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Tax2014B-Project Folder €9R EXHIBIT"A"-Registered WR#: 3355812 Project Name: Coppell - Install 9 Street Lights-Burns Street SUPPLEMENT TO THE AGREEMENT FOR STREET LIGHTING SERVICE BY AND BETWEEN ONCOR ELECTRIC DELIVERY COMPANY AND THE CITY OF COPPELL This Supplement("Supplement")to the Agreement for Street Lighting Service dated ("Agreement"), is made and entered into this 18th day of May , 2017 , by Oncor Electric Delivery Company LLC,a Delaware limited liability company ("Company")and THE CITY OF COPPELL ("Customer")both hereinafter referred to as the"Parties." In consideration of the mutual promises and undertakings herein set forth,the Parties hereby agree to amend the Agreement as follows: 1. The following Request for Street Lighting Service is hereby added to the Agreement: Request for Street Lighting Service dated , attached hereto. 2. This Supplement shall become effective upon execution by the Parties. 3. This Supplement is subject to the terms and conditions of the Agreement. 4. If Customer has arranged for its designated agent or representative("Customer's Agent")to pay to Company the contribution-in-aid-of-construction ("CIAC")referenced in the Agreement,then Customer's Agent shall execute this Amendment for the sole purpose of establishing such agent's agreement to pay such CIAC. 5. Except as otherwise provided herein,the Agreement shall continue in full force and effect in accordance with its terms. IN WITNESS HEREOF, the Parties have caused this Supplement to be executed in several counterparts, each of which shall be deemed an original but all shall constitute one and the same instrument. ONCOR ELECTRIC DELIVERY COMPANY THE CITY OF COPPELL Rick Fielding "re ��<<�<.us1117 26.. 851,1 2(0, Signature-Oncor Representative Signatu Custome R-•resentative Rick Fielding Key, Ea C4-1 Printed Name-Oncor Representative Printed Name-Customer Representative Project Manager DirC( l.( � � I Title-Oncor Representative Title-Customer Representative 05-18-2017 OS- ZZ- zon Date Signed -Oncor Representative Date Signed-Customer Representative **For CIAC purposes only pursuant to Section (4) above** Signature-Customer's Agent Printed Name-Customer's Agent Title-Customer's Agent Date Signed-Customer's Agent 88332.010002 DALLAS 49285v1 Oncor Electric Delivery Company LLC, Statement of Charges a Delaware limited liability company Date: 5/18/2017 Fielding, Rick;#2390 WR#: 3355812 972-888-1344 rick.fieldingf@oncor.com Transaction ID: 5600 City of Coppell Services provided at: Jamie Brierton Burns Street PO Box 478 Coppell Coppell,TX 75019-0478 Dallas DESCRIPTION AMOUNT Install 9 Street Lights $8,734.88 Total Amount Due Upon Receipt $8,734.88 * Price quoted is valid for sixty (60) days from the date of this document. * Remit payment per instructions below. * Project wilt be scheduled upon Project Manager's receipt of Executed Agreement(s). * Payment is expected within 30 days from completion date of project. * Please contact your Project Manager if you have any questions. EFT / Electronic Funds Transfer Please make all check(s) payable to JP Morgan Chase Bank Oncor Electric Delivery ABA No. (Wire) 021000021 Remit to: ABA No. (ACH) 111000614 For Credit To: Vickie Coe Oncor Electric Delivery 4600 State Hwy 121 Acct #: 08806169791 McKinney TX 75070 Once EFT has been initiated please forward Vi c ki e.Coe@on cor.com ti Please Include the WR #and Transaction ID (as listed above) on all correspondence including your Check or EFT. Failure to do so will cause unnecessary delays with your project. gazaaaa aa y *-. a, e! OJ of .; N 61 .-. Y O, 7o 00 0! 00 6+ .-. c M a in c in c in c 7Cl. r c al, O, Y V =„ N O.N c N C. N C. N C. N O. N c N c — . y O O 00 00 0 O 0 O 0 O 0 O 0 C 0 O rdi .Y U U ,I V 1, U ' U ' U 1 U 1 U 1 U b b > M j MM j M > M M j M M 9 cn '*Z O d O,i a, In d 0, O 7 d M a ON 04 N a/ N u in 4 U O O O O co C+ O O\ OO O 00 O p 00 O N N c - g o = o = o, = o, = o\ = o, = oN rn 4 ^" M N M M M et M in M y%0 M N M 00 M O. 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CCI 1. °° E G ca 4 re) .E i u ets0 bA 00 tea, 4a w i..• C b -C d a> > aa) o 'C d o Gcn -0,, C1 Ix O O E d u c O Oy ,0 o .. E .E la) N •C L C L O O • h — • >. >, u o C p -; O .r c1.7 ca o = h.) a e�^a CL 0 C7 ea o d '' c U ' O _ 1. o CI 4a el u ^ 73,4 p, Ca w., C O O q d Ca a) �� a u *Ci= oku a. 7 0 • o ea et �, p 0 74 ° . t �. A c o 0 0 =a °a• m t,..0 a E c U d 74 a ca ..+ .n n ,. u � G Q C O ° O ." O .. E 0 47 61 o s� r v r� o sCa tom. t; +-" !V a a U bU rr cnZcE t° , E 00 ZU aw , > Q, o. in en • yI I u M 0 0 a, > oro 0 ca — A u ci) i, W u ',=" u . A Ciro E gz Ca ct O C w = C, 0 Gi LL t. CL tt i C 0 GJ y W a) 4• E u u .G E y Cf) i, 3. OO t: E E E0 .1; a; w Ut, o y� is r•.1 CZ ELECTRIC CONSTRUCTION PRINT WR N0. 3355812 SHEET 1 OF 1 DATE 04-18-2017 © WR NAME FBR:COP:COPPELL- INSTALL 9 STREET LIGHTS.RE. N R CUSTOMER FBR:COP:COPPELL- INSTALL 9 STREET LIGHT SCALE 100 BURNS ST SERVICE CENTER FBI "`��-----�� ADDRESS OFFICE 191 LOCATION BURNS STREET FROM COPPELL RD WEST MAPSCO IID DESIGNER FIELDING.LOUIS R PROJECT MANAGER FIELDING.LOUIS R USERID PHONE NUMBER (972)888-1344 PHONE (972)888-1344 a 2017 Oncor Electric Delivery Maps,drawings,end electronic data(products)are created for the internal purposes of Dncor Electric Delivery with no implication of suitability or fitness for the intended use of the recipient.Oncor Electric Delivery will make good faith efforts to provide products that are Free from error,but does not warrant the accuracy or quality of such products.The locations shown ore approximations and are not intended to show exact locations.Products provided to other parties by Oncor Electric Delivery ore for the internal use of the recipient,and the recipient agrees not to duplicate or distribute the products or any portion of the products to third parties without the prior written permission of Decor Electric Delivery.The recipient further agrees to hold harmless and Indemnify Oncor Electric Delivery against all claims,costs,expenses and damages resulting from or predicated upon strict liability for personal InJurtes.death or property damege.on account of any defects in the property provided hereunder. 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''aa ..-LF'17,11S'Ll:14177«1 -3659928 . , „,,,,, 031.0040:111001.,195141.1,9 5111E0 0.10.1i0,00. „,,,GBR:LOPICOPPELL-551411,5 STREET LIGHT ''••• 00009. • ATOM ”.51 --- _ C) 2151 tccar 0 0-0010 519E0 MO.COPPELL 00 KV _..____. _... .... '1/41000000' eo,, cts 4 ,r. ",�+n `t" =---==-.=n �` •+"�� wte :.x.xva^�mu+Y.s�sm'ro+a eta:wwras�u.x.-3Srwue.m am aw-.'amw.cs,cam.wa^.mxamwsmrMnamaxxrs+n'rweza t �sarvyre.> c s Shane Huffman SHuffman@RKMtexas.com ��,U,� .RKM` Excavation, Utilities, Structures &Paving Cell:214.236.5658 1805 Royal Lane,Suite 107 Office:972.241.2621 Dallas,Texas 75229 Eric Nelson ENelson@RKMtexas.com U � .RKM Excavation, Utilities, Structures & Paving 1805 Royal Lane,Suite 107 Office:972.241.2621 Dallas,Texas 75229 Jamie Brierton From: Vince Elizarde <VElizarde@kleinfelder.com> Sent: Thursday, September 15, 2016 8:46 AM To: Jamie Brierton Cc: Mallory Meeks; Derrick Thomas Subject: RE: Burns Street Reconstruction-Sales Tax 2014B I'll set that up. Thanks Jamie. © -Vince (�'� Vincent J. Elizarde, P.E. Project Manager, Geotechnical &Construction Materials Engineering Dallas/Fort Worth,Texas 7805 Mesquite Bend Drive,Suite 100 Irving,TX 75063 214.952.9437 Mobile 972.868.5985 Direct Original Message From:Jamie Brierton [mailto:JBrierton@coppelltx.gov] Sent:Thursday,September 15, 2016 8:41 AM To:Vince Elizarde<VElizarde@kleinfelder.com> Cc: Mallory Meeks<MMeeks@coppelltx.gov>; Derrick Thomas<DThomas@coppelltx.gov> Subject: Re: Burns Street Reconstruction-Sales Tax 2014B Vince, Please send your geotechnical reports to Mallory, myself, Derrick and Eric&Shane @ RKM.Their info should be on the sign in sheet. Thanks Jamie Sent from my iPhone >On Sep 14, 2016, at 3:40 PM,Vince Elizarde<VElizarde@kleinfelder.com>wrote: > I have received your email. >Thank you. >-Vince >Vincent J. Elizarde, P.E. > Project Manager,Geotechnical &Construction Materials Engineering > Dallas/Fort Worth,Texas >7805 Mesquite Bend Drive,Suite 100 > Irving,TX 75063 >214.952.9437 Mobile >972.868.5985 Direct 1 Jamie Brierton From: Claudio Segovia <claudio@JVolkConsulting.com> Sent: Thursday, September 15, 2016 9:27 AM To: Jamie Brierton;Jay Volk Cc: Derrick Thomas Subject: RE: Updated plans (alternate 2) 'aepr\ Got it,we'll revise the plans ASAP. Esc r Claudio Segovia I Engineer � J.VOLK consulting 830 Central Parkway East I Suite 300 I Piano I TX 75074et 972-201-3100(office) 972-322-7026 (mobile) 4r' 972-201-3099 (fax) www.jvolkconsulting.com Service with Integrity, Initiative and Innovation Original Message From:Jamie Brierton [mailto:JBrierton@coppelltx.gov] Sent:Thursday, September 15, 2016 8:38 AM To: Claudio Segovia <claudio@JVolkConsulting.com>;Jay Volk<Jay@JVolkConsulting.com> Cc: Derrick Thomas<DThomas@coppelltx.gov> Subject: Updated plans (alternate 2) Can you see this? It's keeping all the same,just delete the nose in parking and sidewalks on the "residential " section. This will be the developer responsibility.This would be deducting quantities from the total. I was asked to add a FH At the NW corner of burns and S Coppell Rd to accommodate a fire loop . I need to get it ASAP so I can have RKM price it. We kept the start date 2 weeks from Monday. 1 Pre uyv /rte T H E • C I T Y • O F COPPELL --r " ✓,„ mss-:s T N A A g I PRECONSTRUCTION MEETING AGENDA Project Name/Description: va\s Streti Project Legal Description/Project Number: Meeting Date &Time: SG'(7r 2 90 I �7 A City of Coppell Project Manager: NV\ I_ C F-121-00 EMAIL:4bri cN}tSv\ 7r (, • erJ PHONE: 1 ' 7(to "O7OLo City of Coppell Construction Inspector: VAC Of\S EMAIL: 4- 02e?1 l PHONE:. - S-7 (p - 5c\A. 1. Utilities&Services in Project Area- a). Franchise Utilities- Dig Tess REQUIRED FOR ALL(check all that apply): ❑ Electric ❑ Gas t3V-Al4 34 ILL e T!vS-- — gE 1 i D. ❑ Telephone CDM-IaL Cc L Ii Cable —i cWNE INAVAM kI3€i2 o?flC. -2,6":_46" DE rP r PFP*5nAL Nva &a o l V Fiber Optic SiDelAJ.Al-L i.nNri tCt ❑ Pipeline ❑ Other: b). Municipal_ Utilities-City Locates REQUIRED FOR ALL(check all that apply): L�" Water Er Sanitary Sewer E Storm Drain— >+ i? o LI ❑ Traffic Signalization -m1\\P . 'lprL R( Fiber Optic f'lpc°L c71,1 RAN_ C E o f LOP?u, Kv). K p,Lmws 04it jee ❑ Other: b). Municipal Services(check all that apply): t Trash/Recycle CY'Emergency(Police/Fire) ❑ School Bus ❑ Other: T H E • C I T Y • O F COPPELL • rL NY�� s 9 X s 1 8 2. Testing-check all that apply: i/ Water D' Sanitary Sewer---11 T i L-t� �r 1 Storm Drain Drain - 14, L - Geotechnical Proctor k d Geotechnical Densities&Strengths ❑ Other: 3. City of Coppell Guidelines -,, ) Standard Working hours : Monday through Friday 7AM to 7PM, Saturday,Sunday and /. Holidays 9AM to 7PM 't5.) Overtime: Coordinate with Inspector 72 hours in advance if requesting OT Work cv�4; Work within Noise Ordinance No. 2009-1243 1 City of Coppell to provide Geotechnical Testing on City Funded projects A) Sanitary Restroom Facilities for workers ,/ ) Review Pay Item Descriptions- Project Specific v - C2.4 _ p jc rTh-M i J Pe-T%Alr Changes to Plans&/or Specs: Notify Construction Inspector and Project Manager in writing I . Extra Work&Change Order Requests: Submit CO Request PRIOR to commencing work and notify Construction Inspector and Project Manager in writing Request for Walk Thru/Completion Punch List: Notify Construction Inspector and Project Manager in writing v6 Rain Days/Weather Delays: Notify Construction Inspector and Project Manager in writing per NTCOG C 0 G— oa .e ,/k.) Work Stoppage: Construction Inspector may stop work (due to failure to meet plans & specs, etc.) per NTCOG p g , '1 v!!) Request for Information: Submit RFI in writing to Construction Inspector and Project Manager in writing m.) Set of signed &seale• City of Coppell Standard Details is required to be kept onsite.These are re• -€14•44;' ents.Contractor's signature agrees that they have a set: . i ,‘-sr--- n.) Set of N. i exas Council of Governm- ts- Public Works Construction Standards is required to be kept o 4 •-: • equired documents. Contractor's signature agrees that they have a set: Al),A1 o.) Responsible Party Onsi l A/Water and Wastewater Utilities Dept. (972)462-5150-All water used on the project must be metered.All valves shall be operated by City of Coppell personnel /only. GY Traffic Dept. (972)462-5150-Coordinate signalization and signage if applicable. p.) Contractor Meetings: Meeting Day, Frequency,Time and Location: ) t Al, .. �,. _ T H E • C I T Y • O F ATP COPPELL z v (1 our i-fM MO!J\7 -( ' s ' s x — UT !,n0?:71 --tide w°.-c°4 2-‘41) 4. Prior to Construction /a.) Notice to Proceed Date/ Executed Contracts(W9/COIQ/ Registration/Bonds) `4.) Video, photograph and note existing site conditions ✓.) Test individual irrigation systems-video, photograph and note existing conditions XI.) Verify and measure removal items 4.) Dig Tess utility locates v(..) TV lines_ J?.�fr' lg.) Coordinate trash pickup 1/h.) Public notification of construction activities(project signage, resident communication, etc.) 1.) Required Permits (building, batch plant,etc.) I -- CkVECtG {LK _i.0 j.) Submittals a. Traffic Control Plan- Date Received: (7-01 i 1p b. SWPPP- Date Received: c. Staging areas/temporary construction easements, if required. Date Received: d. List of subcontractors(with contact name and numbers)- Date Received: I /P\ e. Contractor's Responsible Person (contact name and 24-hour number)- Date Received: f. Material Submittals& MSDS- Date Received: g. Trench Safety Plan, if required- Date Received: 112-0) I\e h. Mailbox Relocation Plan (reviewed with Postmaster), if required. Date Received: N bsk i. Project Schedule. Date Received: 5. During Construction 1/a.) Moving traffic control as required, as often as required Continuing resident communication/notification of construction activities to adjacent property owners ✓c.) Protection of business establishments and private property .vQ.) Repair or replacement of private/public property in a timely manner ,E.) Scheduled utility disruptions 46 titz, NI 67k(iE. vi Coordination of concurrent construction activities in area (if applicable) v'g.) Planning ahead for long-lead items/franchise utility relocates AM.) Housekeeping, street sweeping, dust mitigation,trash pickup `Jul ,,/f.) Coordinate with Construction Inspector on Geotechnical Testing R .IA To c%�2-tV1�(A1� fj.) Routine Stormwater Inspection &erosion control ever 2 weeks or 1/4" rainfall K5 W i` i/ 1 Coordinate valve open/close with Utilities Dept. T H E • C 1 T Y • O F COPPELL A s 1 s 6. Closeout/Post Construction a.) As-Builts/Record Drawings Submitted b.) Punch Lists Complete (City Departments/Engineer/Construction Inspector) c.) Final Clean-up d.) Resident/Business/ROW irrigation & landscaping is complete e.) Mail &Trash Services are restored f.) Maintenance Bond g.) Erosion Control Bond (if applicable) h.) Remove traffic control and signage i.) Final Acceptance Letter 7. Names/Signatures of meeting attendees: Sf ATT 8. Notes: t_ KLV k FF- orS-t-el Lr s V _. f c . it `c > s s 0c: a � ' oEs�� Tr z do N (� > A. n O e ti ; J V) • m 2 !... 0 ^� (A n 33 r\--i t Z\-4 t • �° 7-' 4--`� -1 71(9) a: r ,.1 V� � m D n vl �o Z ream „ _i IA CU rD CD - n T z 1 z u% ,� = G7 - c m cn N Z 7) CO > C o CO Z n N ..1 N N 'LT 1..).Q cn " m 0 �' .� ..� 1 �o tr • 3 m 0 r r ' N 1 , S .P ;, N Z m N ;' I mo„ � Q -C -11c. = m %* -I mi I - ( . P c o CD ffD N 1 6 ► f V\ Sc,1 1 z Z w i\ 1 N 1 I ...i c o G1 c0 W v 3 A P W 3 4 Qr- ..k t oc. c> --I-1 i\- 0. < s ti Nc- 1 .A s r N %1� ,K--,(N ro I D (.. 14 r -..,... e 4 fb • v ,,,_ i r‘ -. 1-... a '6 4 b - .:Z4 m -^ A .r 4(.2) 3XV.g. 4- -=-: (I, r-- . -L r r t t , ...4, ,....,. ..,.. (.., c j C h Q \o i C c T H E G I T Y O F COPPELL t , A 8' •. q September 19,2016 Eric Nelson RKM Utilities 1805 Royal Ln., Suite 107 Dallas,TX 75229 RE: Reconstruction of Burns Street NOTICE TO PROCEED WITH CONSTRUCTION Dear Mr.Nelson: This letter will serve as your official notice to begin work on the referenced project on October 3,2016. One hundred and eighty(180)Calendar Days were bid on the base bid for this project for the completion of work. Any change order work will add a time extension at the time of the execution of the change order.Therefore,if work begins on October 3rd,then the base bid calendar days on the project will expire on April 1, 2017. Your construction time will officially begin the day of commencement or October 3,2016,whichever comes first. If you have any questions or need any additional information, please feel free to contact Derrick Thomas,Construction Inspector at(469) 576-5999. Sincerely, r1011 � amie Brierton Project Manager Office 972/462-5151 Fax 972/462-5199 jbrierton@coppelltx.gov cc: Kenneth M. Griffin,P.E.,Director of Engineering&Public Works Derrick Thomas,Construction Inspector Michael Garza,P.E.,Assistant Director of Public Works C ; - 0 " 0 ", , cj_c71_ . tjt !ii1 iii iii nmzN ioz �..amo_m m K AzA0m6 mmr . . [.,kW8F o • 3 Freeport Pkwy_. ` `'r A :��1C/ b4.:::',.::;.::.::'''''!';,--''.....'ti :. N1mff� • Z y .. T1z mi ,�nCia< Y/z 1/1�1� _. rv1 n°� =m O Z iV r?.., - 4.. n0 [mA m n [~CmZ9 il '. k 1rXv r 0 m D m //�� m . a. _ rhag II.e � 43SO10 mmpOnW iU O , - OVON '- naz N ' S fr e. i //�� • � �r V) - ' 1 ��/, - ` . .. �4 Hammonnd St ng 0 0 �ri�►i��y��'��.r�, ui t `� \ f. 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Z nr 'dd ryod rn •wCD CO afm til 3 ^1,t!'.2'a t_ m4, m § ii•iif iii ill�oay 4.4 O'D-,m3D e• �a �0_3S0O._YJ_� /f 1 ....F ... ... ... -.......,,,...,,i.L.---.., .,.... ....., .1,..,- gk' ' I;:-�llD FreeportPkwy 10 [.�y°13am , Q „ 7,.mm'D If yADQ Z i r �-,„,,o, v S Nell, ,ice �ry V =\m /rs �mm� G7 , rsf. • ill s rD , mO n _.444„. # 4 " �Oz �ac 7 C ' l I yimo ' , ' P- O2iAm-1yDN� 0mri�P`r 1 _ is fw<3onD _ I a'i m [mDAi . , U 47 i1� 5 it .. ae �- S t; T'C r. CD :1) ,,,,, ,,. _ , ,.., t '° ,� ' * .: .,gam m z �1 to o*� Hammonnd St O CD I a 1 I.w Q CSD `- ;' 0 C y z ( s 44 '11 ,N Q N y cn CD N Z O t ciD rp t - -� N cn 2 CD F ; 4110X1 'r; p W ,-+ 1 E ! 133 03 0 Q A g;� CD n w N . 14 r-413,11 fir 4 w M (ysolo X4 o. t.' 4 if4.10 4 Wi Coppell Rd 01,143 f. �� QAC® Tynm m C fd , �� C W ' -,-, , . '*-- tA\tibt oo; GC Kaa W;A �® h� gmrgil, ,w*,. y..�^ra 3�5 {a ( t try{` 9ZmCZD 2 . �iE"�£flrt F..'t. -Otfli' ily ij Irl z�A. O'i -2Z P' . "Il'i # "`iii C1 18 rmmzoA g. 1 ii m tia� O DELL.) -ri J oao�oc° A n rte= r ' Z�ZmOA C H _ a. m=iSyO 2—‘ s, » ro mam � 0 m • i44.4 •. ny3o a` r ,iCs;E ; f b »� "48.6.2,0046- � 1 4 , „, 4 ' ' /'`/°1 1111:64,..17,4, , 9b rift \V 'y ct'i ., .., 3f�.• $`' �f I V � R1 - M4-9� If i ., If ` .: as*.r g3 a 0 my m MI 1 - WM .. vns �.. .. i �. 0 CD #Q ` n{ .,,. mmC�'U ' *is CD'O CO N am Z 0 > : 2 N44401 arw FD111 i a 5 # I , ,3fM N..v1.0..I�'k,i a•y...R#X6bW W i. 1- 6s y �,.. * 1 IS+31a �6 dv 3 vii acco. p N rf6 a w • s 0 m• c 0. r.r 0 �• r 11 C o o 3 En 7 m a m>_ a t --rn mm an . m� d ( a" y 4 OS A \........... rm J m ' S / 0cn45p r'77 ! E, 44 i m"ill wn :7 ' CD l i • 3 �m r—t �a mD� n 6(A9M:\i"--C‘7. } TRENCH SAFETY PLAN UTILITY LINES BURNS STREET RECONSTRUCTION (IN AND AROUND BURNS STREET) COPPELL, TEXAS FOR THE CITY OF COPPELL, TEXAS Note: Soil information indicates that a stiff clay (Type"8"soil)will be found on the project site. The following applies: H = 3/ in stiff clay(Type "B"soil or better), and unweathered limestone. H = 1 or greater in Type "C"soil. /4 4Gu 2111: ,wrww„., 1I �i- •r ,y RICHARD HALDER �t 76134 .4; o t't +"+1L?.y Al ,y e i 'LdV`idbiC Trench Safety Plan for: RKM UTILITIES Pg: 1 of: 5 Burns Street Reconstruction Job No: 8098 Trench Safety Engineering Date: 14 Sep 2016 F-6216 Burns Street 833 Rachelle Drive Red Oak Scale: As shown Coppell, Texas Texas 75154 800-900-9775 Design: R.H. Richard Haider P.E. GENERAL NOTES This Trench Safety Plan was prepared under OSHA Subpart P Excavations and Trenches, 1926.652(b)(4)Option(4) & 1926.652(c)(4)Option(4). The plan deals with the retention of soil by natural or manmade means.This plan can-not state the where/how/when/choice/etc of the contractor's procedures. To do so would be illegal. The contractor shall seek guidance from the Trench Safety Engineer when unanticipated solutions are required. The following pages are allowable shoring options. 1. For all excavations of trenches, which will exceed a depth of five feet, the Contractors trench safety procedures shall meet the current standards established by OSHA on excavations, trenching, shoring, and confined spaces, all of which are incorporated herein by reference. 