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 4:4 11:0 19:C 27:0 June Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 8:0 16:U 23:0 30:4 September Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 5:0 12:C 19:0 26:4 December Su Mo Tu We Th Fr Sa 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 2:0 9:C1 17:0 25:4 Holidays and Observances: Jan 1 New Year's Day Sep 2 Labor Day Jan 21 Martin Luther King Day Oct 14 Columbus Day (Most regions) Feb 14 Valentine's Day Oct 31 Halloween Feb18 Presidents' Day Nov 11 Veterans Day Mar 31 Easter Sunday Nov 28 Thanksgiving Day May 12 Mother's Day Dec 24 Christmas Eve May 21 Memorial Day Dec; 25 Christmas Day Jun 16 Father's Day Dec 31 New Year's Eve Jul 4 Independence Day http://www.timeanddate.com/calendar/print.html9year=2013 &country= l &cols=3&df=1 09/20/2012