2. These drawings assume all excavated areas remain free of water seepage or intrusion. Excavations shall be inspected after every storm or other hazard- increasing occurrence to assure the continued safety of the trench. The Contractor shall seek guidance from the Trench Safety Engineer where needed. 3. When installing a support system, shoring will be applied by starting at the top of the trench excavation and working downward. All cross beams, trench jacks, etc., will be placed in a true horizontal position. Support system removal shall begin at the bottom and proceed upward, performed from outside the trench. 4. Alternate design for use of steeper slopes of the use of supporting systems, i.e., piling, cribbing, shoring, etc., may be submitted by the Contractor for evaluation by the Trench Safety Engineer. 5. Slopes shown shall be the maximum unless changed by the Trench Safety Engineer due to changing soil conditions. Slopes shown are for a short-term period. If excavations are open for more than 24 hours, the Trench Safety Engineer shall be contacted for evaluation. 6. Cohesive soils are classified by their unconfined compressive strength, as follows: (psf= pounds per square foot; tons/sq ft= tons per square foot) Type 'A"...more than 3,000 psf(1.5 tons/sq ft) Type "Br"...more than 1,000 psf(0.5 tons/sq ft) and less than 3,000 psf(1.5 tons/sqft) Type "C"...less than 1,000 (0.5 tons/sq ft)that is not flowing or submerged. Trench Safety Plan for: RKM UTILITIES Pg:2 of: 5 Burns Street Reconstruction Job No: 8098 Trench Safety Engineering Date: 14 Sep 2016 F-6216 Burns Street Scale: As shown 833 Rachelle Drive Red Oak Coppell, Texas Texas 75154 800-900-9775 Design: R.H. Richard Halder P.E. C ow Note: Either sloped or benched is acceptable L 2' min. i 10' max. 1 Spoil \ 1 \ 4' max. As Required TYPICAL OPEN CUT CROSS SECTION N.T.S. Trench Safety Plan for: RKM UTILITIES Pg: 3 of: 5 Burns Street Reconstruction Job No: 8098 Trench Safety Engineering Date:14 Sep 2016 F-6216 Burns Street 833 Rachelle Drive Red Oak Scale: As shown Coppell, Texas Texas 75154 800-900.9775 Design: R.H. Richard Haider P.E. Spaced 6'to 8' in unweathered limestone. Spaced 4' o.c.in stiff clay(Type"B"soil)and weathered limestone. Spaced 4'o.c. in dry Type"C"soil sheeted with 3/4", 14-ply Finland Birch, or 1-1/8" plywood, or approved equal. — I "Standard" Hydraulic Shoring 2' mine ' 10' max. ri Spoil 1 As per manufacture's tabulated data and limits. 2'max.1 J As Required TYPICAL HYDRAULIC CROSS SECTION N.T.S. Trench Safety Plan for: RKM UTILITIES Pg:4 of: 5 Burns Street Reconstruction Job No: 8098 Trench Safety Engineering Date:14 Sep 2016 F-6216 Burns Street Scale: As shown Texas 33 R75154 Drive800-900--9775 Coppell, Texas Design: R.H. Richard Haider P.E. 2' min.. x 10 'max 1. Spoil 4' max. I' II As Required Trench Box/Shield side wall capacity shall be equal or greater than 420 psf for Type"B" soil and equal or greater than 600 psf for Type"C" soil, If there are any changes is soil conditions, the Trench Safety Engineer shall be contacted for evaluation. Any manufactured/rated trench shield system, such as Manhole Rings, Modular Shields, Panel Shields,etc, are included in this catagory. Trench box capacity refers to sidewall capacity of bottom box when boxes are stacked. If"closed ends"are required, one acceptable method is by placing 3/4", or greater(or equal substitute) steel plate(width size may vary)against spreaders of trench box, Other methods may be used with approval of the Trench Safety Engineer. ALTERNATE TRENCH BOX CROSS SECTION N.T.S. Trench Safety Plan for: RKM UTILITIES Pg:5 of: 5 Burns Street Reconstruction Job No: 8098 Trench Safety Engineering Date:14 Sep 2016 F-6216 Burns Street 833 Rachelle Drive Red Oak Scale: As shown Coppell, Texas Texas 75154 800-900-9775 Design: R.H. Richard Haider P.E. ? mo Spectrem® 8001900$L Low Modulus/Self Leveling Silicone Highway and Parking Structure Sealant Product Description Backer Rod Spectrem 800 and Spectrem 900SL are low modulus,high Joint width 1/4" 3/8" 1/2" 3/4" 1" performance,one-part,gun grade,silicone parking structure and highway joint sealants. Recessed Below Surface 3/8' 3/8" 3/e" 3/8" /e 3/2" Basic Uses Spectrem 800 and Spectrem 900SL have exceptionalphysical Sealant p p p Thickness 3/4" 3/4" 3/4" 3/8" properties making them ideal for sealing the most demanding dynamically moving joints and horizontal applications. Both Backer Rod are formulated for highway,airport,bridge joints,and parking Diameter 318" 3/2" 5/8" 18" 11/4" structures where high movement occurs. Packa in Total Joint 9 g Depth 11/8' 11/8-11/4" 13/4-1318" 15/8-13/4" 23/4-2318' Quart cartridges (850 mL),4.5 gallon (17.1 L)pails and 50 gallon (190 L)drums. Surface Preparation Made-To-Order Colors For good adhesion,the joint interface must be sound,clean and dry.Portland cement joints should be fresh saw cut or sand Limestone and Dark Gray blasted and blown clean with oil free compressed air. INSTALLATION Tooling&Cleaning Joint Design Tooling is recommended with Spectrem 800 immediately after May be used in any joint design in accordance with accepted application to insure firm, intimate contact with the joint highway/engineering practice.Spectrem 800 and Spectrem interface. 900SL should be no thicker than 1/2" (12.7mm) and no thinner than 1/4" (6.4mm).Sealant accepts+100%/-50%of installed For Spectrem 900SL,tooling is generally not required.Sealant width;however,Tremco recommends joint movement design should be recessed 3/8-1/2" below pavement surface. Cleaning ±25% movement.Sealant surface should be recessed 3/8-1/2" can be accomplished with solvents such as IPA,Xylol,Toluol or below pavement surface. MEK while sealant is in uncured state. TYPICAL PHYSICAL PROPERTIES Property Spectrem 800 Typical Value Spectrem 900SL Typical Value Flow,Sag,Slump Nil Self leveling Extrusion Rate 20-35 sec./20 g©60 psi 10-14 sec./20g(4+60 psi Specific Gravity 1.35 1.3 Skin-Over Time,at 77°50%RH 30-60 min. 30-80 min. Tack-Free Time,at 77°50%RH 60-90 min. -- Cure Time,at 77°50% RH 7-14 Days 14 Days Full Adhesion,at 77°50 RH 14-21 Days 14-21 Days As Cured-25°C(77°F)50% RH 21 Days Cured 7 Days Cured Elongation 1000% 1000% Modulus,at 100%,psi maximum 15-30 -- Shore A 15 -- Joint Movement Capability,+100/-50%,10 cycles No Failure No Failure Adhesion to Concrete,minimum percent elongation +500% +600% Adhesion to Asphalt,minimum percent elongation -- +600% www.tremcosealants.com Page 1 of 2 ? mo Joint Backing Availability Closed cell polyethlyene backer rods are preferred as joint Immediately available from your local Tremco Field backing to control depth of sealant bead.Where depth of Representative,Tremco Distributor or Tremco Warehouse. joint will prevent use of joint backing,an adhesive backed polyethylene tape must be installed to prevent three side Limitations adhesion.Joint backing must be • Do not apply to damp or contaminated surfaces. dry at time of sealant application. • Use with adequate ventilation. Application Warranty Spectrem 800/Spectrem 900SL are easy to apply with Tremco warrant its Sealants to be free of defects in material, conventional caulking or highway sealing equipment. Fill joint but makes no warranty as to appearance or color.Since while maintaining recess and tool.At 75°F(23.9°C), 50% R.H.a method of application and on-site conditions are beyond durable skin will form within 60 minutes. our control and can affect performance,Tremco makes no other warranty,expressed or implied,including warranties of Maintenance MERCHANTABILITY and FITNESS FOR A PARTICULAR PURPOSE, Damaged sealant can be repaired.Consult your Tremco with respect to Sealants.Tremco's sole obligation shall be at, Distributor or Representative for repair procedures. its option,to replace,or to refund the purchase price of the quantity of Sealant proved to be defective and Tremco shall not be liable for any loss or damage. Tremco Commercial Sealants&Waterproofing 3735 Green Road,Beachwood,OH 44122 //Phone:216.292.5000//800.321.7906 220 Wicksteed Avenue,Toronto,ON M4H 1 G7//Phone:416.421.3300//800.363.3213 T 1451 Jacobson Avenue,Ashland OH 44805//Phone:419.289.2050//800.321.6357 Ani Company www.tremcosealants.com 0907/SP800-900SL Page 2 of 2 n co 7 SpA Closed-Cell Backer Rod Round,flexible,continuous lengths of extruded,closed-tell polyethylene foam backer rod for use as a backing material .s for elastomeric and other cold applied sealants. Features Ph sical Proserties • Easy to apply Property Value ASTM Test • Non-exuding Methods • Chemically inert Density Ib/ft3(kg/m'),avg. >1.5 (24) D 1622 • Virtually dust-free • Meets all of the requirements of the 1990 Outgassing(No.of Bubbles) >1 C 1253 Clean Air Act Compression Recovery,%,min >96 D 5249 • Is a"Domestic End Product"as defined in Compression Deflection psi(kPa) 5.5(38.2) D 5249 the Buy American Act,Title 41 USC 10 Tensile Strength psi(kPa) >29(200) D 1623 Description Water Absorption(g/cc) <.03 C1016-Procedure B TYPE:C-Per ASTM C 1330.Cylindrical,flexible sealant backings composed predominantly of closed cell material per ASTM C 1330 for use with cold applied sealants. TYPE:3-Per ASTM D 5249.Round rods of various diameters for use with cold applied joint sealants. mrd FORM:Round Foam Rod. TEMPERATURE LIMITS:-45°F to+160°F. Benefits era HBR limits the depth of the sealant and prevents excessive sealant use.It also helps sealant assume optimum shape factor to prolong sealant service life and acts as a barrier to the flow of sealant through the joint. Applications Common applications include,but are not limited to,expansion and contraction joints, curtain walls,construction partitions,parking decks and bridge construction. Storage Store in a well ventilated area.Do not store products in direct sunlight.Keep away from heat sources and open flames. 1:1PDE IN THE USA 3006 Anaconda Road,Tarboro,NC 27886 Phone:1.877.291.1157 • Fax:919.269.7936 • www.nomacoefs.com a r;: y :4421114- '::- 'ArStrE":;Y 6 V, '11ri 1101Pliir 41N44. LFiN OMACO -IYA1G ` 3ms ( : ,- " s i s,440 WatiAL 3. V � ' M , ' I sem- G{ ( o . � M ? ,lr: " 11�i 1q�h9 "'± ti":.. �4�"V(1: r aQ7, .:* II,` G �Im 1 mg "1:0L,„.,,,---7-Tri,:::-:,44;b' ��"7 174ni l'-'clUit 4hli� i�n - 0 17H g (ViihP�l�l96' ail' , li, b €'` V' lk 'r"�,�n 3 ,�@ IU i z _ nh=',41 uya .Ihoa ,F4 `"!I_CihI i ,1itl' a!,,—�4l41,11gI e"'o, ter. 'd-p IG�N, .a, I ': ' ,moi c r!iI,' °' lip, t `s. 1/4"(6 mm) Spool 6400'(1951 m) 12 lbs(5.4 kg) 18"x 18"x 31" 3/16"or less(5 mm or less) 1/4"(6 mm) Handy Pack 2500'(762 m) 7 lbs(3 kg) 15"x 15"x 18" 3/16"or less(5 mm or less) 3/8"(10 mm) Spool 3600'(1097 m) 12lbs(5.4 kg) 18"x 18"x 31" 1/4"(6 mm) 3/8"(10 mm) Handy Peck 1400'(427 m) 7 lbs(3 kg) 15"x 15"x 18" 1/4"(6 mm) 1/2"(13 mm) Spool 2500'(762 m) 12 lbs(5.4 kg) 18"x 18"x 31" 3/8"(10 mm) 1/2"(13 mm) Handy Pack 800'(244 m) 7 lbs(3 kg) 15"x 15"x 18" 3/8"(10 mm) 5/8"(16 mm) Spool 1550'(472 m) 12 lbs(5.4 kg) 18"x 18"x31" 1/2"(13 mm) 5/8"(16 mm) Handy Pack 550'(168 m) 7 lbs(3 kg) 15"x 15"x 18" 1/2"(13 mm) 3/4"(19mm) Spool 1100'(335 m) 12lbs(5.4kg) 18"x 18"x 31" 5/8"(16mm) 3/4"(19 mm) Handy Pack 400'(122 m) 7 lbs(3 kg) 15"x 15"x 18" 5/8"(16 mm) 7/8"(22 mm) Spool 850'(259 m) 12 lbs(5.4 kg) 18"x 18"x 31" 11/16"(18 mm) 1"(25 mm) Spool 550'(168 m) 12 lbs(5.4 kg) 18"x 18"x 31" 3/4"(19 mm) 1-1/4"(32 mm) Spool 400'(122 m) 12 lbs(5.4 kg) 18"x 18"x 31" 7/8"(22 mm) 1-1/2"(38 mm) Cut Length 550'(168 m) 18 lbs(8 kg) 23"x 13"x 75" 1-1/8"(29 mm) 2"(51 mm) Cut Length 360'(110 m) 18 lbs(8 kg) 23"x 13"x 75" 1-5/8"(41 mm) 2-1/2"(63 mm) Cut Length 240'(73 m) 18 lbs(8 kg) 23"x 13"x 75" 2"(51 mm) 3"(76 mm) Cut Length 144'(44 m) 18 lbs(8 kg) 23"x 13"x 75" 2-1/2"(64 mm) 4"(102 mm) Cut Length 90'(27 m) 18 lbs(8 kg) 23"x 13"x 75" 3"(76 mm) 6"(152 mm) Cut Length 72'(22 m) 40 lbs(18 kg) 25"x 12"x 112" 4-1/2"(114 mm) Joint Preparation and Installation Just prior to installing HBR,clean all joints per the sealant manufacturer's recommendations.Thoroughly remove any concrete form-release agents, curing compound residue,laitance,or any foreign materials.To ensure a good sealant bond,joints must be clean and dry when the new sealant is installed.Air compressors used for this purpose must be equipped with traps for removal of oil and moisture.Install HBR at the depth recommended by the sealant manufacturer with a blunt tool. Size Selection Proper size selection is important as it controls the depth of the sealant bead.It must be oversized(25-50%)to fit tightly into the joint and function as a bondbreaker to prevent back-side adhesion of the sealant. Compatibility Closed-cell polyethylene foam is an inert material;and therefore,it is compatible,both physically and chemically,with virtually all known cold applied sealants including self-leveling types. Precautions Do not puncture,over compress or stretch HBR during insertion.Do not use with hot applied sealants.Tests for outgassing of cold applied sealants shall be made in accordance with ASTM Test Method C 1253.Sealant compatibility should be confirmed by the sealant manufacturer.Compatibility characteristics of sealants in contact with sealant backings can be determined by ASTM Test Method C 1087. Distributed by: = Although every effort has been made to assure the accuracy of this information and the safety and suitability of its products,Nomaco accepts no responsibility for results obtained by the application of this information or for the safely and suitability of its products,either oalone or M combination with other product.Users are advised to make their own tests to determine the safely and suitability of each such product or product combination for their own purposes.In view of the various conditions under which this information and our oN products or the products of other manufacturers in combination with our products may be used,Nomaco sells its products without warionty,and buyers and users assume all responsibility and liability for loss or damage from handling and use of these products,whether w used alone or in combination with other products. IMINNINIMINIM,011111M, • 5spaWAL44.5 MIC CONCRETE) August 24,2016 Rae MocConcrete,LLC To: RKM Utility Services Inc a US Concrete Company The Technical Service Department Project: Bums Street Reconstruction-Coppell 331 North Main St Euless,TX 7603o Office:(817)8354100 RE: Submittal Provisions Red'unotQC@us-ooncrete.00m www.us-concrete.00m Enclosed you will find the necessary submittal documents for the referenced project above for your review. Redi-Mix's strength guarantee per ASTM C94 will not be effective unless the field sampling has been done per ASTM C172 and ASTM C3I and the laboratory testing fully complies with ASTM C39 and ASTM C1077.Redi-Mix will also guarantee the strength performance of the mix designs submitted for a concrete temperature between 55°F and 95°F provided the design plastic properties are not exceeded and the concrete is placed within 90 minutes of batch time.This concrete temperature range shall not supersede any more restrictive temperature specification.All concrete should be placed and cured with the appropriate ACI guidelines and recommendations for hot and cold weather concreting.Redi-Mix cannot be responsible for non-conformance of strength if cylinders are not cured per AC1 301,section 1.6.3.2.d.Hot weather concreting practices will require the purchaser to order ice and/or chilled water to meet concrete temperature specifications.The purchaser shall be responsible for precautions taken against excessive wind,heat and low humidity per AC1 305 guidelines.The purchaser shall assume responsibility for any concrete defects related to the finishing process(cracking,scaling,dusting,delamination,discoloration, etc.),which is beyond Redi-Mix's control.This includes proper preparation,compaction and wetting of subgrade as well as proper spacing and depth of joints and rebar.During periods of cold weather,all concrete surfaces should be protected from freezing for at least the first 24 hours after placement to allow the concrete to attain a compressive strength of 500 psi.Should the purchaser elect not to order temperature control measures,the purchaser shall then assume all liability for costs associated with rejected concrete due to non-compliant concrete temperature. According to ACI 304.2R Section 4.2.1 "Placing Concrete by Pumping Methods",the inside diameter of the hose should be a minimum of 3 times the maximum angular aggregate size of the concrete.(ASTM C33 allows#57LS to have up to 5%retained on the 1"sieve).It is recommended to minimize or eliminate the free fall of concrete to avoid loss of air content.Depending on boom configurations,alterations to the mix design may be required.With regard to pumped concrete,the various boom configurations,length of hose,line reductions and free fall distance are beyond Redi-Mix's control and we therefore cannot be responsible for toss of air content or any costs associated with either rejected fresh concrete or the removal and replacement of hardened concrete due to non-compliant air content resulting from this or from placing concrete outside of the slump range specified on the mix design. We thank you for allowing us to submit these documents for your review.Please copy Redi-Mix with the approved submittal.The approved submittal allows Redi-Mix to review any notes,comments or exceptions made by the engineer or owner relating to the specification.Failure to notify us prior to first placement shall constitute acceptance of the submitted mix designs and submittal provisions.Please order by mix number when scheduling concrete delivery. We request that Redi-Mix be added to the list of names receiving copies of testing laboratory information for this project.ASTM C94 entitles a manufacturer to receive copies of all test reports when strength of concrete is used as a basis for acceptance.This information is another tool for Redi-Mix to review and monitor the quality and performance of the concrete product delivered.In the event of limited material availability,substitution of a similar performing material may be required.All substituted materials will meet the appropriate ASTM requirements,In order to maintain the required mix volume,weights of individual materials may be varied to accommodate different material specific gravities.Material certifications for substituted materials are available upon request. The information within this submittal is confidential and the exclusive property of Redi-Mix.It shall not be disseminated to third parties without written permission from Redi-Mix Concrete. Please contact Technical Services with any questions at(817)835-4077. Respectfully, Daniel Jeray Technical Services Manager Us THE NEW RESOURCE FOR THE CONSTRUCTION INDUSTRY CONCRETE • ]:ill NIUE Date: 8/24/2016 ®l Mix Number: 10311504 J Redi-Mix Concrete,L.P. Strength: 3000 psi @ 28 days AUS-Concrete Company 331 NAtein St 76039 Description: 5 SK NR/NA Euless,aXenice Technical Senice Plant No.: 136 / 236 m7}ch:(8177 Dispatch:(817)875.4020 E-nail: Customer: RKM Utility Services Inc radimixecraus•oncrete corn wn Project: Burns Street Reconstruction - Coppell 'ao<msrse.wm Usage: Sidewalks Saturated Surface Dry Weights Per Cubic Yard Vol Material Source Quantity (ftA3) ASTM C150 Type I/II Cement Martin Marietta, Midlothian 470 lb 2.39 0 0.00 ASTM C33 No. 57 LS Vulcan, North Troy 1850 lb 10,82 ASTM C33 Fine Aggregate Redi-Mix Concrete 1445 lb 8.70 ASTM C494 A&D NRWR/B&D NRWR Retarder BASF Pozzolith322/ MasterSet R 300 0-5 oz/cwt ASTM C260 Air Entrainment BASF MasterAir AE90/*Fritz SuperAir Plus 0-4 oz/cwt 1.08 ASTM C94 Water 30 gal 4.00 Total Volume: 27.00 Specified Slump 4 +/- 1" Specified Air Percent: 4.5 +/- 1.5% Wet Unit Weight: 148.7 Ib/ft^3 Design w/(c+p) ratio: 0.53 The use of an EF Technology mix design will reduce the amount of CO2 entering the atmosphere, thereby reducing potential global warming. Technology- uYour Project, Our Worlds` E li Notes: Please make sure that redimixqc@us-concrete.com is on the list to receive break reports. Admixtures may be adjusted, depending on ambient conditions, at time of placeme * Ir. Entrainment may be adjusted using Fritz Super Air Phs DATE:$12q/J6 BY: II NO EXCEPTION TAKEN ❑ MAKE CORRECTIONS NOTED E REVISE&RESUBMIT ❑ REJECTED This shop drawing review is for general conformance with contract documents only and does not relieve the fabricator of his responsibility for compliance with requirements of the drawings�, and1specifications. This mix hes been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete.IUs the m411111:14Ipt+Q�`+o` rioTIhYrQsr IN 3. nix design meets project specifications and Is appropriate for the anticipated environment conditions.The specified strengt guarantee per ASTM C94 will not be effective unless field r4 - sampling has been done per ASTM C172 end ASTM C31 and the laboratory fully compiles with ASTM C39 and ASTM C1077.In the event of limited materiel aveliabillty gtlba0tunnn OLe similar performing material may be rewired.All substituted materials will meet the appropriate ASTM requirements.In order to maintain the required nix voltam,weights of Individual materials may be vatted to accommodate different material specific gravities.Material certifications for substituted materials a-a aveliable upon request. All Rall-Mix Concrete mix designs are proprietary end confidential.The information contained in this submittal is only intended for parties associated with this project to validate the nix design materials,properties and Its performance.Use of this submittal for other purposes Without permission or consent front Redi-Mac Concrete Is strictly prohibited. us THE N E W RESOURCE FOR THE CONSTRUCTION I NDUS TR 'r CD(`1CRE E Di REDI-MIX LABORATORY TM...Ad ONCRETE STRENGTH PERFORMANCE EUL SS,76040 SS BLVD REPORT Tel: 817-835-4077 A U.S.CONCRETE COMPANY Mix: 10J11504 Period: 19 Nov 2014 To 28 Apr 2016 Number of Tests 30 Specified Strength 3000 28 Day Compressive Test Average Strength 5300 Corrected CofV 14 ACI Running Average of 3 Criteria Yes Required Strength 4220 Standard Deviation 740 ACI Standard Deviation Criteria Yes Concrete Air Content Temp Slump Air Temp 7D Str 28D Str deg F In deg F psi psi Count 30 29 30 28 25 30 Average 3.82 62 4.23 49 4470 5300 STDEV 0.56 7 0.52 14 750 740 COV% 14.7 11.7 12.2 29.0 16.9 13.9 Range Min 3.00 54 3.00 34 2710 3850 Range Max 4.90 87 5.00 81 5310 6390 Concrete Air Content Slump Air Temp 7D Str 28D Str Date Sample Temp % deg F in deg F psi psi 4/28/2016 16000780 3.00 87 3.75 75 3720 4540 4/22/2016 16000171 4.10 74 4.00 57 3680 4760 1/22/2016 49017411 3.10 57 3.00 4430 5550 72077571 3.10 57 3.00 4430 5550 11/24/2015 30022037 4.20 63 4.50 59 3810 4350 7/14/2015 98155317 4.90 4.00 81 4080 5280 3/17/2015 12721392 4.50 72 4.00 75 2710 3850 7408565 4.20 72 3.50 75 3050 3900 12/16/2014 9449762 3.00 61 4.50 39 4480 5420 12/9/2014 18362646 3.70 61 4.00 45 5250 6030 67865521 3.50 61 5.00 39 4510 5420 23039105 3.30 63 5.00 36 5290 6080 12/112014 68646730 3.50 61 5.00 37 5290 6390 83148911 3.80 57 4.50 36 5230 5870 23893514 3.50 57 4.00 36 5090 5600 34692800 3.70 59 4.00 36 5040 6340 22952568 4.60 61 4.00 57 4980 6080 20689155 4.40 57 4.00 45 4640 5280 11/25/2014 98044099 4.70 59 4.50 46 5220 5920 441124 4.60 59 4.25 39 5000 6050 10256237 4.20 57 4.00 37 4920 5980 11/24/2014 1572883 4.20 57 4.50 54 3330 4390 99837355 3.40 70 4.50 64 4700 66576277 3.50 70 4.75 57 4290 11/20/2014 45384923 3.70 61 4.50 45 4550 9620826 3.20 57 4.75 41 4980 95853135 4.50 66 5.00 43 4970 270172 3.60 57 4.25 43 5310 6250 11/19/2014 30023355 3.60 54 4.25 37 4110 5400 84077812 3.30 55 4.00 34 4220 5300 Date: 6/17/2016 Page 1 of 1 Martin i'ic iwtta Plant: Midlothian Cement 245 Ward Rd.Midlothian,TX 76065 SPECIFICATIONS Portland Cement Bin Number: Car Number: Tons: Type I/II(LowAlkal) Sample Date: May-2016 Monthly Average A.S.T.M C150-16 Spec. Test Spec. Test Chemical Requirements: Limit Result Physical Requirements: Limit Result 5102,(%) A 20.0 Air Content,Volume,(%) 12 max 7 A1203,(%) 6.0 max 4.4 Average Fineness(Blaine),(m2/kg) 280 min 382 Fe203, (%) 6.0 max 3.4 920 max CaO,(%) A 64.2 MgO,(%) 6.0 max 1.4 Autoclave Expansion,(%) 0.80 max -0.02 S03,()/,) 3.0 max 2.7 Loss on Ignition,(%) 3.5 max 2.0 Time of Setting: Insoluble Residue,(%) 1.5 max 0.32 Vicat initial set,minutes 45 min 88 002,(%) A 1.2 375 max Limestone,(%) 5.0 max 2.9 CaCO3 in limestone, (%) 70 min 95 Compressive strengths,(Mpa) 3 days 12.0 min 26.9 7 days 19.0 min 32.4 Potential phase composition,(%):a Compressive strengths,(psi) C3S A 63 3 days 1740 min 3900 C2S A 9 7 days 2760 min 4715 03A 8 Max 6 C4AF A 10 C38+ 4.75(C3A) 100 max 91 Spec. Test Optional Chemical Requirements: Limit Result Total Alkalies(Na20 equiv.),(%) 0.60 max 0.54 A Not Applicable. B Adjusted for limestone perA1.6 We Certify that the above described cement,at the time of shipment meets the chemical and physical requirements of ASTM C-150 specification. Signature: Date: 619/16 Title: Quality Services Manager •y 'BRIDGETTE A Commission HURExpirepr �r� Apse 23,2818 Sof « V Vulcan Materials Company Product Quality Summary Report Period 01/11/2016-07/11/2016 Plant 47116 North Troy Product 511 #57 Concrete Agg Specification TXDOT Grade 4/ASTM 57 1 112"(37.5mm) 100 1"(25mm) 96 314"(19mm) 75 1/2"(12.5mm) 39 318"(9.5mm) 22 #4(4.75mm) 4 #/8(2.36mm) 1 Pan 0.00 Acid Insoluble Residue 8 LA Abrasion 20 Micro-Deval 10 Soundness(MgSO4) 8 FM 6.94 SE 94 4200(75um) 0.38 • Wash Loss(#200175um) 0.4 Absorption 1.1 SPGR(Dry,Gsb) 2.740 SPGR(SSD) 2.770 SPGR(Apparent,Gsa) 2.824 Unit Wt(Loose) 99.2 Unit Wt(Rodded) 107.0 StonemontQC 07/11/2018 Vulcan Materials Company Page: 1 of 2 Vulcan Materials Company Product Quality Summary Report Period 01111/2016-07/11/2016 Query Query Selections Date Created 07/11/2016 Date Range 0111112016.07/11/2016 Plant North Troy BILL i. JOFREEMA?d hV:�nry Publ+o S1 a tE Of TEXAS j'(.'a; ' Liv ;on m Exp Nov 27 2019 11, StonemontQC 07/11/2016 Vulcan Materials Company Page: 2 of 2 REDIMIX CONCRETE) BLENDED FINE AGGREGATE GRADATION 70 % Concrete Sand 30 % Manufactured Sand Source: REDI-MIX CONCRETE, PLANT 136/236 Product: Fine Aggregate, ASTM C33 Section 5.1 Sample Date: 6/21/16 Report Date: 8/9/16 Tested by: JAS ASTM TxDOT Percentage SPEC'S SPEC'S Sieve mm %Ret %Pass - - 11/2 38.10 0 100 - - 1 25.40 0 100 3/4" 19.00 0 100 100 100 1/2" 12.70 0 100 100 100 3/8" 9.51 0 100 100 100 #4 4.76 1 99 95-100 95-100 #8 2.38 9 91 80-100 80-100 #16 1.19 28 72 50-85 50-85 _ #30 0.60 45 55 25-60 25-65 #50 0.30 78 22 05-30 10-35 #100 0.15 97 3 0-10 0-10 Pan 100 0 - - #200 Decant 0.70 - 0 0-3 0-3 Additional Pro•erlies F.M. 2.6 2.3-3.1 2.3-3.1 ABS% 1.13% S.G. 2.66 Dry Rodded Weight (lbsJc.L) 108 Tex 203F S.E.% 65% Voids 34.64 Tex 408A Organic Impurities Lighter Than Standard Tex 4134 °%Deleterious 0% I I Tex•612-J Acid Insolubility 0 1 r "";a,, SANDRA ALLEN..,-':,,t I Io,{v i. Sicie ofTexos • /,1 `:"< ;,1,,C: Y•,a;;Icr E r.. ices ou ..41 Laboratory Manager . BASF We create chemistry January 6,2016 Certificate of Conformance MasterSet®R 300 Admixture formerly Pozzolith 300R BASF Corporation Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio County of Cuyahoga )ss Before me,a Notary Public,in and for the aforesaid State and County,personally appeared Richard Hubbard III,who being duly sworn,deposes and says: That he is a Sr.Technical Specialist for BASF Corporation in Cleveland,Ohio;and That MasterSet R 300 admixture is manufactured by BASF Construction Chemicals;and That MasterSet R 300 admixture and Pozzolith 300R admixture are the same product having identical composition, differing only in designation;and That MasterSet R 300 admixture, based on the chlorides originating from all the Ingredients used In its manufacture, contributes less than 0.0002 percent(2.0 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement;and That MasterSet R 300 admixture meets the requirements for a Type B, Retarding, and Type 0,Water-Reducing and Retarding Admixture specified In ASTM C 494/C 494M, the Standard Specifications for Chemical Admixtures for Concrete, as well as the requirements for Type B and Type D admixtures as specified In Corps of Engineers'CRD-C 87,and AASHTO M194. °a'-crj-SF9: Richard Hubbard III f • _ BASF Corporation—Admixture Systems iiscribed and sworn to before me 4Tf pF oche 611 day of January,2016, 5-2 /Aa/Z4ti Charlene R.Manda Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in Summit County BASF Corporation Construction Chemicals MASTER® 2370Cleveland,Ohio 44122Chagrin nd »BWCDERS Telephone(216)839.7500 I BASF We create chemistry January 6,2016 Certificate of Conformance MasterPozzolith®322 Admixture formerly Pozzolith 322 N BASF Corporation Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio ) County of Cuyahoga )SS Before me,a Notary Public,in and for the aforesaid State and County,personally appeared Richard Hubbard III,who being duly sworn,deposes and says: That he is a Sr.Technical Specialist for BASF Corporation in Cleveland,Ohio;and That MasterPozzolith 322 admixture is manufactured by BASF Corporation—Admixture Systems;and That MasterPozzolith 322 and Pozzolith 322 N admixture are the same product having identical composition,differing only in designation;and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterPozzolith 322 admixture; and That MasterPozzolith 322 admixture,based on the chlorides originating from all the ingredients used in its manufacture,contributes less than 0.00024 percent (2.4 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement;and That MasterPozzolith 322 admixture meets the requirements for a Type A,Water Reducing,Type B,Retarding,and Type D,Water Reducing and Retarding Admixture specified in ASTM C494/C494M and AASHTO M194,the Standard Specification for Chemical Admixtures for Concrete,as well as the requirements for Type A,Type B and Type D admixtures as specified in Corps of Engineers'CRD-C 87. )` t \, t' ( i c k l_ ..,��A,u, /\. L, �\.'N.c. 'tel /` , G �1, '',U L a,„ f, a,,\17r `ct,,'-.. Richard Hubbard Ill + '•l BASF Corporation-Admixture Systems ',,F,°F,°ubscribed and swom to,efore me the 6thday of January, _2016 /` Cha one R.Mandat C Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in Summit County BASF Corporation A��++ of Construction Chemicals pp�A IYIASTER° 23700 Chagrin Boulevard )>B U I L D E R S Cleveland,Ohio 44122 Telephone(216)839-7500 1 i BASF We create chemistry January 6,2016 Certificate of Conformance MasterAir®AE 90 Admixture formerly MB AE 90 BASF Corporation Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio ) County of Cuyahoga )ss Before me,a Notary Public,in and for the aforesaid State and County,personally appeared Richard Hubbard III,who being duly sworn,deposes and says: That he is a Sr.Technical Specialist for BASF Corporation In Cleveland,Ohio;and That MasterAir AE 90 admixture is manufactured by BASF Corporation—Admixture Systems;and That MasterAir AE 90 admixture and MB AE 90 admixture are the same product having identical composition, differing only in designation;and That no calcium chloride or chloride based ingredient is used In the manufacture of MasterAir AE 90 admixture;and That MasterAir AE 90 admixture,based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.000068 percent(0.68 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement;and That MasterAir AE 90 admixture meets the requirements of ASTM C 260,the Standard Specifications for Air-Entraining Admixtures for Concrete,as well as the requirements for air-entraining admixtures as specified in Corps of Engineers CRD-C 13 and AASHTO M154. , ._ ,C,.v' �- .{, k.C( 7,-*-- ( ,,. �P tL SF'.,,, Richard Hubbard III i't, "�t': BASF Corporation-Admixture Systems rici Y ;-.cribed and sworn to before me 4"••744E,,, 4ttire t day of Janua 201 Charlene R.Mandat Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in Summit County BASF Corporation NI14$TE R° Construction Chemicals Its 1 c 23700 Chagrin Boulevard »BUILDERS Cleveland.Ohio 44122 ' 'l.il i-':is Telephone(216)839-7500 '1%._ N.- SUPER„t_ FRITZ•PAK AIR A D M I X TRUER E S AIR ENTRAINING ADMIXTURE ADVANTAGES Cementitious content, concrete temperature, ambi- • Reduces amount of concrete rejected due to low ent temperature or concrete mixes containing ac- entrained air content celerators, retarders, or special admixtures such as • Super Air Plus is a premeasured dry material and superplasticizers or silica fume may require dosage will not freeze rates outside the recommended range. Contact your • Easily transported and dispensed Fritz-Pak distributor with any questions concerning • Improves concrete workability the dosage rates for these products. It is recom- • Addition of SuperAir Plus will not affect the mended that testing be done to determine the suit- water/cement ratio ability of Super Air Plus to your mix designs. • Entrained air content may be easily adjusted prior to job site testing FOR ONE YARD TRAILER MIXERS: • SuperAir Plus is packaged in water-soluble Fritz- Use specially packaged product in 4 oz.water-solu- Pak inner bags for convenient use at plant or job ble bags. (Item#95661). site. FOR MORTARS AND DRY BLENDED DESCRIPTION PRODUCTS: Fritz-Pak Super Air Plus is a dry powdered admix- SuperAir Plus can be used as an air entraining agent ture, packaged in patented ready-to-use water-sol- for the production of mortars and other dry blended uble bags or in bulk (50 lb bags). Super Air Plus is materials.Up to 16%air entrainment can be obtained recommended for all types of air entrained concrete with Super Air Plus. Air contents vary considerably when an increase in entrained air content is neces- depending on the materials used. Use the following sary.Super Air Plus may also be used as a primary table as a guideline: air-entraining admixture. Super Air Plus is compat- ible with all standard concrete admixtures. Desired Dosage of Air Super Air Plus By total weight DIRECTIONSContent By weight of of blend 1. If entrained air content is below the specified level, cement determine which Air Plus product is required. (See 5-7% 0.25-1.25 oz/cwt 0.9-4.5 oz/ton Recommended Dosage Rate). 0.15-0.80 g/kg 28-141 g/MT 2. Each Super Air Plus package is double bagged. 7.10% 1.0-4.0 oz/cwt 5.0-12.0 oz/ton Remove the protective outer bag and add the water- 0.63-2.5 g/kg 156-375 g/MT soluble Fritz-Pak inner bag to plastic concrete. 0 4.0-6.0 oz/cwt 14.0-22.0 oz/ton The entire inner bag will easily dissolve. 10-15/0 2,5-3.75 g/kg 438-688 g/MT 3. Mix at high speed for 5 to 7 minutes to insure that the Super Air Plus is uniformly dispersed COMPATIBILITY throughout the mix. Super Air Plus is compatible with all air-entraining 4. If entrained air content remains below specified admixtures, calcium chloride and other admixtures. levels,more Super Air Plus may be added. When used with other admixtures,each one must be dispensed separately into the mix. RECOMMENDED DOSAGE RATE APPLICABLE STANDARDS FOR CONCRETE: Super Air Plus meets ASTM C-260,AASHTO M-154 &CRD C-13 specifications. Super Air Plus.For larger increases in entrained air content, use one 8-oz bag (227 g)of Super Air Plus PACKAGING to increase the entrained air content for a full load 8-oz. (227 grams)water soluble bag,60 bags of concrete by 3/4 to 2%. For use as a primary air- per case, 35 cases per pallet(item#95664) entraining admixture, a Super Air Plus dosage rate • 50-lb paper bag,40 bags per pallet(item of 0.25 to 1.25 oz./cwt. (0.15 to 0.80 g/kg) is recom- #95667) mended to achieve 5 to 7%entrained air content. Fritz-Pak Corporation• Mesquite,TX USA•Tel: 214-221-9494 • Fax: 214-349-3182•www.fritzpak.com Product Bulletin#124 43 up Lush ER AIR FR ITZ.PAIL C 0 N C RE TS AO Nit tU CS AIR ENTRAINING ADMIXTURE Q. What is the raw material used in the production of Super Air Plus? A. Vinsol Resin, a natural air entrainer. • Q. Are these products compatible with synthetic air entrainers? ---•'` A. Yes.Additionally the spacing and size of air "k `°Entraining'"" bubbles is improved when natural air entrainers w� •� ` t ,' are used to correct synthetic air entrainers. :vv. mac' Q. Can they be used in dry-blended materials like mortars and stuccos? c .•• -�-zfrmr' `' A. Yes. See the recommended dosage rate chart. y. w• M. •�a 1 - Q. Are SuperAir Plus and Air Plus effective in concrete with fly ash containing high levels of • 4-oz. water soluble bag,60 bags per case,35 organic compounds(i.e. high L01)? cases per pallet(item#95661) A. Yes. Natural air entrainers are more effective than synthetic air entrainers. FAQs Q. What does increased air content do to Q. Can I add Super Air Plus or Air Plus to water to concrete? make a liquid admixture? A. It increases its durability by making it more A. No. Some of the components will only dissolve resistant to damage from freezing. under special conditions of temperature and pH. Q. Will it change the set time? Q. How long have the products been in the A. No,it will not speed or slow the set. market? A. Since 1992. Q. What standards does Super Air Plus meet? A. They meet ASTM C-260,AASHTO M-154 and PRECAUTIONS CRD C-13 standards. All Fritz-Pak Concrete Admixtures should be stored in a dry location, protected from breakage, deterioration Q. Will it affect the strength of my concrete? and contamination. They are not subject to damage A. It will not significantly change strength, and it from freezing temperatures. will increase durability. WARRANTY Q. What is the difference between Super Air Plus The information and recommendations in this publication are,to the and Air Plus? best of our knowledge,reliable.Suggestions made concerning uses A. Super Air Plus has twice the concentration of or applications are only the opinion of Fritz-Pak Corporation and us- ers should make their own tests to determine the suitability of these the active ingredient of Air Plus. products for their own particular purposes. Because of numerous factors affecting results, Fritz-Pak Corporation makes no warranty Q. Which product should I use,Air Plus or Superofany kind,expressed or implied,including those of merchantability Air Plus'? and fitness for purpose. Statements herein,therefore, should not be construed as representations or warranties.The responsibility of A. Air Plus should be used by concrete producers Fritz-Pak Corporation for claims arising out of breach of warranty, who have very consistent quality in their supply negligence,strict liability,or otherwise are limited to the purchase of raw materials,thus only needing small price of the materials. corrections of air. Concrete producers that u.s.Patents No,4,961,790 and No.5,120,367. have variation in their quality of raw materials normally experience wider fluctuations in air ©2009 Fritz-Pak Corporation content and should consider using Super Air Plus. Fritz-Pak Corporation • Mesquite,TX USA•Tel: 214-221-9494 • Fax:214-349-3182•www.fritzpak.com Product Bulletin#124 44 DIFMIX Slifer 6.044FIVI CONCRETE) June 24,2016 Redi-Mix Concrete,L.LC To: RKM Utility Services Inc a US Concrete Company The Technical Service Department 331 North Main St. Project: Bums Street Reconstruction-Coppell Euless,TX 76039 Office:(817)835-4100 RE: Submittal Provisions RedimixQC@us-concrete.com www.usconc rete.00m Enclosed you will find the necessary submittal documents for the referenced project above for your review. Redi-Mix's strength guarantee per ASTM C94 will not be effective unless the field sampling has been done per ASTM C172 and ASTM C31 and the laboratory testing fully complies with ASTM C39 and ASTM C1077.Redi-Mix will also guarantee the strength performance of the mix designs submitted for a concrete temperature between 55°F and 95°F provided the design plastic properties are not exceeded and the concrete is placed within 90 minutes of batch time.This concrete temperature range shall not supersede any more restrictive temperature specification.All concrete should be placed and cured with the appropriate ACI guidelines and recommendations for hot and cold weather concreting.Redi-Mix cannot be responsible for non-conformance of strength if cylinders are not cured per ACI 301,section 1.6.3.2.d.Hot weather concreting practices will require the purchaser to order ice and/or chilled water to meet concrete temperature specifications.The purchaser shall be responsible for precautions taken against excessive wind,heat and low humidity per ACI 305 guidelines.The purchaser shall assume responsibility for any concrete defects related to the finishing process(cracking,scaling,dusting,delamination,discoloration, etc.),which is beyond Redi-Mix's control.This includes proper preparation,compaction and wetting of subgrade as well as proper spacing and depth of joints and rebar.During periods of cold weather,all concrete surfaces should be protected from freezing for at least the first 24 hours after placement to allow the concrete to attain a compressive strength of 500 psi.Should the purchaser elect not to order temperature control measures,the purchaser shall then assume all liability for costs associated with rejected concrete due to non-compliant concrete temperature. According to ACI 304.2R Section 4.2.1"Placing Concrete by Pumping Methods",the inside diameter of the hose should be a minimum of 3 times the maximum angular aggregate size of the concrete.(ASTM C33 allows#57LS to have up to 5%retained on the 1"sieve).It is recommended to minimize or eliminate the free fall of concrete to avoid loss of air content.Depending on boom configurations,alterations to the mix design may be required.With regard to pumped concrete,the various boom configurations,length of hose,line reductions and free fall distance are beyond Redi-Mix's control and we therefore cannot be responsible for loss of air content or any costs associated with either rejected fresh concrete or the removal and replacement of hardened concrete due to non-compliant air content resulting from this or from placing concrete outside of the slump range specified on the mix design. We thank you for allowing us to submit these documents for your review.Please copy Redi-Mix with the approved submittal.The approved submittal allows Redi-Mix to review any notes,comments or exceptions made by the engineer or owner relating to the specification.Failure to notify us prior to first placement shall constitute acceptance of the submitted mix designs and submittal provisions.Please order by mix number when scheduling concrete delivery. We request that Redi-Mix be added to the list of names receiving copies of testing laboratory information for this project.ASTM C94 entitles a manufacturer to receive copies of all test reports when strength of concrete is used as a basis for acceptance.This information is another tool for Redi-Mix to review and monitor the quality and performance of the concrete product delivered.In the event of limited material availability,substitution of a similar performing material may be required.All substituted materials will meet the appropriate ASTM requirements.In order to maintain the required mix volume,weights of individual materials may be varied to accommodate different material specific gravities.Material certifications for substituted materials are available upon request. The information within this submittal is confidential and the exclusive property of Redi-Mix.It shall not be disseminated to third parties without written permission from Redi-Mix Concrete. Please contact Technical Services with any questions at(817)835-4077. Respectfully, Daniel Jeray Technical Services Manager DI-MIX Date: 6/24/2016 CONCRETE Mix Number: 50K11504 Redi-Mix Concrete,L.P. Strength: 3600 psi @ 28 days AUS-Concrete Company 331 N.Main St Description: 5.5 SK NR/NA - LOW SLUMP Euless,TX 76039 Technical Service: Plant No.: 136 / 236 Dispatch:(6:(8177 D17)835-4020 E-mail: Customer: KM Utility Services Inc redimixoc@us-concrete.wnt www us-concrete corn Project: Burns Street Reconstruction - Coppell Usage: Machine Placed Saturated Surface Dry Weights Per Cubic Yard vol Material Source Quantity (ftA3) ASTM C150 Type I/II Cement Martin Marietta, Midlothian 517 lb 2.63 0 lb 0.00 ASTM C33 No. 57 LS Vulcan, North Troy 1850 lb 10.82 ASTM C33 Fine Aggregate Redi-Mix Concrete 1427 lb 8.60 ASTM C494 A&D NRWR/B&D NRWR Retarder BASF Pozzolith322/MasterSet R 300 0-5 oz/cwt ASTM C260 Air Entrainment BASF MasterAir AE90/*Fritz SuperAir Plus 0-4 oz/cwt 1.08 ASTM C94 Water 29 gal 3.87 ' Total Volume: 27.00 Specified Slump 2 +/- 1" Specified Air Percent: 4.5 +/- 1.5% Wet Unit Weight: 149.5 Ib/ft^3 Design w/(c+p) ratio: 0.47 E4 The use of an EF Technology mix design will reduce the amount of CO2 entering the atmosphere, thereby reducing potential global warming. Technology "Your Project, Our World" Notes: Please make sure that redimixqc@us-concrete.com is on the list to receive break reports. Admixtures may be adjusted, depending on ambient conditions, at time of plac-,ven . *:' Entrainment may be adjusted using Fritz Super Air • �� ,AZA j6 BY:rM DATE: , •.•• i; NO EXCEPTION TAKEN ❑ MAKE CORRECTIONS NOTED E3REVISE&RESUBMIT 0 REJECTED __ To rehbqnisutr:sazhectotmodroedocfratushiesterm drrrrn^al;yvCiis sicdraoosca,pri.'lic�c�cctteoowhstaeeui YOLK CONSULTING, INC. This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete.It's the resAd�si llity of the purchaser to determine whether this mix design meets project specifications and is appropriate for the anticipated environment conditions.The specified strengt guarantee per ASTM C94,' - - ' sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C10 . . .... . .mi a.material avaliability,substitution of a similar performing material may be required.All substituted materials will meet the appropriate ASTM requirements.In order to maintain the required mix volume,weights of individual materials may be vaned to accommodate different material specific gravities.Material certifications for subSbtuted materials are avaliable upon request. All Redi-Mix Concrete mix designs are proprietary and confidential.The information contained in this submittal is only intended for parties associated with this project to validate the mix design materials,properties and its performance.Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited. r ✓ rl • U) 0_ 0 O O C() >, II CS N 7 f 7 co O N.- N LL T CE (T1 Ri 04 7 0 N a) 7 WC C C N., N . 1 J J I I I N. I I I I I , 0 • • 0 • • I in co I I I I r cn I i CIv • Y 0 a) E • i CO co y � Y = • U � C J X MN „ I o Z +' C • I LO QCan Q L C 0 Ce 1 I • r I i 0o 0 0 0 0 0 0 0 LO 0 N. CO CO U) 0� Tr M q 6uoi S OA!SSOJdu1o3 iDI MIX Date: 6/24/2016 TCONCRETE) Mix Number: 10M11504 Redi-Mix Concrete,L.P. Strength: 4500 psi @ 28 days A US-Concrete Company331 N.Main St Description: 6.5 SK NR/NA Euless,Tx 76039 Technical Service: (817)-835-4187 Plant No.: 136 / 236 Dispatch:(817)835-4020 E-mail: Customer: RKM Utility Services Inc redimixac(Mus-concretecom www.us-concretecom Project: Burns Street Reconstruction - Coppell Usage: Hand Placed Saturated Surface Dry Weights Per Cubic Yard Vol Material Source Quantity (ftA3) ASTM C150 Type 1/1ICement Martin Marietta, Midlothian 611 lb 3.11 0 0.00 ASTM C33 No. 57 LS Vulcan, North Troy 1850 lb 10.82 ASTM C33 Fine Aggregate Redi-Mix Concrete 1326 lb 7.99 ASTM C494 A&D NRWR/B&D NRWR Retarder BASF Pozzolith322/ MasterSet R 300 0-5 oz/cwt ASTM C260 Air Entrainment BASF MasterAir AE90/*Fritz SuperAir Plus 0-4 oz/cwt 1.08 30 gal 4.00 Total Volume: 27.00 Specified Slump 4 +/- 1" Specified Air Percent: 4.5 +/- 1.5% Wet Unit Weight: 149.5 Ib/ft^3 Design w/(c+p) ratio: 0.41 04 E The use of an EF Technology mix design will reduce the amount of CO2 entering the atmosphere, thereby reducing potential global warming. Technology "Your Project, Our World" Notes: Please make sure that redimixqc@us-concrete.com is on the list to receive break reports. Admixtures may be adjusted, depending on ambient conditions, at time of placement. *Air Entrainment may be adjusted using Fritz Super Air Plus This mix has been designed to meet the requirements of this project based on the information sent to Redi-mix Concrete.It is the responsibility of the purchaser to determine whether this mix design meets project specifications and is appropriate for the anticipated environment conditions.The specified strength guarantee per ASTM C94 will not be effective unless field sampling has been done per ASTM C172 and ASTM C31 and the laboratory fully complies with ASTM C39 and ASTM C1077.In the event of limited material avaliability,substitution of a similar performing material may be required.All substituted materials will meet the appropriate ASTM requirements.In order to maintain the required mix volume,weights of individual materials may be varied to accommodate different material specific gravities.Material certifications for substituted materials are avaliable upon request. All Redi-Mix Concrete mix designs are proprietary and confidential.The information contained in this submittal is only intended for parties associated with this project to validate the mix design materials,properties and its performance.Use of this submittal for other purposes without permission or consent from Redi-Mix Concrete is strictly prohibited. THEus NEW RESOURCE FOR THE CONSTRUCTION INDUSTRY CDNI,RETE FF REDI-MIX LABORATORY CONCRETE-) STRENGTH PERFORMANCE 201 WEST EULESS 76040 SS BLVD A .A U.S.CONCRETE COMPANY REPORT Tel: 817-835-4077 Mix : Historical Data for Mix#10M11504 Period : 05 Jun 2014 To 26 Feb 2016 Number of Tests 11 Specified Strength 4500 28 Day Compressive Test Average Strength 5870 Corrected CotV 0 ACI Running Average of 3 Criteria Yes Required Strength 5700 Standard Deviation 0 ACI Standard Deviation Criteria Yes Concrete Air Content Temp Slump Air Temp 7D Str 28D Str deg F m deg F psi psi Count 11 11 11 11 11 11 Average 4.25 78 4.11 72 4640 5870 STDEV 0.53 17 0.72 18 590 840 COV% 12.5 22.3 17.5 25.3 12.8 14.2 Range Min 3.20 45 3.00 37 3780 4450 Range Max 4.80 93 5.00 88 5880 7760 Concrete Air Content Slump Air Temp 7D Str 28D Str Date Sample deg F in deg F psi psi 2/26/2016 85173001 4.20 45 3.25 63 5080 5860 10/7/2015 65117318 3.70 88 3.50 81 3780 4450 9/9/2015 97324900 3.90 93 3.75 77 5880 7760 8/17/2015 58408724 4.40 93 4.75 84 3800 5410 6/4/2015 48218008 4.80 90 4.75 81 4750 5800 5/18/2015 83991777 4.60 90 5.00 88 4430 5340 4/16/2015 1520404 3.20 82 3.50 75 4860 6150 4/6/2015 42054334 4.60 82 4.50 81 4670 6380 11/14/2014 49618828 3.80 57 3.00 39 4770 6370 8/26/2014 55259415 4.80 54 4.50 37 4780 5710 6/5/2014 37513527 4.70 84 4.75 88 4190 5330 Date: 5/17/2016 Page 1 of 1 Martin Maiette Plant: Midlothian Cement 245 Ward Rd. Midlothian,TX 76065 SPECIFICATIONS Portland Cement Bin Number: Car Number: Tons: Type I/Il(Low Alkali) Sample Date: May-2016 Monthly Average A.S.T.M 0150-16 Spec. Test Spec. Test Chemical Requirements: Limit Result Physical Requirements: Limit Result Si02, (%) A 20.0 Air Content,Volume, (%) 12 max 7 A1203, (%) 6.0 max 4.4 Average Fineness(Blaine), (m2/kg) 280 min 382 Fe203, (%) 6.0 max 3.4 420 max CaD, (%) A 64.2 MgO,(%) 6.0 max 1.4 Autoclave Expansion, (%) 0.80 Max -0.02 SO3, (%) 3.0 max 2.7 Loss on Ignition, (%) 3.5 max 2.0 Time of Setting: Insoluble Residue,(%) 1.5 max 0.32 Vicat initial set,minutes 45 min 88 CO2,(%) A 1.2 375 max Limestone,(%) 5.0 max 2.9 CaCO3 in limestone, (%) 70 min 95 Compressive strengths,(Mpa) 3 days 12.0 min 26.9 7 days 19.0 min 32.4 Potential phase composition, (%):B Compressive strengths,(psi) C3S A 63 3 days 1740 min 3900 C2S A 9 7 days 2760 min 4715 C3A 8 Max 6 C4AF A 10 C3S+ 4.75(C3A) 100 max 91 Spec. Test Optional Chemical Requirements: Limit Result Total Alkalies(Na20 equiv.), (%) 0.60 max 0.54 A Not Applicable. B Adjusted for limestone per A1.6 We Certify that the above described cement, at the time of shipment meets the chemical and physical requirements of ASTM C-150 specification. Signature: �" Date: 6/9116 Title: Quality Services Manager IC)*4161,111 ` 'B RipGETTE R HURST MYCommission Expires •April 23,2018 \—\ t..e q tip Vulcan Materials Company ` Product Quality Summary Report Period 03/24/2015-03/24/2016 Plant 47116 North Troy Product 511 #57 Concrete Agg Specification TXDOT Grade 4/ASTM 57 1 1/2"(37.5mm) 100 1"(25mm) 96 3/4"(19mm) 74 1/2"(12.5mm) 40 3/8"(9.5mm) 24 #4(4.75mm) 5 #8(2.36mm) 1 #200(75um) 0.66 Pan 0.00 LA Abrasion 22 FM 6.90 SE 93 Flat/Elongated(3:1) 6 Flat/Elongated(5:1) 2 4200(75um) 0.30 Wash Loss(#200/75um) 0.4 Absorption 1.1 SPGR(Dry,Gsb) 2.730 SPGR(SSD) 2.760 SPGR(Apparent,Gsa) 2.814 Unit Wt(Loose) 93.6 Unit Wt(Rodded) 97.6 Unit Wt SSD(Loose) 95 Unit Wt SSD(Rodded) 99 Voids(Loose) 45 Voids(Rodded) 42 StonemontQC 03/24/2016 Vulcan Materials Company Page: 1 of 2 Vulcan Materials Company Product Quality Summary Report Period 03/24/2015-03/24/2016 Query Query Selections Date Created 03/2412016 Date Range 03/24/2015-03/24/2016 Plant North Troy Heather Bigbie ,72 QC Te hnician . _.z.z>",,,.? tate of Texas County of E.A 1)_g41 This instrument was signed before me on 3- 'i--t krs . v"p"`°��-. ohP.". �'e,,� William C Coffee ..i•,, * Notary Public,State of Texas �D� *• /\ 'r p {#cft Comm.Ex ire3 01-27-2018 byFT`r�� 1- (6j5 (Print name of signer) ��`'t •fI, Notary Signature /1 4.1•52-' *affix seal/stamp as close to signature as possible StonemontQC 03/24/2016 Vulcan Materials Company Page: 2 of 2 f t au . n a: I REDi M .....,--- CONCRETE) BLENDED FINE AGGREGATE GRADATION 70 % Concrete Sand 30 % Manufactured Sand Source: RED-MIX CONCRETE, PLANT 136/236 Product: Fine Aggregate, ASTM C33 Section 5.1 Sample Date: 3/24/16 Report Date: 4/30/16 Tested by: WCH ASTM TxDUT Percentage SPEC'S SPEC'S Sieve mm %Ret %Pass - - 1 1/2 38.10 0 100 - - 1 25.40 0 100 3/4" 19.00 0 100 100 100 1/2" 12.70 0 100 100 100 3/8" 9.51 0 100 100 100 #4 4.76 1 99 95-100 95-100 #8 2.38 17 84 80-100 80-100 #16 1.19 39 62 50-85 50-85 #30 0.60 54 46 25-60 25-65 #50 0.30 77 23 05-30 10-35 #100 0.15 96 4 0-10 0-10 Pan 100 0 - #200(Decant) 0.70 - 1 0-3 0-3 Additional Pro•erties F.M. 2.8 2.3-3.1 2.3-3.1 ABS% 1.3 1 S.G. - 2.66 1 Dry Rodded Weight (lbs./c.f.) 106.64 Tex 203E S.E.% 92.9 Voids Tex 408A Organic Impurities Lighter Than Standard Tex 413A %Deleterious . ,. SANDRA ALLEN , r A NolQry Public.Sta e of Texas i / - iii ,,..7!h .0 My Commission Exofres <t-:' March 08, 2017 Laboratory Manager • . . 1 -E a: BASF • We create chemistry January 6,2016 Certificate of Conformance MasterSet®R 300 Admixture formerly Pozzolith 300R BASF Corporation Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio ) County of Cuyahoga )ss Before me,a Notary Public, in and for the aforesaid State and County, personally appeared Richard Hubbard III,who being duly sworn,deposes and says: That he is a Sr.Technical Specialist for BASF Corporation in Cleveland,Ohio;and That MasterSet R 300 admixture is manufactured by BASF Construction Chemicals;and That MasterSet R 300 admixture and Pozzolith 300R admixture are the same product having identical composition, differing only in designation;and That MasterSet R 300 admixture, based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.0002 percent(2.0 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement;and That MasterSet R 300 admixture meets the requirements for a Type B, Retarding,and Type D,Water-Reducing and Retarding Admixture specified in ASTM C 494/C 494M, the Standard Specifications for Chemical Admixtures for Concrete, as well as the requirements for Type B and Type D admixtures as specified in Corps of Engineers'CRD-C 87,and AASHTO M194. ,°h► SF',,.,; Richard Hubbard III :'.x0,fi f9< BASF Corporation—Admixture Systems '* x= =,, Fz ` tfscribed and sworn to before me ,,!4rf of a 6th day of January,2016 Charlene R. Mandat -- Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in Summit County BASF Corporation MASTER b Construction Chemicals MASTER° 23700 Chagrin Boulevard >>BUILDERS Cleveland,Ohio 44122 Telephone(216)839-7500 ;,'.,,YATi ',,,. , fBASF i - We create chemistry January 6,2016 Certificate of Conformance MasterPozzolith®322 Admixture formerly Pozzolith 322 N BASF Corporation Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio ) County of Cuyahoga )SS Before me,a Notary Public, in and for the aforesaid State and County,personally appeared Richard Hubbard Ill,who being duly sworn,deposes and says: That he is a Sr.Technical Specialist for BASF Corporation in Cleveland,Ohio;and That MasterPozzolith 322 admixture is manufactured by BASF Corporation—Admixture Systems;and That MasterPozzolith 322 and Pozzolith 322 N admixture are the same product having identical composition,differing only in designation;and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterPozzolith 322 admixture; and That MasterPozzolith 322 admixture,based on the chlorides originating from all the ingredients used in its manufacture,contributes less than 0.00024 percent (2.4 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement;and That MasterPozzolith 322 admixture meets the requirements for a Type A,Water Reducing,Type B,Retarding,and Type D,Water Reducing and Retarding Admixture specified in ASTM C494/C494M and AASHTO M194,the Standard Specification for Chemical Admixtures for Concrete,as well as the requirements for Type A,Type B and Type D admixtures as specified in Corps of Engineers'CRD-C 87. lst p S A t / \ < _ ,fl' #: \ d_r✓Xi\� \it ==o,� 9r? Richard Hubbard III tW BASF Corporation-Admixture Systems ",..„°,F,°tubscribed and sworn to oefore me the 6th,day of January, 016_ e . - 7 Char ene R. Mandat ; Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in Summit County BASF Corporation Construction Chemicals MASTER® 23700 Chagrin Boulevard >>BUILDERS lip Cleveland,Ohio 44122 Telephone(216)839-7500 ,SOLtt i'IONS BASF We create chemistry January 6,2016 Certificate of Conformance MasterAir®AE 90 Admixture formerly MB AE 90 BASF Corporation Admixture for Concrete TO WHOM IT MAY CONCERN: State of Ohio ) County of Cuyahoga )ss Before me,a Notary Public,in and for the aforesaid State and County,personally appeared Richard Hubbard Ill,who being duly sworn,deposes and says: That he is a Sr.Technical Specialist for BASF Corporation in Cleveland,Ohio;and That MasterAir AE 90 admixture is manufactured by BASF Corporation—Admixture Systems;and That MasterAir AE 90 admixture and MB AE 90 admixture are the same product having identical composition, differing only in designation;and That no calcium chloride or chloride based ingredient is used in the manufacture of MasterAir AE 90 admixture;and That MasterAir AE 90 admixture,based on the chlorides originating from all the ingredients used in its manufacture, contributes less than 0.000068 percent(0.68 ppm)chloride ions by weight of the cement when used at the rate of 65 mL per 100 kg(1 fluid ounce per 100 pounds)of cement;and That MasterAir AE 90 admixture meets the requirements of ASTM C 260,the Standard Specifications for Air-Entraining Admixtures for Concrete,as well as the requirements for air-entraining admixtures as specified in Corps of Engineers CRD-C 13 and AASHTO M154. r‘0.'\";,1".".,;'",‘„, Richard Hubbard III irQ�, ge%"-' BASF Corporation-Admixture Systems 1* •_ 4-` x '. *•.cribed and sworn to before me '�.,L2t eday of Januar}'201 Charlene R.Mandat Notary Public,State of Ohio My Commission Expires November 4,2016 Recorded in Summit County BASF Corporation MASTER® Construction Chemicals 23700 Chagrin Boulevard >>BUILDERS Cleveland,Ohio 44122 i Telephone(216)839-7500 { FR ITZ•PA K „ J.% SUPERAIR PLUS CONCRETE ADMIXTURES AIR ENTRAINING ADMIXTURE ADVANTAGES Cementitious content, concrete temperature, ambi- • Reduces amount of concrete rejected due to low ent temperature or concrete mixes containing ac- entrained air content celerators, retarders, or special admixtures such as • Super Air Plus is a premeasured dry material and superplasticizers or silica fume may require dosage will not freeze rates outside the recommended range. Contact your • Easily transported and dispensed Fritz-Pak distributor with any questions concerning • Improves concrete workability the dosage rates for these products. It is recom- • Addition of Super Air Plus will not affect the mended that testing be done to determine the suit- water/cement ratio ability of Super Air Plus to your mix designs. • Entrained air content may be easily adjusted prior to job site testing FOR ONE YARD TRAILER MIXERS: • Super Air Plus is packaged in water-soluble Fritz- Use specially packaged product in 4 oz. water-solu- Pak inner bags for convenient use at plant or job ble bags. (Item#95661). site. FOR MORTARS AND DRY BLENDED DESCRIPTION PRODUCTS: Fritz-Pak Super Air Plus is a dry powdered admix- Super Air Plus can be used as an air entraining agent ture, packaged in patented ready-to-use water-sol- for the production of mortars and other dry blended uble bags or in bulk (50 lb bags). Super Air Plus is materials. Up to 16%air entrainment can be obtained recommended for all types of air entrained concrete with Super Air Plus. Air contents vary considerably when an increase in entrained air content is neces- depending on the materials used. Use the following sary. Super Air Plus may also be used as a primary table as a guideline: air-entraining admixture. Super Air Plus is compat- ible with all standard concrete admixtures. Desired Dosage of Air Super Air Plus By total weight DIRECTIONS Content By weight of of blend 1. If entrained air content is below the specified level, cement determine which Air Plus product is required. (See 5-7% 0.25-1.25 oz/cwt 0.9-4.5 oz/ton Recommended Dosage Rate). 0.15-0.80 g/kg 28-141 g/MT 2. Each Super Air Plus package is double bagged. ° 1.0-4.0 oz/cwt 5.0-12.0 oz/ton Remove the protective outer bag and add the water- 7-10/° 0.63-2.5 g/kg 156-375 g/MT soluble Fritz-Pak inner bag to plastic concrete. 10-15% 4.0-6.0 oz/cwt 14.0-22.0 oz/ton The entire inner bag will easily dissolve. 2.5-3.75 g/kg 438-688 g/MT 3. Mix at high speed for 5 to 7 minutes to insure that the Super Air Plus is uniformly dispersed COMPATIBILITY throughout the mix. Super Air Plus is compatible with all air-entraining 4. If entrained air content remains below specified admixtures, calcium chloride and other admixtures. levels, more Super Air Plus may be added. When used with other admixtures, each one must be dispensed separately into the mix. RECOMMENDED DOSAGE RATE APPLICABLE STANDARDS FOR CONCRETE: Super Air Plus meets ASTM C-260,AASHTO M-154 & CRD C-13 specifications. Super Air Plus. For larger increases in entrained air content, use one 8-oz bag (227 g) of Super Air Plus PACKAGING to increase the entrained air content for a full load • 8-oz. (227 grams)water soluble bag, 60 bags of concrete by 3/ to 2%. For use as a primary air per case, 35 cases per pallet(item#95664) entraining admixture, a Super Air Plus dosage rate 50-lb paper bag, 40 bags per pallet(item of 0.25 to 1.25 oz./cwt. (0.15 to 0.80 g/kg) is recom- #95667) mended to achieve 5 to 7% entrained air content. Fritz-Pak Corporation • Mesquite, TX USA• Tel: 214-221-9494 • Fax: 214-349-3182 •www.fritzpak.com Product Bulletin#124 43 FR ITZ•PAK SUPER AIR PLUS CONCRETE ADMIXTURES• AIR ENTRAINING ADMIXTURE AN Q. What is the raw material used in the production of Super Air Plus? A. Vinsol Resin, a natural air entrainer. a Q. Are these products compatible with synthetic air 1r entrainers? entrainers? A. Yes.Additionally the spacing and size of air bubbles is improved when natural air entrainers are used to correct synthetic air entrainers. Q. Can they be used in dry-blended materials like mortars and stuccos? A. Yes. See the recommended dosage rate chart. Q. Are Super Air Plus and Air Plus effective in concrete with fly ash containing high levels of • 4-oz. water soluble bag, 60 bags per case, 35 organic compounds (i.e. high LOI)? cases per pallet(item#95661) A. Yes. Natural air entrainers are more effective than synthetic air entrainers. FAQs Q. What does increased air content do to Q. Can I add Super Air Plus or Air Plus to water to concrete? make a liquid admixture? A. It increases its durability by making it more A. No. Some of the components will only dissolve resistant to damage from freezing. under special conditions of temperature and pH. Q. Will it change the set time? Q. How long have the products been in the A. No, it will not speed or slow the set. market? A. Since 1992. Q. What standards does Super Air Plus meet? A. They meet ASTM C-260,AASHTO M-154 and PRECAUTIONS CRD C-13 standards. All Fritz-Pak Concrete Admixtures should be stored in a dry location, protected from breakage, deterioration Q. Will it affect the strength of my concrete? and contamination. They are not subject to damage A. It will not significantly change strength, and it from freezing temperatures. will increase durability. WARRANTY Q. What is the difference between Super Air Plus The information and recommendations in this publication are,to the and Air Plus? best of our knowledge,reliable.Suggestions made concerning uses A. Super Air Plus has twice the concentration of or applications are only the opinion of Fritz-Pak Corporation and us- ers should make their own tests to determine the suitability of these the active ingredient of Air Plus. products for their own particular purposes. Because of numerous factors affecting results, Fritz-Pak Corporation makes no warranty Q. Which product should I use,Air Plus or Super of any kind,expressed or implied,including those of merchantability Air Plus? and fitness for purpose. Statements herein, therefore, should not be construed as representations or warranties.The responsibility of A. Air Plus should be used by concrete producers Fritz-Pak Corporation for claims arising out of breach of warranty, who have very consistent quality in their supply negligence, strict liability, or otherwise are limited to the purchase of raw materials, thus only needing small price of the materials. corrections of air. Concrete producers that have variation in their quality of raw materials U.S.Patents No.4,961,790 and No.5,120,367. normally experience wider fluctuations in air ©2009 Fritz-Pak Corporation content and should consider using Super Air Plus. Fritz-Pak Corporation • Mesquite, TX USA• Tel: 214-221-9494 • Fax: 214-349-3182 •www.fritzpak.com Product Bulletin#124 44 V-V dam' S tiVe I- Access Tactile Systems We appreciate your interest in our Access Tile Tactile Detectable Warning Tile Systems, and as requested we are enclosing our recently updated submittal package. This informative compilation includes a copy of our brochure, product specifications, installation manuals,detail drawings, laboratory test results, cleaning and maintenance instructions,a sample warranty form, a letter of compliance, and our standard colors. This information should prove useful in determining the Access Tile System ( Cast In Place Replaceable or Surface Applied)that is best suited to your project requirements. However, if additional information is required, such as project specific detail drawings and specifications,we would be pleased to produce a detailed proposal specific to your project requirements. The principal features and benefits of Access Tile System represent the latest design innovations for detectable warning tiles.The primary features and benefits of Access Tile Tactile Systems are: • Replaceable Open Ended Design - Better Installations and Easy to Maintain • State or the Art Engineered Composite Technology—Superior Performance • Consistent 2.35" Dome Spacing when Tiles are Adjoined—ADA Compliant • Tamper Proof Stainless Steel Fastener Design with Nylon Anchors—Corrosion Resistant • Diamond Grip"' Micro Prism Design—Enhanced Anti-Slip Surface for Safety • Preassembled Tek Anchor System—Lower Labor Costs • Largest selection of Standard Sizes and Colors—Meets Any Project Requirement • QC Approved and ASTM Tested-Highest Material Standards • Unprecedented 5 Year Standard Warranty—Install With Confidence The following overview of Access Tile Tactile Systems,together with the information contained in our submittal package will confirm the Access Tile System is best suited to meet your project requirements. If you would like to speak directly with our sales or engineering representatives please call us directly by dialing toll free(888)679-4022. Yours truly, \\ \ Jo n Heffner Vice President Access Products Inc. johnh@accessproducts.com ACCESS PRODUCTS INC. 241 Main Street•Suite 100•Buffalo, NY 14203 T: (888)679.4022 F: (877)679.4022 www.accesstile.com I www.accessproducts.com Access m Tactile Systems Product Presentation Access Tile Tactile Systems is a market leader in detectable warnings and tactile systems for the visually impaired..Access Tile Tactile Systems are fully compliant with the Americans with Disabilities Act(ADA). Applications Access Tile Tactile Systems can be used anywhere the safety of the visually impaired is a concern such as curb ramps, depressed curb walkway systems,shopping malls and parking areas. Features Access Tile Tactile Systems are available in a variety of sizes and colors to suit your project specific requirements and a Replaceable Cast in Place design for new construction installations or a Surface Applied design for retrofit applications. Benefits • The Diamond Grip TM Micro Prism Surface provides an enhanced anti-slip surface. • The open-end Easy Cast TM ribbed chevron underside channels air out from under the tile and enables a wet set installation in a matter of minutes. • The tamper resistant fasteners allow for easy access to remove for a life cycle maintenance strategy. • The Engineered Composite Technology provides excellent Cost/Value. • The 2.35" Dome Spacing is ADA Compliant. For Additional Information Please visit the Access Tile Tactile Systems website at www.accesstile.com Contact Access Products Inc 241 Main St., Suite 100 Buffalo, New York 14203 (888) 679-4022 ACCESS PRODUCTS INC. 241 Main Street•Suite 100•Buffalo, NY 14203 T: (888)679.4022 F:(877)679.4022 www.accesstile.com I www.accessproducts.com REPLACEABLE CAST IN PLACE DETECTABLE/TACTILE WARNING SURFACES SECTION 32 17 26 REPLACEABLE CAST IN PLACE DETECTABLE/TACTILE WARNING SURFACES PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Special Conditions and Division 1 Specifications Section, apply to this Section. 1.02 DESCRIPTION A.This Section specifies furnishing and installing Replaceable Cast in Place Detectable/Tactile Warning Tiles where indicated. 1.03 SUBMITTALS A. Product Data: Submit manufacturer's literature describing products, installation procedures and routine maintenance. B.Samples for Verification Purposes:Submit two (2)tile samples minimum 12"x12"of the kind proposed for use. C. Shop drawings are required for products specified showing fabrication details, composite structural system,tile surface profile,fastener and anchor locations, plans of tile placement including joints, and material to be used as well as outlining installation materials and procedure. D. Material Test Reports:Submit complete test reports from qualified accredited independent testing laboratories to qualify that materials proposed for use are in compliance with requirements and meet or exceed the properties indicated on the specifications.All tests shall be conducted on a Replaceable Cast In Place Detectable Tactile Warning Tile system as certified by a qualified independent testing laboratory and be current within a 60 month period. E. Maintenance Instructions:Submit copies of manufacturer's specified installation and maintenance practices for each type of Detectable Warning Tile and accessory as required. 1.04 QUALITY ASSURANCE A. Provide Replaceable Cast in Place Detectable/Tactile Warning Tiles and accessories as produced by a single manufacturer with a minimum of three (3)years experience in the manufacturing of Cast in Place Detectable/Tactile Warning Tiles. B. Installer's Qualifications: Engage an experienced installer certified in writing by Replaceable Cast in Place Detectable/Tactile Warning Tile manufacturer as qualified for installation,who has successfully completed installations similar in material, design, and extent to that indicated for project. C.Americans with Disabilities Act(ADA): Provide Replaceable Detectable/Tactile Warning Tiles which comply with the detectable warnings on walking surfaces section of the Americans with Disabilities Act (Title III Regulations, 28 CFR Part 36 ADA STANDARDS FOR ACCESSIBLE DESIGN,Appendix A,Section 4.29.2 DETECTABLE WARNINGS ON WALKING SURFACES). D. California Code of Regulations (CCR): Provide only approved DSAAC detectable warning products as provided in the California Code of Regulations (CCR)Title 24,Section 1112A.9 and 11276.5 for"Curb Ramps" and Section 11336.8.5 for"Detectable Warnings at Hazardous Vehicular Areas". E. Engineered Polymer Composite Replaceable Cast in Place Detectable/Tactile Warning Tiles shall be manufactured from an ultra violet stabilized polymer composition with fiberglass reinforcement,the tile shall incorporate an in-line pattern of truncated domes measuring nominal 0.2" height,0.90" base diameter,and 0.45"top diameter, and spaced center-to-center 2.35"as measured side by side. For wheelchair safety the field area shall consist of a high density, diamond gripTM pyramid micro texture of raised points 0.05" high; "Access Tile" as manufactured by Access Products, Inc.,Tel: 888-679-4022, or approved equal. 1. Dimensions: Replaceable Cast in Place Detectable/Tactile Warning Tiles shall be held within the following dimensions and tolerances: Specifiers Note:Edit section below by selecting desired length and width. Delete non-relevant dimensions. Length and Width: [12x12] [24x36] [24x48] [24x60] [36x48] [36x60] [15' Radius Curve] {+/-.5"] Fasteners/Anchors: 12 min. �'�'°+✓ ��^?- ai± i wr� v?'s��.,v°� 1 n , i,. div ,rf7", ASTM D 695 Compressive Strength Not less than 25,000 psi ASTM D 790 Flexural Strength Not less than 30,000 ASTM D 570 Water Absorption 0.05% ASTM C 1028 Slip Resistance 0.8 wet/dry ASTM E 84 Flame Spread Index <_ 25 ASTM B 117 Salt Spray No Change (300 hours) ASTM 1308 Chemical Stain No Effect ASTM C 501 Abrasion Resistance Lw>500 ASTM G 155 Accelerated Weathering Delta E<5 (2,000 hours) ASTM D 638 Tensile Strength 12,500 psi AASHTO-H20 Load Bearing at 10,410 lbs. No Cracking, Delamination or Deformation ASTM C 1026 Freeze/Thaw/Heat No Chipping, Cracking or Peeling ASTM D 1037 Accelerated Aging [Freeze/Thaw] No Change in Color, Gloss or Delamination ASTM D 696-03 Linear Thermal Expansion 9.45 x 10-7 per°Fahrenheit 1.05 DELIVERY,STORAGE AND HANDLING A. Replaceable Cast in Place Detectable/Tactile Warning Tiles shall be suitably packaged or crated to prevent damage in shipment or handling. Finished surfaces shall be protected by sturdy plastic wrappings to protect tile from concrete residue during installation and tile type shall be identified by part number. B. Replaceable Cast in Place Detectable/Tactile Warning Tiles shall be delivered to location at building site for storage prior to installation. 1.06 SITE CONDITIONS A. Environmental Conditions and Protection: Maintain minimum temperature of 40°F in spaces to receive Replaceable Cast in Place Detectable/Tactile Warning Tiles for at least 24 hours prior to installation,during installation, and for not less than 24 hours after installation. B.The use of water for work, cleaning or dust control, etc.shall be contained and controlled and shall not be allowed to come into contact with the general public. Provide barricades or screens to protect the general public. 1.07 WARRANTY A. Replaceable Cast in Place Detectable/Tactile Warning Tiles shall be warranted in writing for a period of five (5)years from date of final completion.The guarantee includes defective work, breakage, deformation,fading and loosening of tiles. PART 2 PRODUCTS 2.01 MANUFACTURERS A.The Engineered Polymer Composite Replaceable Cast In Place Detectable/Tactile Warning Tile specified is based on Access Tile manufactured by Access Products, Inc. (888-679-4022) existing engineered and field tested products,which have been in successful service for a period of three (3) years are subject to compliance with requirements, may be incorporated in the work and shall meet or exceed the specified test criteria and characteristics. B. Color:Yellow conforming to Federal Color No.33538.Color shall be homogeneous throughout the tile.Tiles are also available in Dark Grey(Federal Color No. 36118), Onyx Black(Federal Color No. 17038), Brick Red (Federal Color No. 22144),and Colonial Red (Federal Color No. 20109). PART 3 EXECUTION 3.01 INSTALLATION A. During the Replaceable Cast in Place Detectable/Tactile Warning Tile installation procedures, ensure adequate safety guidelines are in place and that they are in accordance with the applicable industry and government standards. B. Prior to placement of the Replaceable Cast in Place Detectable/Tactile Warning Tile system, review manufacturer's instructions and contract drawings with the Contractor prior to the construction and refer any and all discrepancies to Project Engineer. C.The specifications and related materials shall be in strict accordance with the contract documents and the guidelines set by their respective manufacturers. Contact manufacturer for installation instructions relating to asphalt applications. D.The physical characteristics of the concrete shall be consistent with the contract specifications while maintaining a slump range of 4-7 to permit solid placement of the Replaceable Cast in Place Detectable/Tactile Warning Tile system.An overly wet mix will cause the tile to float. Under these conditions,suitable weights such as sandbags shall be placed on tile. E.The concrete pouring and finishing operations require typical mason's tools, however, a 4' long level with electronic slope readout, and 10 lb.sandbags are specific to the installation of the Replaceable Cast in Place Detectable/Tactile Warning Tile system. F.The factory-installed plastic sheeting must remain in place during the entire installation process to prevent the splashing of concrete onto the finished surface of the tile. G.When preparing to set the tile, it is important that no concrete be removed in the area to accept the tile. It is imperative that the installation technique eliminates any air voids under the tile. Gaps in the tile allow air to escape during the installation process. H.The concrete shall be poured and finished true and smooth to the required dimensions and slope prior to the tile placement. 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() t e MAC' 6666000 Q GI /. - C Q _ � � r iiri � �1 W W w o o w o tA5R56 , ikV56 i I CQ w 888E38V99 j .90.0—. o .0Z•00 .,SL 1.1--- m 0 J J Q Q w ! o ~ w o o LU w < UJ CO J 0- ¢ -- Z -.- Z — .ssz AIM 0 N -�� !OO O LU vUJ Li Z _Q1l,i <<z' CO a QQ1%1171' g !,y,ii,11l QA ei ad , '�0a P p PUw W z w 0C)E D(Dc :IC 51 ' 1 u 0_ =MO IngaiiOJLlw fY N Q - Q .o0'Zl J r Q X w ® ^ o w LO CO SURFACE APPLIED DETECTABLE/TACTILE WARNING SURFACES SECTION 32 17 26 SURFACE APPLIED DETECTABLE/TACTILE WARNING SURFACES PART 1 GENERAL 1.01 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Special Conditions and Division 1 Specifications Section, apply to this Section. 1.02 DESCRIPTION A.This Section specifies furnishing and installing Surface Applied Detectable/Tactile Warning Tiles where indicated. Not recommended for asphalt applications. 1.03 SUBMITTALS • A. Product Data: Submit manufacturer's literature describing products, installation procedures and routine maintenance. B.Samples for Verification Purposes: Submit two (2)tile samples minimum 12"x12"of the kind proposed for use. C.Shop drawings are required for products specified showing fabrication details, composite structural system,tile surface profile,fastener locations,sound on cane contact amplification feature, plans of tile placement including joints, and material to be used as well as outlining installation materials and procedure. D. Material Test Reports: Submit complete test reports from qualified accredited independent testing laboratory's to qualify that materials proposed for use are in compliance with requirements and meet or exceed the properties indicated on the specifications.All tests shall be conducted on a Surface Applied Detectable/Tactile Warning Tile system as certified by a qualified independent testing laboratory and be current within a 60 month period. E. Maintenance Instructions: Submit copies of manufacturer's specified installation and maintenance practices for each type of Detectable Warning Tile and accessory as required. 1.04 QUALITY ASSURANCE A. Provide Surface Applied Detectable/Tactile Warning Tiles and accessories as produced by a single manufacturer with a minimum of three (3)years experience in the manufacturing of Surface Applied Detectable/Tactile Warning Tiles. B. Installer's Qualifications: Engage an experienced Installer certified in writing by Surface Applied Detectable/Tactile Warning Tile manufacturer as qualified for installation, who has successfully completed installations similar in material, design, and extent to that indicated for Project. C.Americans with Disabilities Act (ADA): Provide Surface Applied Detectable/Tactile Warning Tiles which comply with the detectable warnings on walking surfaces section of the Americans with Disabilities Act(Title III Regulations, 28 CFR Part 36 ADA STANDARDS FOR ACCESSIBLE DESIGN,Appendix A, Section 4.29.2 DETECTABLE WARNINGS ON WALKING SURFACES). D. California Code of Regulations (CCR): Provide only approved DSAAC detectable warning products as provided in the California Code of Regulations (CCR)Title 24, Part 2, Section 205 definition of "Detectable Warning".Section 1117A.4 and 11276.5 for"Curb Ramps" and Section 1133B.8.5 for "Detectable Warnings at Hazardous Vehicular Areas". E. Engineered Polymer Composite Surface Applied Detectable/Tactile Warning Tiles shall be manufactured from an ultra violet stabilized polymer composition with fiberglass reinforcement,the tile shall incorporate an in-line pattern of truncated domes measuring nominal 0.2" height,0.90" base diameter, and 0.45"top diameter, spaced center-to-center 2.35"as measured side by side. For wheelchair safety the field area shall consist of a high density, diamond gripTM pyramid micro texture of raised points 0.05" high; "Access Tile" as manufactured by Access Products, Inc.,Tel:888-679-4022, or approved equal. 1. Dimensions: Surface Applied Detectable/Tactile Warning Tiles shall be held within the following dimensions and tolerances: Specifiers Note:Edit section below by selecting desired length and width. Delete non-relevant dimensions. Length and Width: [12x12] [24x36] [24x48] [24x60] [36x48] [36x60] [15' Radius Curve] {+/-.5"} 2. Compressive Strength of Tile when tested by ASTM D 695-08 not to be less than 25,000 PSI. 3.Tensile Strength of Tile when tested by ASTM D 638-08 not to be less than 12,500 PSI. 4. Flexural Strength of Tile when tested by ASTM D 790-07 Procedure A, not to be less than 30,000 PSI. 1.05 DELIVERY,STORAGE AND HANDLING A.Surface Applied Detectable/Tactile Warning Tiles shall be suitably packaged or crated to prevent damage in shipment or handling. Finished surfaces shall be protected by sturdy wrappings and tile type shall be identified by part number. B.Surface Applied Detectable/Tactile Warning Tiles shall be delivered to location at building site for storage prior to installation. 1.06 SITE CONDITIONS A. Environmental Conditions and Protection: Maintain minimum temperature of 40°F in spaces to receive Surface Applied Detectable/Tactile Warning Tiles for at least 24 hours prior to installation, during installation, and for not less than 24 hours after installation. B.The use of water for work, cleaning or dust control, etc. shall be contained and controlled and shall not be allowed to come into contact with the general public. Provide barricades or screens to protect the general public. 1.07 WARRANTY A.Surface Applied Detectable/Tactile Warning Tiles shall be warranted in writing for a period of five (5) years from date of final completion. The guarantee includes defective work, breakage, deformation, fading and loosening of tiles. PART 2 PRODUCTS 2.01 MANUFACTURERS A.The Engineered Polymer Composite Surface Applied Detectable/Tactile Warning Tile specified is based on Access Tile manufactured by Access Products, Inc. (888-679-4022)existing engineered and field tested products, which have been in successful service for a period of three (3)years are subject to compliance with requirements, may be incorporated in the work and shall meet or exceed the specified test criteria and characteristics. B. Color: Yellow conforming to Federal Color No. 33538. Color shall be homogeneous throughout the tile.Tiles are also available in Dark Grey(Federal Color No.36118), Onyx Black (Federal Color No. 17038), Brick Red (Federal Color No. 22144), and Colonial Red (Federal Color No. 20109). 2.02 MATERIALS A. Fasteners: Color matched, corrosion resistant,flat head drive anchor:%" diameter x 1%" long as supplied by Access Products, Inc. PART 3 EXECUTION 3.01 INSTALLATION A. During all surface preparation and Surface Applied Detectable/Tactile Warning Tile installation procedures, ensure adequate safety guidelines are in place and that they are in accordance with the applicable industry and government standards. B.The application of all tiles, adhesives, mechanical fasteners, and caulking shall be in strict accordance with the guidelines set by their respective manufacturers. Contact manufacturer for installation instructions relating to asphalt applications. C. Coordinate with the Contractor or Engineer to ensure that the surfaces being prepared and fabricated to receive the tiles are constructed correctly and adequately for tile installation. Review manufacturer and contract drawings with the Contractor prior to the construction and refer any and all discrepancies to the Engineer. D.Set the tile true and square to the curb ramp area as detailed in the design drawings,so that its location can be marked on the concrete surface. A thin permanent marker works well. Remove tile when done marking its location. E.The surface to receive the Surface Applied Detectable/Tactile Warning Tile is to be mechanically cleaned with a diamond cup grinder or shot blaster to remove any dirt or foreign material. This cleaning and roughening of the concrete surface should include at least 4 inches around the perimeter of the area to receive the tile, and also along the cross pattern established by the corresponding areas on the backside of the tile. Those same areas should then be cleaned with a clean rag soaked in Acetone. F. Immediately prior to installing the Surface Applied Detectable/Tactile Warning Tile,the concrete surfaces must be inspected to ensure that they are clean, dry,free of voids, curing compounds, projections, loose material,dust, oil,grease,sealers and determined to be structurally sound and cured for a minimum of 30 days. G. Using Acetone,wipe the backside of the tile around the perimeter and along the internal cross pattern,to remove any dirt or dust particles from the area to receive the adhesive. H.Apply adhesive to the back of the tile following the perimeter and internal cross pattern established by the tile manufacturer. Sufficient adhesive must be placed on the prescribed areas to have full coverage across the 2"width of the adhesive locator and shall be applied to within 1/4"continuously around the perimeter edge of the tile. The entire tube of adhesive shall be applied to the back of each tile,sizes 24"x 36"and greater. I.Set the tile true and square to the curb ramp area as detailed in the design drawings. J.Working from the center of the tile outwards, proceed to drill and install all fasteners in the tile's molded recesses. K.Standing with both feet applying pressure around the molded recess provided in the tile, drill a hole true and straight to a depth of 3Y2" using a 1/4" masonry drill bit. Drill through the tile without hammer option (on the drill) until the tile has been successfully penetrated,then with hammer option (on the drill)to drill into the concrete. Maintaining foot pressure on both sides of the hole while drilling prevents concrete dust from accumulating between the tile and concrete which can affect the tile being installed flush and may compromise installation integrity. L. Immediately after drilling each hole, before moving on to the next, and while still applying foot pressure, mechanically fasten tiles to the concrete substrate using a leather bound or hard plastic mallet to set the fasteners. Ensure the fastener has been placed to full depth in the dome, straight, and flush to the top of dome. Drive the pin of the fastener with the mallet,taking care to avoid any inadvertent blows to the truncated dome or tile surface. M. Following the installation of the fasteners,the concrete dust should be vacuumed, brushed or blown away from the tile's surface and adjacent concrete. Using Acetone on a rag,wipe the concrete around the tile's perimeter to ensure a clean, dry surface to receive perimeter sealant. N. Perimeter caulking sealant should be applied following the sealant manufacturer's recommendations. Tape all perimeter edges of the tile back 1/16"from the tile's perimeter edge and tape the adjacent concrete back 1/2"from the tile's perimeter edge to maintain a straight and even caulking line. Apply sealant around tile perimeter using care to work sealant into any void between the tile and concrete interface. Tool the perimeter caulking with a rounded plastic applicator or spatula to create a cove profile between the tile and adjacent concrete. Remove tape immediately after tooling perimeter caulking sealant. 0. Do not allow foot traffic on installed tiles until the perimeter caulking sealant has cured sufficiently to avoid tracking. Curing time is weather dependant(average cure time at 75° F is 30 minutes).Adhesive or caulking on the surface of the tile can be removed with Acetone. P. If tiles are custom cut to size, if pre-molded recesses (to receive fasteners) are removed by the cut, or to maintain a tight installation to the substrate then any truncated dome can be center-drilled with a 1/4 inch masonry drill bit to create a through hole, and the through hole must be countersunk with a suitable carbide countersink bit to receive mechanical fasteners. Care should be taken to not countersink too widely or deeply. Fasteners should be flush with the top of the truncated dome when countersunk properly. 3.02 CLEANING, PROTECTING AND MAINTENANCE A. Protect tiles against damage during construction period to comply with Tactile Tile manufacturer's specification. B. Protect tiles against damage from rolling loads following installation by covering with plywood or hardwood. C. Clean Tactile Tiles not more than four days prior to date scheduled for inspection intended to establish date of substantial completion in each area of project. 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"„,,.,,, Tactile Systems CLEANING AND MAINTENANCE MANUAL The Access Tile Detectable Warning Tile is unique in its visual and tactile properties and requires a slight variation in cleaning procedures. Due to the undulation and texture of the tile surface, it is necessary to reach the grime that rests on the low parts of the tile. Standard wet mopping will not be completely effective in cleaning these textured surfaces.A major benefit of the polymer composite tile is that the composition is virtually non-porous,and prevents liquids,dust and grime seeping into the body of the tile.The unique, non-porous nature of the tile therefore lends itself to regular and frequent cleaning in order to maintain and enhance the visual contrast that the bright yellow tile provides.Visual contrast is an essential safety feature of the tactile tiles,and this contrast must be rigorously maintained with regular cleaning in order to provide the contrast that the visually impaired rely on for their safety.The use of general purpose commercial floor cleaners or machine bristle scrubbing will not harm Access Tile. However, as these cleaning practices may weaken or dissolve the adjacent floor finish, careful attention must be paid to the selection and application of the cleaning solution. It is advisable to check with the manufacturer of the cleaning solution in order to be certain that the product intended to be used will not harm the Access Tile,grout, or the adjacent floor finish in any way. Regular Maintenance Many neutral general purpose cleaners are effective for the regular maintenance and cleaning of Access Tile. It is important that the cleaner to be used has a non-oil, non-animal fat, non-soap base.Cleaners with these bases may cause problems due to oil-residues which tend to trap dirt in the cleaning process. Please remember to treat any cleaning product you wish to use on a small,out of the way test area of the tactile surface and adjacent floor area before applying it to the entire Access Tile surface.This will ensure that it performs as desired, not only on the Access Tile surface but also on the adjacent floor finish,thus avoiding unexpected problems. Avoid Surface Coatings Access Tile does not require the use of sealants or waxes.Adding surface coatings increases the number of unnecessary steps in maintenance procedures without improving either the appearance of the tile, or the resistance to dirt build-up. In fact, using a surface coating turns a low maintenance composite finish into a high maintenance tile. In addition,surface coatings will actually diminish the unique performance characteristics that make Access Tile exceptional among tactile tiles.Such surface coatings create a thin barrier that may modify the skid resistance and visibility properties,thereby reducing an important safety feature of the flooring. CACCESS PRODUCTS INC. 241 Main Street•Suite 100•Buffalo, NY 14203 T:(888)679.4022 F: (877)679.4022 www.accesstile.com I www.accessproducts.com Access Ti Tactile Systems Certificate of Compliance* *issued on a per project basis Contract No./Date: (Please Provide) Project Description: (Please Provide) Installer: (Please Provide) Owner: (Please Provide) Access Products Inc. certifies that the Access Tile and specified installation materials are in compliance with the Americans with Disabilities Act (ADA) Section 4.29.2 Detectable Warnings on Walking Surfaces. Access Products Inc. John Heffner Vice President ACCESS PRODUCTS INC. 241 Main Street•Suite 100•Buffalo, NY 14203 T:(888)679.4022 F: (877)679.4022 www.accesstile.com I www.accessproducts.com A � Ti/H, Tactile Systems MATERIAL WARRANTY* Contract No./Date: (Please Provide) *issued on a per project basis Project Description: (Please Provide) No. and Type of Tiles: (Please Provide) Installer: (Please Provide) Owner: (Please Provide) Access Products Inc. warrants to the Owner that the Access Tile Detectable Warning Tile manufactured by Access Products Inc. and the adhesive system is free from Manufacturer defects for a period of Five (5) years from the date of sale. EXCLUSIVE REMEDIES. Access Products Inc., at its cost, will repair or replace defective material promptly reported to Access Products Inc. during the warranty period. This warranty includes labor costs and cost of removal of product. Repair or replacement will be done on site. WARRANTY LIMITATIONS. Access Tile Inc. warranty of Access Tile products does not apply to conditions resulting from improper installation, improper use, external causes, intentional misuse or abuse, neglected or improper annual maintenance, vandalism, modifications to the Access Tile products or installation procedures with the exception of the Owner's right to immediately eliminate an unsafe condition. DISCLAIMER OF WARRANTIES The above warranties are the Owner's exclusive warranties. No other warranty, express or implied, shall apply. Access Products Inc. specifically makes no warranty of merchantability and/or fitness for a particular purpose. IN NO EVENT WILL ACCESS PRODUCTS INC. BE LIABLE FOR ANY DAMAGES, LOST PROFIT, DIRECT, CONSEQUENTIAL OR ECONOMIC DAMAGES. MATERIAL SUPPLIER: Access Products Inc. Authorized Signature Name: Tile: Date: 0 ACCESS PRODUCTS INC. 241 Main Street•Suite 100• Buffalo, NY 14203 T: (888)679.4022 F: (877)679.4022 www.accesstile.com I www.accessproducts.com mommmk 0 Wczterworks ON ® SUBMITTAL BURNS ST RECONSTRUCTION COPPELL, TX RKM UTILITY SERVICES 1805 ROYAL LANE STE 107 DALLAS, TX 75229 Submitted By: CRAIG DANKLEFS Email: CRAIG.DANKLEFS@FERGUSON.COM Ferguson Waterworks (P) 817-267-3900 2650 S Pipeline Road (F) 817-267-3912 Euless,TX 76040 www.ferguson.com Contents: WATER: o PIPE ❑ NORTH AMERICAN —C900 DR14 PVC ❑ DIAMOND—C900 DR14 PVC o VALVES ❑ MUELLER—MJ X MJ GATE VALVES AND MJ X FLG GATE VALVES ❑ VALVE BOXES -TYLER o TAPPING SLEEVES ❑ ROMAC o FIRE HYDRANT ❑ MUELLER—SUPER CENTURION FIRE HYDRANT o FITTINGS ❑ TYLER UNION - DOMESTIC C-110 FITTINGS ❑ EBAA- SERIES 2000 PVC RESTRAINT ❑ EGW - LABELED POLYWRAP o SERVICE MATERIAL ❑ CERRO—SOFT COPPER ❑ MUELLER -TAPPING SADDLE AND SERVICE BRASS ❑ WATTS— BACKFLOW PREVENTER ❑ METER BOX - BASS & HAYS SEWER: o PIPE ❑ NORTH AMERICAN —SDR35 PVC ❑ DIAMOND—SDR35 PVC o MANHOLE RING & COVER ❑ BASS AND HAYS—VRM30 o PRECAST ❑ TURNER - MANHOLE DIAMETER 48" o FITTINGS ❑ MULTI FITTING --TRENCH TOUGH GASKETED o CLEANOUT ❑ BASS & HAYS—404 SERIES WATER: o PIPE ❑ NORTH AMERICAN -C900 DR14 PVC ❑ DIAMOND-C900 DR14 PVC o VALVES ❑ MUELLER-MJ X MJ GATE VALVES AND MJ X FLG GATE VALVES ❑ VALVE BOXES -TYLER o TAPPING SLEEVES ❑ ROMAC o FIRE HYDRANT ❑ MUELLER-SUPER CENTURION FIRE HYDRANT o FITTINGS ❑ TYLER UNION - DOMESTIC C-110 FITTINGS ❑ EBAA-SERIES 2000 PVC RESTRAINT ❑ EGW - LABELED POLYWRAP o SERVICE MATERIAL ❑ CERRO-SOFT COPPER ❑ MUELLER -TAPPING SADDLE AND SERVICE BRASS ❑ WATTS- BACKFLOW PREVENTER ❑ METER BOX - BASS & HAYS North American Pipe Corporation www.northamericanpipe.com Product Description: AWWA C-900 Municipal Water Pipe North American Pipe's AWWA C-900 PVC product line is manufactured to meet the needs of modern municipal water distribution systems.With top . quality raw materials and modern processing technology North American Pipe's C-900 pipe r ,v„ meets all industry standards in addition to our own - rigorous quality control standards. North American Pipe's C-900 pipe utilizes Reiber style gaskets throughout the entire product offering. North American Pipe produces a full range of CIOD pipe in DR-14, DR-18,and DR-25 classifications. Whether specifying or installing our pipe you can be assured that North American Pipe will provide the pipe"Right, On Time,All the Time". This product is made in accordance with the following specifications: AWWA C900 ASTM D1784 ASTM D3139 ASTM F477 ANSI/NSF 14 ANSI/NSF 61 PPI TR-3 UL 1285 FM 1612 ,or North American Pipe AWWA C-900 Municipal Water Pipe A VVVV Water main distribution pipe shall be made in accordance with AWWA C900 from a compound conforming to a cell classification of 12454 as defined by ASTM D1784. Integral bells shall 1 'Ogg' . 4:)11 incorporate gaskets meeting the requirements of ASTM F477 and be locked into the bell. The assembled joint shall meet the requirements of ASTM D3139. The laying length of the pipe shall be 14401P. 20 feet. The pipe and gasket must be tested and APPROVED approved for contact with potable water in accordance with ANSI/NSF 61. The pipe and gasket shall be listed by Underwriters Laboratory and approved by Factory Mutual. Rev:08/2006 2801 Post Oak Blvd.i Suite 600 I Houston i TX 177056 Phone: 713-840-7473 Toll Free 800-999-7473 Fax: 713-552-0087 4' North American Pipe Corporation www.northamericanpipe.com AWWA C-900 Municipal Water Pipe L —+ C-- V r CD RD i OUTSIDE *APPROX. **APPROX. INSERT NOMINAL PIPE SIZE DIA.—NOM. BELL DIA. BELL DEPTH MARK (OD) (BD) (C) (L) 4" 4.80 6.50 6.11 3.88 6" 6.90 9.25 7.34 5.13 8" 9.05 11.75 9.08 6.13 10" 11.10 14.25 9.75 6.63 12" 13.20 16.75 11.02 7.38 NOMINAL PC 100 PC 150 PC 200 PIPE SIZE DR 25 DR 18 DR 14 (T) (T) (T) 4" .192 .267 .343 6" .276 .383 .493 8" .362 .503 .646 10" .444 .617 .793 12" .528 .733 .943 Note:These dimensions are for estimating purposes only *Dimension given for Approx.Bell Diameter(BD)is for highest pressure class **Nominal depth,depth will vary by pressure class Rev.08/2006 2801 Post Oak Blvd.I Suite 600 I Houston I TX 177056 Phone: 713-840-7473 Toll Free 800-999-7473 Fax: 713-552-0087 C900 : PVC Pressure Pipe ri SPECIFICATION DATA z Diamond (C900) PVC Pipe (4"through 12") is made of 12454 compound per ASTM D1784,in accordance with the dimensional, chemical,and physical requirements oft AWWA C900. Diamond (C900) PVC Pipe bears the mark � � � l of NSF,International (NSF),the listing of Underwriters Laboratory,Inc.(UL),and (DR14&DR18) bears the listing of �` Factory Mutual(FM). Diamond (C900) PVC Pipe utilizes al gasket, ' — f � I" per ASTM F477,to seal the integral bell socket to the spigot of the next joint(which conforms ;`' s .�� , ..�a, � to the requirements of ASTM D3139.) Each • `' male end is beveled to facilitate joint assembly, and the spigot is referenced marked to ensure proper insertion depth.Diamond furnished lubricant is to be used in the joining process. 1„€iia wdsw �.. , i;1 .P R-P P.,',`:€ ' ' "'- Factory Mutual Systems APPROVED Physical Properties of PVC 12454: li Property ASTM Minimum .- 1. it NSF Test Specific Gravity D792 1.40 Tensile Strength,psi D638 7,000 Tensile Modulus,psi D638 400,000 IZOD Impact Strength D256 .65ft.,lb./in. ill)) Underwriter Laboratories Inc.© SHORT FORM Specification for Diamond C900 PVC Water Pipe Diamond C900 PVC Water Pipe shall be made of compounds conforming to ASTM D1784 with a cell classification of 12454.Diamond C900 shall meet all the dimensional,chemical,and physical requirements as outlined in AWWA C900 and will be supplied in 20 foot laying lengths.Joints shall meet the requirements of ASTM D3139 and shall be formed using Rieber Technology.Gaskets shall meet the requirements of ASTM F477. Potable water pipe shall be manufactured from National Sanitation Foundation(NSF)approved compounds. �4 DIAMOND R PLASTICS® C O R P O R A i I " ti .0''''''''':::‘'''''3/4,'‘ X °m., Corporate Headquarters• 1212 Johnstown Road•P.O.Box 1608•Grand Island,NE68802-1608 DISTRIBUTION PIPE FOR THE 21st CENTURY 6 ' rtkil PO' di 1 ,, ,1,4 4t1,-.'t- ,. 9i t� Reiber Joint Illustration D-0. A AA C 't'tg'':•• lall'.1.4;.:717.,,7 „' (110, ,,..;',.11.',.,,, i , • tOa - A B ""'' b 1 Extreme Testing�andltion, C900 PVC pressure pipe,available in , - pressure ratings for a wide range of water transfer applications(Available in sizes i from 4"through 12") t, a 1 r, P- $ " ' WV(/A. (Sarin ' C . C900TM ) AWWA C900 SPECIFICATION DATA Tough Nominal Outside Diameter Bell Diameter Approximate Spigot "C900 DR-14 C900 DR-18 C900 DR-25 ci?, Pipe A B Bell Depth C Insert I, iMinimum Minimum Minimum Size, Inches(mm) Inches Inches Mark ' -,Wall(t) Wall(t) Wall(t) Inches' Inches(mm) Inches(mm) Inches(mm) 11.11111111111111111.11111. 4" (100) 4.800 (121.9) 6-1/2" 6 5 0.343 (8.71) 0.267 (6.78) 0.192 (4.88) 6" (150) 6.900 (175.3) 9-1/4" 6.5 6 0.493 (12.52) 0.383 (9.73) 0.276 (7.01) 8"(200) 9.050 (229.9) 11-3/4" 7 6.5 0.646 (16.41) 0.503 (12.78) 0.362 (9.19) 10" (250) 11.100 (281.9) 14-1/4" 7.5 7 0.793 (20.14) 0.617 (15.67) 0.444 (11.28) 12" (300) 13.200 (335.3) 16-3/4" 8 7.5 0.943 (23.95) 0.733 (18.62) 0.528 (13.41) "Possession of this page does not constitute an offer of sale" DIAMOND PLASTICS® C O R P O R A ' tN Corporate Headquarters• 1212 Johnstown Road•P.O.Box 1608•Grand Island,NE 68802-1608 DISTRIBUTION PIPE FOR THE 21st CENTURY 1 0,30 Mueller Co. 3"- 12" A-2362 RESILIENT WEDGE GATE VALVES - M.J. x M.J. Rev.7-15 Shaded area indicates changes ❑ Catalog number– A-2362-20 Mechanical joint ends(with accessories unassembled) f , A-2362-23 Mechanical joint ends(less accessories) A-2362-25 Mechanical joint ends(with transition gaskets accessories unassembled) p LI Sizes–3",4" 6", 8", 10", 12" ' L Meets or exceeds all applicable requirements of ANSI/AM/VA C509 and C515, UL Listed, FM Approved, and certified to ANSI/NSF 61 &372. i n Standard mechanical joint ends comply with ANSI/AWWA C111 ❑ Iron body with nominal 10 mils MUELLER®Pro-Gard®Fusion Epoxy Coated interior and exterior surfaces ,I -i .. r LI Epoxy coating meets or exceeds all applicable requirements of ANSI/AWWA C550 t ; ro, Standard. l ' ° ❑ Iron wedge,symmetrical&fully encapsulated with molded rubber; no exposed irony , / ❑ Non-rising stem(NRS) `, , +t," ❑ Triple 0-ring seal stuffing box(2 upper& 1 lower 0-rings)with fourth o-ring serving 4 ' as dirt seal ❑ 2"square wrench nut(optional handwheel available)—open left or open right 4„,L.r —V�' ❑ 250 psig (1725 kPa/17 barg)maximum working pressure, 500 psig(3450 kPa/35 barg)static test pressure A-2362-20 ❑ UL Listed, FM Approved:200 psig(1300 kPa/13 barg) ❑ Mueller valves are designed for potable water application Options See page 10.46 for more information on Resilient Wedge Gate Valve options 0 Position indicators ❑ Stainless steel fasteners:Type 316 ❑ Stainless steel stem:Type 304,Type 316 ❑ ASTM B98-C66100/H02 stem 11 Handwheel Li EPDM Disc and o-rings Resilient wedge gate valve parts G-202 Catalog Part No. Description Material Material Standard 1�r -- G-200 G-207 G-16 Bonnet Bolts&Nuts 304 Stainless Steel ASTM F593(bolt) �■�� G-41 ASTM F594(nut) Ill �/G-201 ASTM F593(bolt) la II� r i 5-41 Stuffing Box Bolts&Nuts 304 Stainless Steel G-49 +rsi ,rmi ) ! ASTM F594(nut) �, ll� G-208 G-49 Stem 0-rings(3) Nitrile ASTM D2000 !+ G-203 0-200 Wrench Nut Cap Screw 304 Stainless Steel ASTM F593 n G-210" 0-201 Stuffing Box 0-ring Nitrile ASTM D2000 G202 Wrench Nut Ductile Iron ASTM A536♦ �G-16 5-203 Stem Bronze ASTM 8138 i�rsir 5-204 Hand Wheel(not shown) Cast Iron ASTM A126 CLB \\ G-205 Stem Nut Bronze ASTM B62 '/ In 00-211" G-206 Guide Cap Bearings Acetal - romH Ductile Iron ASTM A536♦ �� :i:.. G207 StuffingBox with dirt seal' Nitrile ASTM D200 m / 0-208 Anti-friction Washers(2) Acetal - 0-209 Wedge,Rubber Encapsulation Ductile Iron' ASTM A536♦ G-209 SBR ASTM D2000 G-210" Bonnet Ductile Iron ASTMA536♦ -206 G-211•* Bonnet gasket Nitrile ASTM D2000 G-212** Body Ductile Iron ASTM A536♦ y "Fully encapsulated in molded rubber with no iron exposed ////// 1---7 /////////4 "Dirt seal on 4"-12"valves V Material strength ASTM A536 65-45-12 minimum SEE PAGE 10.53 FOR ORDERING INSTRUCTIONS 10.34 Mueller Co. 3"- 12" A-2362 RESILIENT WEDGE GATE VALVES - M.J. x FL. Rev.8-15 Shaded area indicates changes ❑ Catalog number- A-2362-16 mechanical joint x flanged ends(with accessories unassembled) A-2362-19 mechanical joint x flanged ends(less accessories) •. , ❑ Sizes-3",4", 6", 8", 10", 12" ❑ Meets or exceeds all applicable requirements ofANSI/AVVWA C509 and C515 Standard, UL Listed, FM Approved,and certified to ANSI/NSF 61 ,+1 ^' .011` Li Flanged end drilling complies with ANSI 816.42 Class 150 � ' ❑ Mechanical joint end complies with ANSI/AWWA C111 Standardw- - ❑ Iron body with nominal 10 mils MUELLER®Pro-Guard®Fusion Epoxy Coated interior and .rir exterior surfaces ❑ Epoxy coating meets or exceeds all applicable requirements ofANSI/AVVWA C550 f. �' Standard. ❑ Iron wedge,symmetrical&fully encapsulated with molded rubber; no exposed irond,„„‘ ;i ❑ Non-rising stem(NRS) ` rt crilA❑ Triple 0-ring seal stuffing box(2 upper&1 lower 0-rings)with fourth o-ring serving as dirt seal ' ❑ 2"square wrench nut(optional handwheel available)-open left or open right • ❑ 250 psig (1725 kPa/17 barg)maximum working pressure 500 psig(3450 kPa/35 barg)static test pressure A-2362-16 M.J.accessories ❑ UL Listed, FM Approved-200 psig(1300 kPa/13 barg) shipped unassembled ❑ Mueller valves are designed for potable water application Options See page 10.46 for more information on Resilient Wedge Gate Valve options Li Position indicators ❑ Stainless steel stem:Type 304,Type 316 ❑ EPDM Disc and o-rings ❑ ASTM B98-C66100/H02 stem ❑ Handwheel E Stainless steel fasteners:Type 316 Resilient wedge gate valve parts G-202 Catalog Part No. Description Material Material Standard Q.' G-200 G-207 G-16 Bonnet Bolts&Nuts 304 Stainless Steel ASTM F593(bolt) M�■� 0-41 ASTM F594(nut) 1111. �' G-201 ASTM F593(bolt) .oi i 0-41 Stuffing Box Bolts&Nuts 304 Stainless Steel G-49 +iAl I ,* ASTM F594(nut) G-208 G-49 Stem 0-rings(3) Nitrile ASTM D2000 7 m, G-203 G-200 Wrench Nut Cap Screw 304 Stainless Steel ASTM F593 ITI G-210** G-201 Stuffing Box 0-ring Nitrile ASTM D2000 G-202 Wrench Nut Ductile Iron ASTMA536♦ = /G-is G-203 Stem Bronze ASTM 8138 1=1 Int fG-204 Hand Wheel(not shown) Cast Iron ASTM A126 CL.B \\'\\r\ G-211•• G-205 Stem Nut Bronze ASTM 662 %`�� G-206 Guide Cap Bearings Acetal - 1 / ril � G-205 •G-207 Stuffing Box with dirt seal** Ductile Iron ASTMA536 Nitrile ASTM D2000 .�/�ili__ ■ ��A /G-212** G-208 Anti-friction Washers(2) Acetal -G-209 Wedge,Rubber Encapsulation Ductile Iron* ASTMA536♦ G-209 SBR ASTM D2000 G-210** Bonnet Ductile Iron ASTMA536 G-206 G-211** Bonnet gasket Nitrile ASTMD2000 G-212** Body Ductile Iron ASTMA536♦ i I i *Fully encapsulated in molded rubber with no iron exposed **Did seal on 4"-12"valves ♦Material strength ASTMA536 65-45-12 minimum SEE PAGE 10.53 FOR ORDERING INSTRUCTIONS } 29U-Domestic Cast Iron ur Curb, Service & Valve Boxes '' T L. .. UNION Plus Components Quality Waterworks Products Revised 01/10 SUBMITTAL (Current Revisions for All Standards Apply), SIZES: Adjustable Slip and Screw type with standard assembled lengths ranging from 15"to 72", not including risers and extensions. Note: See catalog or website for complete listing of components STANDARDS: Produced in accordance with and meet all applicable terms and provisions of ASTM A-48 and are cast with 35B class cast iron. When properly installed will meet American Association of State Highway and Transportation Officials (AASHTO) H2O wheel load rating. INSTALLATION: Per AWWA M44, Manual of Water Supply Practices COATING. The bituminous coating is applied by the dipping method to a mil thickness of approxi- mately 1.0 to 1.5 mils. For 4"to 12"Valves For 3"to 20"Valves For 4"to 12"Valves For 4"to 12"Valves 51/4"Shaft,Screw Type 51/4"Shaft,Screw Type 51/4'Shaft,Slip Type 51/4"Shaft,Slip Type --534— ,4:1- -53/y_ 1-53ia: �53iq� 0 'n 1'Sk^! 9 �61�1� 9 I�51�'I� �'re 7 -5�'q~� s�� Ilre'§—II I j5re 11-54-11 1�-2i9- �ix, ,:r II 74a 7�a T i 172 :2.. ;IJ u, 6�/8 r;J i�v r 1. 04,1 ! r 1 0] 1-1 2 J . WJ -6��' Y. J 0 5 ) ,. „--1 - ¢ J Q i i 4 26' Q m 1 EcI I ¢to 11 4 451 6yt 1 - 1 r--�2341 t 4 :6A yx 4Z--- E65/8:-J1 y I�6 �I I 112! I- .8 4 I l�76 I._8V-.I iB II 9 �a 1-8 - -6Li 1-8_1 B - �10,/a � 10 4• 10 1/q 6850 SCREW TYPE 6860 SCREW TYPE 6855 SLIP TYPE 7126 SLIP TYPE VALVE BOX VALVE BOX VALVE BOX VALVE BOX Cast Iron - 2 piece Cast Iron -3 piece Cast Iron - 2 piece Extension Extension Extension Extension Components Height Components Height Components) Height Components Height 26T+24B 28-48 10T+ 15B 19-22 lOT+ 12B 27-37 10T+ 15B 19-22 26T+ 30B 34-54 10T+24B 27-32 10T+ 18B 33-42 10T+24B 27-32 26T+ 36B 40-60 16T+24B 27-37 161+24B 39-49 16T+ 24B 27-37 26T+24B+#60 Ext 52-72 16T+ 30B 33-43 16T+ 30B 45-54 16T+ 30B 33-43 26T+ 36B + #60 Ext 60-80 161+ 36B 39-50 16T+ 36B 51-60 16T+ 36B 39-50 NOTE: Use the 6855 Bottoms 26T+30B 36-52 26T+ 30B 45-66 26T+ 30B 36-52 with these Tops 26T+36B 39-60 26T+ 36B 51-72 26T+ 36B 39-60 26T+24B +#60 Ext 51-71 NOTE:Base Required, 26T+ 24B +#60 Ext 51-71 26T+ 368 +#60 Ext 62-82 Order Separately 26T+ 36B +#60 Ext 62-82 jl . 1` ,23j4 r For'/2"to 2"Curbstops 1._, _.1 cg — 'Ih6500 SCREW TYPE � `"' T = Top :=k CURB/SERVICE BOX ',C4"•'1 'w w Extension B = Bottom m a Componets In Inches r.r :tee o EXT = Extension 2�h VII > 18T&27B 30-42 W '-F:..,; m ,9"� 18T&33B 36-48 ,'''' E24T&33B 36-54 •:''' > Ifl Is 24T&396 42-60 41-64 -`` �+2�.� 30T&39B 's'%a � e�° *Enlarged Base Available Tyler Pipe Company • 11910 CR 492 • Tyler,Texas 75706 • (800) 527-8478 Union Foundry Company • 1501 W. 17th Street • Anniston,Alabama 36202 • (800) 226-7601 www.tylerunion.com ROMAC INDUSTRIES, INC. STAINLESS STEEL TAPPING SLEEVE (SST III) WITH REMOVEABLE BOLTS SUBMITTAL INFORMATION MATERIALS Flange Ductile (nodular) iron, meets or exceeds ASTM A536, Grade 65-45-12. 304 Stainless Steel optional. All flanges in accordance with ANSI class 125 and150 drillings and recessed to accept tapping valve. Stainless Steel Meets or exceeds ASTM A 240 type 304 UNS designated S30400. Outlet Heavy gauge 304L Stainless Steel. Fused to shell by GMAW weld on the outside and GTAW weld on the inside. Shell Heavy gauge Stainless Steel top half 304L back half 304. Sidebars Heavy gauge 304 Stainless Steel, GTAW welded to form permanent fusion with shell. Bolts 5/8"-11 UNC thread track head, type 304 stainless steel per ASTM A 193. Nuts 5/8" heavy hex, type 304 Stainless Steel per ASTM A 194. Nuts coated to prevent galling. Washers 5/8" 304 Stainless Steel flat washers and 5/8" Plastic washer. The Plastic washer helps prevents galling between nut and stainless steel washer. Armors Heavy gauge 304 Stainless Steel. Gaskets Virgin SBR rubber compounded for water and sewer service in accordance with ASTM D 2000 MAA 610. Specially designed grid pattern and tapered ends to assure seal around full circumference of pipe. Reinforced ring at outlet provides hydrodynamic seal. Other compounds available for petroleum or high temperature service, or other special applications. WELDS GMAW and GTAW weld processes. 308L Stainless Steel filler wire used as appropriate. Flange weld is GMAW type proprietary process. All welds fully passivated for enhanced corrosion resistance. Pressure When properly installed, the Romac Style SST Tapping Sleeve can work at these pressures ratings: Pipe Size Working Pressure Test Pressure 4"- 8" 250 psi 312 psi 10"-24" 200 psi 300 psi 26"-30" 150 psi 187 psi SIZES AND RANGES, SEE CATALOG. 12/07 This information is based on the best data available at the date printed above,please check with Romac Engineering Department for any updates or changes. Romac Document Number 15-8-0007 Phone (425) 951 6200 • Toll Free 1 800 426 9341 • Fax (425) 951 6201 • www.romacindustries.com 52 9 . 8 Mueller Co. MUELLER° SUPER CENTURION° Rev.8-04 Shaded area indicates changes FIRE HYDRANT U Super Centurion 250"+3-way catalog numbers (approved to UL 246,FM 1510,ANSUAW WA C502 Standards) A-4214-1/2"main valve opening three way(two hose nozzles and one pumper nozzle) A-423 5-1/4"main valve opening three way(two hose nozzles and one pumper nozzle) Super Centurion 200'"2-way catalog numbers (approved to ANSUAW WA C502 Standards)- _. A-420 4-1/2"main valve opening two way(two hose nozzles) • A-422 5-1/4"main valve opening two way(two hose nozzles) .'rf' r A-425 5-1/4"main valve opening two way(two pumper nozzles) Super Centurion 200-1-way catalog number ' i (approved to ANSUAWWA C502 Standards)- S4? t r A-424 4-1/2"main valve opening one way(one pumper nozzle) . U 10 year limited warranty on material and workmanship I A i ❑ Meets all applicable parts of ANSI/AWWA C502 Standard "t` " ' `` ❑ Post type dry barrel design ❑ Dry top design with 0-ring sealed oil reservoir ❑ Traffic feature with stainless steel safety stem coupling U Compression-type main valve closes with pressure for positive seal;it is made of rubber and is conveniently reversible providing a spare for long service life U Operating nut available in wide variety of shapes and sizes-open left or right ❑ Field replaceable hose and pumper nozzles '`' U Hose and pumper nozzles have large radius,full flow openings for low friction loss ® ❑ Contoured shoe is designed for full flow ❑ Dual bronze drain valves provide effective barrel drainage ❑ 250 psig(1723 kPa)maximum working pressure,500 psig(3447 kPa)static test pressure for 3-way hydrants; 200 psig(1379 kPa)maximum working pressure,400 psig(2758 kPa)static test pressure for 2-way and 1-way hydrants Dimensions IIPallegli • ��` Non-rotating bolt design: -•�milmii • Alit\_ Ii cast-in pads elimi-nd uI a MMIEli \�ANNT�til=�-, forte s teeotation bolts. .0 z 41.41-k Mechanical joint :-+2 /``Q �� standard and D-150 —eo ::ia- %.1,''`�%Ili, �� Front view detail �� ( y Fr Mechanical joint O O 32. v Ir ,� �r ��`\\ ` (Standard only) ... Flange ro\y, —°"s"— v \ — ANSI 125/150 or .. ',t ,' PN 10/16 Drilling s p.� 12' I Bury-1'6"(0.46m) �-T -e-Ere ,t (6'Shoe) minimum;longer by 6' \ 162 mm intervals. \ PM &�\ �\��`\\ Vertical 11 � i IIIA Flange• \\\\ \N �� \ ill slrr —f ID Ni.„,/,0 Slip-on i}nr'I 0-11/18. *4"Vertical shoe available for A-420 and A-421 hydrants. SEE PAGE 9.28 FOR ORDERING INSTRUCTIONS 22U - Mechanical Joint C110/A21 .10 TYLER UNION® Full Body QualityWaterworks Products Revised 01/10 Domestic SUBMITTAL (Current Revisions for All Standards Apply) SIZES: 2" through 48" STANDARDS: ANSI/AWWA C110/A21.10-08 and 3"-12" UL Listed (EX2111) Note: Cast with tested and traceable ASTM A536 Ductile Iron PRESSURE RATING: 2"- 24" rated @ 350 PSI; 30"- 48"& all fittings with flanged branches rated @ 250 psi Note: With use of special flange gasket 2"-24" flanged fittings can be rated @ 350 psi For 350 psi flange joint applications, we recommend the use of annular ring type gasket or comparable. DEFLECTION: Upon completion of installation, mechanical joint fittings 2" - 12" are rated for a maximum of 5°deflection and 14" - 48", a maximum of 3°deflection. NSF-61: Meets all requirements, UL Registered BITUMINOUS M- - B COATING. ANSI/AWWA C104/A21.4-08 CEMENT LINING: ANSI/AWWA C104.A21.4-08, o Double cement lining available 0.1s EPDXY COATING• ANSI/AWWA C116/A21.16-09 /i\\, -- Note: Epoxy coated fittings are III��II111] S available to the specifications) �\\\\ � \\ required for your application(s) th /i�/��, % l\\\ BARE• Available BOLTS: ANSI/AWWA C111/A21.11-7 0,12 INSTALLATION: AWWA C600-99 using pipe K2 JDC A N F K1 conforming to ANSI/AWWA C151/A21.51-02 JOINT DIMENSIONS IN INCHES Size A B C D F 0 X J K' K2 L M NOP S 2 2.50 2.50 3.39 3.50 2.61 28° 3/4 4.75 6.25 6.25 .75 .62 .31 .63 .44 3 3.96 2.50 4.84 4.94 4.06 28° 3/4 6.19 7.69 7.69 .94 .62 1.37 .31 .63 .52 4 4.80 2.50 5.92 6.02 4.90 28° '/e 7.50 9.12 9.12 1.00 .75 1.50 .31 .75 .65 6 6.90 2.50 8.02 8.12 7.00 28° '/8 9.50 11.12 11.12 1.06 .88 1.63 .31 .75 .70 8 9.05 2.50 10.17 10.27 9.15 28° '/e 11.75 13.37 13.37 1.12 1.00 1.75 .31 .75 .75 10 11.10 2.50 12.22 12.34 11.20 28° 7/e 14.00 15.69 15.62 1.19 1.00 1.75 .31 .75 .80 12 13.20 2.50 14.32 14.44 13.30 28° 7/e 16.25 17.94 17.88 1.25 1.00 1.75 .31 .75 .85 14 15.30 3.50 16.40 16.54 15.44 28° '/8 18.75 20.31 20.25 1.31 1.25 2.00 .31 .75 .89 16 17.40 3.50 18.50 18.64 17.54 28° M3 21.00 22.56 22.50 1.38 1.31 2.06 .31 .75 .97 18 19.50 3.50 20.60 20.74 19.64 28° '/8 23.25 24.83 24.75 1.44 1.38 2.13 .31 .75 1.05 20 21.60 3.50 22.70 22.84 21.74 28° '/8 25.50 27.08 27.00 1.50 1.44 2.19 .31 .75 1.12 24 25.80 3.50 26.90 27.04 25.94 28° '/8 30.00 31.58 31.50 1.62 1.56 2.31 .31 .75 1.22 30 32.00 4.00 33.29 33.46 32.17 20° 11/8 36.88 39.12 39.12 1.81 2.00 2.75 .38 1.00 1.50 36 38.30 4.00 39.59 39.76 38.47 20° 11/8 43.75 46.00 46.80 2.00 2.00 2.75 .38 1.00 1.80 42 44.50 4.00 45.79 45.96 44.67 20° 13/8 50.62 53.12 53.12 2.00 2.00 2.75 .38 1.00 1.95 48 50.80 4.00 52.09 52.26 50.97 20° 1% 57.50 60.00 60.00 2.00 2.00 2.75 .38 1.00 2.20 Tyler Pipe Company • 11910 CR 492 • Tyler,Texas 75706 • (800) 527-8478 Union Foundry Company • 1501 W. 17th Street • Anniston,Alabama 36202 • (800) 226-7601 www.tylerunion.com 0 Al �� SERIES 2000PV IR * N ' Mechanical Joint Restraint Your Connection to the FutureTM For PVC Pipe Features and Application: aid1W • Sizes 3 inch through 36 inch ti ; �r Sizes 42 inch and 48 inch Accommodated by Series 2200 • MEGA-BONDTM Restraint Coating System leel For more information on MEGA-BOND, refer '' to www.ebaa.com/products/mega-bond ��b • Constructed of ASTM, 65-45-12 Ductile Iron. '• • The Mechanical Joint follower " , i�. 3s .� t S �;, gland is incorporated into the restraint. - � • Heavy Duty thick wall design • Support Products Available: •Split MJ repair style available for 3 inch through 12 inch. EBAA Series 2000SV Series 2012PV for 12"Mechanical Joint Pipe or Fittings • Solid restraint harness available for C905 PVC pipe bells. EBAA Series 2800 • Split restraint harness available for C900 and C905 pipe bells and Nominal Series Shipping PVC fittings. Pi,eSite Number Wei:hk EBAA Series 1500,1600 and 2500 3 2003 7,0 4 2004 8.8 • All 2000PV and related restraint 6 2006 12,1 products can be furnished as 8 2008 16,3 packaged accessories complete 10 2010 26.0 12 2012 31.4 with appropriate restraint,gasket, 14 2014 47.6 lubrication and bolting hardware. 16 2016 52.8 18 2018 61,8 • For use on water or wastewater 20 2020 70,9 pipelines subject to hydrostatic 24 203092.9 pressure and tested in accordance 30 2030 128.5 36 2036 161.3 with either AWWA C600 or Note For applications or pressures other than the ones shown, ASTM D2774. please contact EBAA for assistance. U.S. Patent No. 4627774, 4896903, 5071175. 0605-5-H Copyright 2003©EBAA IRON,Inc. Series 2000PV Submittal Reference Drawing A 1111 Alli�6 � MH 1- o- m t671111% 4 ♦A J / `O4 i ii SPACER III d B e A ' % %` �� 0.75 41111116k: © K2 j AMII n o • C / F C R B i 10,,, 0.125 - 0.125 F C Uo • � � 1 N B ►;1�/ I A 1W SECTION A-A SECTION B-B C D F M P P X J K2 Wedge Bolt Weight Nominal Series (with Qty Qty LBS Pile Site Number nuts 0 3 2003 4,84 1,55 3,60 0.50 9,8 8.6 3/4 6,19 7,69 4 4 7.0 4 2004 5.92 1.68 4.90 0.50 10.5 9,5 7/8 7,50 9.13 4 4 8.8 6 2006 8.02 1.68 7.00 0.50 13,0 12.1 7/8 9.50 11.13 6 6 12.1 8 2008 10.17 1.68 9.15 0.62 14.5 13.6 7/8 11.75 13,38 6 6 16,3 10 2010 12.22 2.10 11,20 0.62 17,0 16.0 7/8 14.00 15.63 8 8 26,0 12 2012 14,32 2.10 13.30 0.75 19,0 18.1 7/8 16.25 17.88 8 8 31.4 14 2014 16.40 2,25 15.49 0.88 21.7 20.9 7/8 18,75 20.38 10 10 47.6 16 2016 18.50 2.25 17.58 0.88 23.8 23,0 7/8 21.00 22.63 12 12 52.8 18 2018 20.60 2.25 19.68 1.13 25.9 25.1 7/8 23.25 24.88 12 12 61.8 20 2020 22.70 2.25 21.79 1.25 28.0 27,2 7/8 25,50 27,13 14 14 70.9 24 2024 26.90 2.75 25.99 1.42 32.3 31.5 7/8 30.00 31.63 16 16 92,9 30 2030 33.29 2,70 32.22 1.50 38.5 37.7 11/8 36,88 39.12 20 20 128.5 36 2036 39.59 2.70 38.52 1.50 44.8 44.0 11/8 43.75 46.00 24 24 161.3 Note;Dimensions are in inches and are subject to change without notice Pressure Ratings .. ��.. i .wa �., Pipe Nominal Ratings for Ordinary Ratings for Peak Pressures used in Sewage Force Mains C905 PVC PI Series Water Worksw/TransientSurges Only and Other Installations Designed for Cyclic Surges oft-Mill,Cycles p Pine Size Number DR•14 DR•18 DR-25 SDR•17 SDR•21 SDR-26 DR•14 DR•18 DR•25 SDR•17 SDR•21 SDR•26 DR•18 DR•25 DR•32.5 3 2003 200 150 100 250 200 160 200 150 100 200 160 120 • • 4 2004 200 150 100 250 200 160 200 150 100 200 160 120 - 6 2006 200 150 100 250 200 160 200 150 100 200 160 120 • 8 2008 200 150 100 250 200 160 200 150 100 200 160 120 • 10 2010 200 150 100 250 200 160 200 150 100 200 160 120 • 12 2012 200 150 100 250 200 160 200 150 100 200 160 120 • 14 2014 • • 235 165 • 16 2016 - • 235 165 • 18 2018 235 165 • 20 2020 • - - • - 235 165 • 24 2024 • 235 165 • 30 2030 • 165 • 36 2036 • • 125 G0 Phone:(972)446-1655 Fax: (972)446-1684 Email: sales( egwutilities.com Submittal for Polyethylene Encasement for Ductile-Iron Pipe AWWA Cl05/A21.5_05 Raw material requirements, per ASTM D4976 Material: Linear low-density polyethylene film Physical properties of finished film Tensile Strength: 3.600 psi (24.8 MPa), minimum in machine and transverse direction (ASTM D882) Elongation: 800 percent,minimum in machine and transverse direction (ASTM D882) Dielectric Strength: 800 V/mil thickness, minimum(ASTM D149) Impact resistance: 600 g, minimum (ASTM D1709 Method B) Propagation tear resistance: 2,550 gf(grams force), minimum in machine and transverse direction (ASTM D1922) Thickness: minimum of 0.008 in. (8 mil) Color: Black, Clear, Purple and Brown (other colors are available upon request but are subject to factory minimum) The polywrap is manufactured by either AEP Industries or Mountain States Plastics. +or 1408 Hutton Drive Carrollton,TX 75006 I 0 iron Horse,Suite A Hutto,TX 78634 — S. ..*A,N"i.. fel'...A.F -. beM COPPER TUBE FOR CONSTRUCTION APPLICATIONS Cerro tube is the original copper tube for plumbing,air conditioning and refrigeration applications in residential, commercial and institutional installations.We provide a complete range of sizes and types, engineered to exact specifications to meet the highest standards of performance. i 4 fi '1 R ' ' i e Product Temper Lengths Code Uses Specifications itto Copper Hard 10 ft.straight Green Domestic water ASTM B88 F- f� Water Tube, 20 ft.straight service and Type K distribution,fire /heavy wall) Soft 20 ft.straight protection,solar, 40 ft.coils fuel/fuel oil,HVAC, 60 ft.coils snow melting, 100 ft.coils compressed air, natural gas, Typical uses include: liquefied petroleum (LP)gas,vacuum •Type M- above ground residential and light commercial uses.(Sizes range from 3/8"-8" Copper Hard 10 ft.straight Blue Domestic water ASTM B88 diameter) Water Tube, 20 ft.straight service and Type L distribution,fire •Type L-residential and commercial uses. (medium wall) Soft 20 ft.straight protection,solar, (Sizes range from 1/4"-8"diameter) 30 ft.coils fuel/fuel oil,HVAC, •Type K-underground residential,commercial 40 ft.coils snow melting, 60 ft.coils compressed air, and industrial uses.(Sizes range from 100 ft.coils natural gas, 1/4"-8"diameter) liquefied petroleum •Type DWV-ASTM B306: used for drainage, (LP)gas,vacuum waste and vents Copper Hard 10 ft.straight Red General plumbing ASTM B88 Wafer Tube, 20 ft.straight and heating purposes; Type M drainage waste, (light wall) vent and other light pressure uses. Copper Hard 10 ft.straight Yellow Drainage waste, ASTM 8306 Drainage 20 ft.straight vents,soil and other Tube, non-pressure Type DWV applications Copper UNS No.C12200 Types K,L,and M ASTM B88 Color marking is not applicable to tube furnished in annealed straight lengths or coils. ce rroM Flow Products,Inc. C140) Corporate Headquarters PO Box 66800•St.Louis,MO 63166-6800 11 > 888-237-76111618-337-6000 f.618-337-6958 trtAmanba of"Me Mamx>n Gmup of companies www.cerroftow.com MUELLER° BR2B & BR2S SERIES BRONZE Mueller Co. 4.5 SERVICE SADDLES - DOUBLE STRAP _..._._]mi a. hint- R MUELLER®Service Saddles for use on A-C, cast iron, ductile iron, and AWWA C900 PVC plastic pipe ❑ Outlet tapped with either AWWA taper(C.C.)or AWWA I.P. thread(F.I.P.T.) U For use on A-C pipe,cast iron or ductile iron pipe and cast iron O.D. PVC pipe ❑ 200 psig(1379 kPa)maximum working pressure U Available in double strap designs „ ❑ Brass body .. V 1� .,. ❑ Flattened silicon bronze straps(standard) -- U Optional 304L stainless steel straps ❑ Rolled strap threads , [DO-ring sealed outlet i / ❑ 3/4" thru 2"tap sizes (5/8" some styles) ❑ Meets all applicable parts of ANSI/AWWA C800 U NSF 61 certified BR 2 B Series BR 2 S Series MUELLER°Service Saddles with AWWA taper thread 11 Pipe O.D. range Kind and size of pipe Bronze double strap Optional stainless steel double strap 1, " with AWWA taper thread(C.C.) with AWWA taper thread(C.C.) Base Catalog Base Catalog Cast or Number Size of tapping Number r Size of tapping Inch mm A-C ductile iron, (add to"Base"to (add to"Base"to C900 PVC complete catalog number) complete catalog number) plastic pipe1-1/4"1-1/2"2" 5/8" 3/4 1" 1-1/4"I1-1/2" 2" 5/8" 3/4" !1" I I 1 4.74"-5.32" 121.0-135.0 4" BR 2 B 0474 CC 062 075 100 125 ' 150 200 BR 2 S 0474 CC 062 075 1 100 125 150 200 6.84"-7.45" 174.0-189.0 6" BR 2 B 0684 CC 062 075 100 125 150 200 BR 2 S 0684 CC 062 075 100 125 150 200 C8.99"-9.67" 229.0-245.0 8" BR 2 B 0899 CC 062 075 100 125 150 200 BR 2 S 0899 CC 062 075 100 125 150 200 11.04"-12.12" 281.0-307.0 10" BR 2 B 1104 CC 062 075 100 125 150 200 BR 2 S 1104 CC 062 075 100 125 150 200 13.14"-14.58" 334.0-370.0 12" BR 2 B 1314 CC 062 075 100 125 150 200 BR 2 S 1314 CC 062 075 100 125 150 200 15.22"-16.88" 386.6-428.7 14" BR 2 B 1522 CC - 075 100 - 150 200 BR 2 S 1522 CC - 075 100 - 150 200 17.32"-19.19" 439.9-487.4 16" BR 2 B 1732 CC - 075 100 - 150 200 BR 2 5 1732 CC - 075 100 - 150 200 MUELLER®Service Saddles with AWWA iron pipe thread Pipe O.D.range I Kind and size of pipe"; Bronze double strap Optional stainless steel double strap with AWWA I.P.thread(F.I.P.T.) with AWWA I.P.thread(F.I.P.T.) Base Catalog Base Catalog Castor Number Size of tapping Number Size of tapping Inch mm A-C ductile (add to"Base"to (add to"Base"to iron,C900 complete catalog number) complete catalog number) PVC pipe 3/4" 1 1" 1-1/4"11-1/2" 2" 3/4"1 1" I1-1/4" 1-1/2"!, 2" 4.74"-5.32" 121.0-135.0 4" BR 2 B 0474 IP 075 100 125 150 200 BR 2 S 0474 IP 075 100 125 150 200 6.84"-7.45" 174.0-189.0 6" BR 2 B 0684 IP 075 100 125 150 200 BR 2 S 0684 IP 075 100 125 150 200 0.99"-9.67" 229.0-245.0 g" BR 2 B 0899 IP 075 100 125 150 200 BR 2 S 0899 IP 075 100 125 150 200 11.04"-12.12" 281.0-307.0 '* 10" BR 2 B 1104 IP 075 100 125 150 200 BR 2 S 11041P 075 100 125 150 200 13.14"-14.58" 334 0-370.0 12" BR 2 B 13141P 075 100 125 150 200 BR 2 S 1314 IP 075 100 125 150 200 15.22"-16.88" 386.6-428.7 14" BR 2 B 1522 IP 075 100 - 150 200 BR 2 S 1522 IP 075 100 - 150 200 17.32"-19.19"439.9-487.4 16" BR 2 B 1732 IP 075 100 - 150 200 BR 2 S 1732 IP 075 1100 - 150 200 "A-C pipe,classes 150-200 per ASTM C295 and AWWA C400-actual O.D.of pipe being used must fall within the pipe 0.D.range listed in the preceeding charm.Centrifugally cast pipe,classes 50-250 per ANSI/ AWWA C102/A21.2;ANSI/AWWA C106/A21.6;ANSI/AWWA C 108/A21.8,and Federal specification WW-P-421.Ductile Iron pipe.classes 50-56 per ANSI/AWWA C151/A21.51;Cast iron O.D.PVC plastic pipe per AWWA C900, ""The outside diameter of A-C pipe varies from manufacturer to manufacturer.,to make certain you select the proper clamp:1)Determine the 0.D.of the pipe at the point of saddle installation; 2)From the pipe 0.D.range column of the above chart,choose a saddle that has a pipe 0.D.range that includes the determined pipe diameter. These machines may be used with the service saddles illustrated on this page Machine Service saddle tap size I 5/8" 3/4" 1" E-5TM X X X D-5TM - X X TRU-CUTTM - X X ® MEGA-CUTTM X X X PL-2TM X X TO ORDER SPECIFY QUANTITY,OUTLET TAPPING SIZE AND CATALOG NUMBER 5.4 Mueller Co. 3/4" - 2" MUELLER® 3 0 0Tm Rev.7-13 Shaded area indicates changes,. BALL CORPORATION VALVE S MUELLER®300TM Ball MUELLER®300TM Ball Corporation Valve Corporation Valve Inlet:AWWA taper 106110Inlet:AWWA I.P.thread r (MUELLER"CC") t �� thread Outlet:MUELLER®110® t Outlet: MUELLER®110® Conductive Compression Conductive Compression Connection for CTS O.D. B-25008N Connection for CTS O.D* tubing B-25028N tubing 3/4" 3/4"x 1" 1" 1-1/2" 1-1/2"x 2" 2" 13/4" 3/4"x 1" 1" 1 1-1/2' 1-1/2"x 2" 2" MUELLER 300 Ball MUELLER 300 Ball Corporation Valve ilAii Inlet:AWWA taper Corporation Valve Inlet:AWWA I.P.thread (MUELLER"CC")thread Outlet:MUELLER 110® Outlet:MUELLER 6110® Compression Connection for Compression Connection re B-25009N IPS preE*pipe B-25029N for IPS PE*pipe 3/4" 3/4"x 1" .' 1" j 3/4" 3/4"x 1" 1" MUELLER 300 Ball Corporation Valve i MUELLER 300 Ball Inlet:AWWA taper Corporation Valve (MUELLER"CC")thread -,'.iftInlet:AWWA I.P thread Outlet: MUELLER Pack Joint Outlet:MUELLER for IPS PE*pipe Pack Joint for IPS PE*pipe E-25009N **Note:3/4"size only may also be used on E-25029N **Note:3/4"size only may also be used on PVC PVC 3/4"* 11" 1-1/2" 12" 3/4"** 1" 1-1/2" 2" MUELLER 300 BallMUELLER 300 Ball 1 __ Co oration Valve t I Corporation Valve ft.—AM am r ; Inlet:AWWA taper ,-`" ` Inlet:AWWA I.P thread (MUELLER"CC")thread Outlet:MUELLER Outlet: MUELLER Pack Joint Pack Joint for IPS PVC*pipe V-25056N for IPS PVC* pipe V-25058N 1" 1-1/2" 2" 1" 11-1/2" 2" MUELLER 300 Ball MUELLER 300 Ball 1 Corporation Valve Corporation Valve r Inlet:AWWA taper(MUELLER .1‘;-.:11-11611 Inlet:AWWA I.P.thread "CC")thread Outlet: MUELLER Pack Joint Outlet: MUELLER Pack Joint Connection for CTS O.D.* P-25008N Connection for CTS O.D. *tubing P-25028N tubing 3/4" 3/4"xl" 11" 1-1/2" 1-1/2"x2" 2" 3/4" 3/4"x 1" 1" 1-1/2" 1-1/2"x 2"$ 2" ® "See charts on pages 5.12-5.16 for tubing and pipe that may be used with these connections. NOTE:Sizes shown above represent nominal size of inlet and outlet connections.When two sizes are given,the first is size of inlet and the second is size of outlet. $Requires minimum ordering quantity.Contact MUELLER Customer Service Center for minimum order requirements and availability. MUELLER Corporation Valves are manufactured and tested in accordance with ANSI/AWWA C800.Components in con- tact with potable water will also comply with latest requirements of the Federal Safe Drinking Water Act. BALL ANGLE METER VALVES - 3/4" & 1" Mueller Co. 80 . 1 Shaded area indicates change Rev.8-13 Ila MUELLER®300 " • I MUELLER 300 ,,, Ball Angle Meter Valve Ball Angle Meter Valve } MUELLER 110® Conductive MUELLER Pack Joint Connection '7- Compression Connection for CTS ' for CTS 0.D.* tubing x meter O.D.* tubing x meter swivel nut** swivel nut** Quarter turn check- Quarter turn check-lock wing. lock wing. 360° turn option available 360° turn option available by adding by adding-3 suffix to catalog number. -3 suffix to catalog number. Example: P-24258-3 B-24258N Example: B-24258-3 P-24258N Catalog size 5/8x3/4Rt 5/8x3/4 5/8x3/4x3/4Rt Catalog size 5/8x3/4Rt 5/8x3/4 5/8x3/4x3/4Rt _ Meter size 5/8 5/8 5/8x3/4,3/4 Meter size 5/8 5/8 5/8x3/4,3/4 Tubing size 3/4 3/4 3/4 Tubing size 3/4 3/4 3/4 Catalog size 5/8x3/4x3/4 5/8x3/4x1 1Rt 1 Catalog size 5/8x3/4x3/4 5/8x3/4x1 1Rt 1 Meter size 5/8x3/4,3/4 5/8x3/4,3/4 1 1 Meter size 5/8x3/4,3/4 5/8x3/4,3/4 1 1 Tubing size 3/4 1 1 1 Tubing size 3/4 1 1 1 r ' MUELLER 300 • 1 MUELLER 300 Ball Angle Meter Valve Ball Angle Meter Valve r MUELLER 110 Conductive n, MUELLER Pack Joint Connection s„, -'' Compression Connection for IPS PE* I for IPS PE* pipe x meter frpm pipe x meter swivel nut** L -j swivel nut** • Quarter turn check-lock wing. Quarter turn check-lock wing. 360° turn option available by adding i 360° turn option available by adding y -3 suffix to catalog number. -3 suffix to catalog number. B-24259N Example: B-24259-3 E-24259N Example: B-24259-3 = ~J Catalog size 5/8x3/4x3/4 5/8x3/4x1 1 Catalog size '5/8x3/4x3/4 1 111 Meter size 5/8x3/4,3/4 5/8x3/4,1 1 Meter size 5/8x3/4,3/4 1 Q Tubing size 3/4 1 1 Tubing size 3/4 1 C co MUELLER 300 Ball Angle lis; MUELLER 300 Ball Angle Meter Valve -, - Meter Valve " '"" "� =:, MUELLER INSTA-TITE Connection s',t" "I ' MUELLER INSTA-TITE Connection for IPS PE* pipe x meter swivel nut** for CTS 0.D.* tubing x meter swivel It 11 1. Quarter turn check- lock wing. ll nut** 4360° turn option available by Quarter turn check- lock wing. i adding-3 suffix to catalog number. 360° turn option available by B-24266N Example: B-24266-3 B-24267N adding-3 suffix to catalog number. Example: B-24267-3 Catalog size 5/8x3/4x3/4 1 Catalog size 5/8x3/4x3/4 I Meter size 5/8x3/4,3/4 1 Meter size _5/8x3/4,3/4 1 Tubing size 3/4 1 Tubing size 3/4 1 Note:Two-piece factory assembly 0 *See charts on pages 8D.17 and 8D.18 for tubing and pipe that can be used with this connection. **Meter swivel nuts are regularly furnished with a saddle feature to aid in meter installation and removal.A plain swivel nut is available as an option by adding a suffix of-1 to the catalog number. t The"R"indicates this valve has a reduced port.Port size is one nominal size smaller than the valve inlet/outlet MUELLER Valves and Couplings are manufactured and tested in accordance with ANSI/AWWA C8C10. Components in contact with potable water will also comply with latest requirements of the Federal Safe Drinking Water Act. Mueller BALL ANGLE METER VALVES 80 . 2 „ 1 -1 2„ 2" Rev.8-13 Shaded area indicates change �/� 1 / MUELLER®300' • MUELLER 300 Ball Angle Meter IA Ball Angle Meter Valve.Copper flare nut Valve nut** x meter swivel F.I.P.x meter swivel nut**. Quarter turn check-lock wing. I Quarter turn check-lock wing. - 360°turn option available by adding i 360°turn option available by adding -3 suffix to catalog number. ' -3 suffix to catalog number. B-24255N Example: B-24255-3 B-24265N Example: B-24265-3 Catalog size 5/8x3/4Rt 5/8x3/4 5/8x3/4x3/4 Catalog size 5/8x3/4Rt 5/8x3/4 5/8X3/4X3/4Rt Meter size 5/8 5/8 5/8x3/4,3/4 Meter size 5/8 5/8 5/8x3/4,3/4 Tubing size 3/4 3/4 3/4 Pipe size 3/4 3/4 3/4 Catalog size 5/8x3/4x3/4Rt 5/8x3/4x1 1Rt 1 Catalog size 5/8x3/4x3/4 5/8x3/4x1 112.1. 1 1 Meter size 5/8x3/4,3/4 5/8x3/4,3/4 1 1 Meter size 5/8x3/4,3/4 5/8x3/4,3/4 1 1 Tubing size 3/4 1 1 1 Pipe size 3/4 1 1 1 _-, MUELLER 300 Ball Angle Meter Valve •- MUELLER 300 Ball Angle Meter Valve MUELLER 110®Conductive .., MUELLER®Pack Joint Connection > Compression Connection for CTS 1- ! for CTS O.D.*tubing x meter flange " ;, O.D.* tubing x meter flange Quarter turn check-lock wing. i _ Quarter turn check-lock wing. 4 360°turn option available by - 360°turn option available by adding-3 suffix to catalog number. adding-3 suffix to catalog number. Example: P-24276-3 B-24276N Example: B-24276-3 P-24276N Catalog size 1-1/2 2ff Catalog size 1-1/2 2tt Meter size 1-1/2 1-1/2,2 Meter size 1-1/2 1-1/2,2 Pipe size 11-1/2 2 Pipe size 1-1/2 2 i -. MUELLER 300 Ball Angle Meter Valve ati MUELLER 300 Ball Angle Meter Valve Two piece factory assembled F.I.P.x meter flange -i Copper flare nut x meter flange Quarter turn check lock wing. Quarter turn check-lock wing. : 360°turn option available by 360°turn option available by adding-3 ; adding-3 suffix to catalog number. suffix to catalog number. Example: B-24286-3 Example: B-24277-3 B-24277N B-24286N Catalog size 1-1/2 2tt Catalog size 1-1/2 2tt Meter size 1-1/2 1-1/2,2 Meter size 1-1/2 1-1/2,2 Pipe size 1-1/2 2 Pipe size 1-1/2 2 MUELLER 300 Ball Angle Meter Valve MUELLER 300 Ball Angle Meter Valve ilkF.I.P. x meter swivel nut** Extended F.I.P.x meter swivel nut** Extended length. Quarter turn check-lock wing. - �, , length. Quarter turn check-lock wing. 360°turn option available by adding-3t+ i* 360°turn option available by adding-3 f suffix to catalog number. suffix to catalog number. Example: B-24265-3 r. 47 Example: B-24265-3 B-24371N B-24371N Catalog size 3/4Rt Catalog size 3/4Rt Meter size 3/4 Meter size 3/4 Pipe size 3/4 Pipe size 3/4 *See charts on pages 8D.17 and 8D.18 for tubing and pipe that can be used with this connection. t The"R"indicates this valve has a reduced port.Port size is one nominal size smaller than the valve inlet/outlet ttThese valves have meter flanges double drilled to fit either 1-1/2"or 2"meters. MUELLER Valves and Couplings are manufactured and tested in accordance with ANSI/AWWA C800. Components in contact with potable water will also comply with latest requirements of the Federal Safe Drinking Water Act. ES-LF007 For Non-Health Hazard Applications Job Name Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative LEAD FREE* Series LF007 Double Check Valve Assemblies Sizes: 1/2" -3" (15-80mm) t Series LF007 Double Check Valve Assemblies shall be installed at referenced cross-connections to prevent the backflow of polluted water into the potable water supply.Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. The LF007 features Lead Free`construction to comply with Lead 1/4"(20mm)LF007M3QT Free*installation requirements. Check with local authority having jurisdiction regarding vertical orien- tation,frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AWWA Std.C510.Approved by the Foundation for Cross- Connection Control and Hydraulic Research at the University Test Cocks of Southern California. --- Features 7-0° •Ease of maintenance—only one cover � •Top entryoccoxo ‘i � •Replaceable seats and seat discs •Modular construction l ,��ZIE_.,. --.-- !� .... - — •Compact design �' ,�,, •Lead Free"cast copper silicon alloy body construction — dam 'h"-2"(15-50mm) • •Fused epoxy coated cast iron body—2'/"—3"(65—80mm) First Check Second Check •Top mounted Lead Free`ball valve test cocks Module Assembly Module Assembly •Low pressure drop The LF007 Series features a modular design concept which facilitates •No special tools required for servicing complete maintenance and assembly by retaining the spring load. •1/2"—1"(15—25mm)have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location.The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs.The check module seats and seat discs shall be replaceable.Service of Now Available all internal components shall be through a single access cover secured with stainless steel bolts.The Double Check Valve WattsBox Insulated Enclosures. Assemblies shall be constructed using Lead Free*cast copper For more information,send for literature ES-WB. silicon alloy.Lead Free*Double Check Valve Assemblies shall comply with state codes and standards,where applicable,requir- ing reduced lead content.The assembly shall also include two NOTICE resilient seated isolation valves;four top mounted,resilient seated Inquire with governing authorities for local installation requirements test cocks.The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std.C510.Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University *The wetted surface of this product contacted by consumable of Southem California.Assembly shall be a Watts Series LF007. water contains less than 0.25%of lead by weight. A Watts product specifications in U.S.customary units and metric are approximate and are provided for reference only.For precise measurements, please contact Watts Technical Service.Watts reserves the right to change or modify product design,construction,specifications,or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Pressure — Temperature Models 1/2"-2"(15-50mm) Sizes: CTemperature Range:33°F-180°F(0.5°C-82°C). 1/2"-2"(15-50mm) Maximum Working Pressure: 175psi(12.1 bar). Suffix: 21/2"-3"(65-80mm) S-copper silicon alloy strainer Temperature Range:33°F-110°F(0.5°C-43°C)continuous, LF-without shutoff valves 140°F(60°C)intermittent. Prefix: Maximum Working Pressure: 175psi(12.1 bar). U-Union connections Standards 21/2"-3" (65-80mm) ASSE Std. 1015,AWWA Std.C510 Suffix: IAPMO PS31,CSA B64.5 NRS-non-rising stem resilient seated gate valves ��ps61F,Fo ® s P0 U� OSY-UUFM outside stem and yoke resilient seated gate valves Approvals e ® LF-without shutoff valves t ASSE,AWWA,IAPMO,CSA, UPC ® M" QT-FDA-FDA epoxy coated quarter-turn ball valves • Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southem Califomia. • Models with suffix LF and S are not listed. • UL Classified(without shutoff valves only)3/4"-2" (20-50mm)(except 007M3LF) • UL Classified with OSY gate valves (21/2"and 3"horizontal only.) ✓ 1/2"-2"models Lead Free*with strainer Horizontal and vertical"flow up"approval on all sizes A. A ■ ! • = `- c �G map ll1111111 .- Irk *w. rs • Subscript'S'=strainer model Dimensions-Weights MODEL SIZE(ON) DIMENSIONS WEIGHT A B C 0 F G R T in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm in. mm lbs. kgs. tA' LF007QT 12 15 10 254 45/8 117 2% 62 — — 5 127 33/s 85 25/6 59 21A8 52 4.5 2 tA• LF007M30T 3/4 20 111/8 282 4 102 31/2 79 — — 633s 157 37/16 87 2'/s 54 15/is 33 5 2.3 t•• LF007M1QT 1 25 131/4 337 51/2 130 4 102 — — 71/2 191 33/s 85 111116 43 11316 43 12 5.4 1.•• LF007M2QT 11/4 32 16% 416 5 127 35/18 84 — — 91/2 241 5 127 3 76 2 50 15 6.8 tAT LF007M2QT 11/2 40 163/4 425 47/8 124 31/2 89 — — 93/4 248 513118 148 31/ 79 27136 68 15.9 7.2 t•• LF007M1 QT 2 50 191 495 61/4 159 4 102 — — 13% 340 61/2 156 3%6 87 211/;6 68 25.7 11.7 •♦ LF0070T-S 1/2 15 13 330 6 152 2736 62 3 76 5 127 33/8 85 253s 59 2136 52 5.5 2.5 •♦ LF007M3QT-S 3/4 20 141/2 368 61/8 156 31/2 79 3 76 6%s 157 373s 87 21/2 54 1536 33 6.7 3.1 •♦ LF007M10T-S 1 25 1715%s 157 73/4 197 4 102 3'/ 83 71/2 191 33/8 85 11'36 43 11'36 43 14 6.4 •♦ LF007M2QT-S 1% 32 211/2 546 7'38 179 35/6 84 3'/2 83 91/2 241 5 127 3 76 2 50 19 8.6 •V LF007M20T-S 11/2 40 2536 637 7138 179 312 89 33/4 95 93/4 248 51148 148 3'/s 79 211/16 68 19.6 8.9 •♦ LF007M10T-S 2 50 271/4 692 83/4 222 4 102 4 102 13% 340 61/2 156 3738 87 211/16 68 33.5 15.2 Capacity As compiled from documented Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California lab tests. tt Typical maximum system flow rate(7.5 feet/sec.,2.3 meters/sec.) **UL rated flow 1/2"(15mm) 11/2""(40mm) bars psi tt bars psi tt ▪ 8 12 a.8 12 C .7 10 2 .7 10 - c .5 8 G .5 8 g .4 6 - �.. § .4 6 �,�,r.r•"� y .3 4 H .3 4 2 .1 2 2 .1 2 a 0 3 "' 0 0 0 2 4 6 8 10 12 gpm 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 0 7.6 15.2 22.8 30.4 38 45.6 Ipm 0 38 76 114 152 190 228 66 304 342 380 418 456 Ipm 5 7.5 10 fps 5 7.5 10 15 fps 1.5 2.5 3.0 mps 1.5 2.5 3.0 4.5 mps Flow Flow bars psi a/4"(20mm) tt 2"(50mm) 1.5 22 hars psi tt .6 12 1.2 18 ..7 10 .. 1 p .96 14 45 6 - ---•J o 3 48 �f e .69 10 .1U..1 2 2 .41 6 a 0 0 a ----- V0 25 50 75 100 125 150 175 200 gpm 0 95 190 285 380 475 570 665 760 Ipm .14 2 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 0 5 10 15 20 25 30 35 40 45 50 gpm 0 19 38 57 76 95 114 133 152 171 190 Ipm Flow 7.5 15 fps 2.3 4.6 mps Flow 1"(25mm) 21/2"(65mm) bars psi tt o.bars psi tt ** 1.1 16 • .B 12 _ __ _ 2.7 10 D G .7 10 5 8 = .5 8 �.r�/ .4 6 2 .4 6 �,,,,�..r^�" m.3 4 .rr.-��- ▪ .3 4 a.1 2 a .1 2 0 0 0 5 10 15 20 25 30 35 40 45 50 55 60 gpm 0 25 50 75 100 125 150 175 200 225 250 gpm 0 19 38 57 76 95 114 133 152 171 190 209 228 Ipm D 95 190 285 380 475 570 665 760 855 950 Ipm 5 7.5 10 15 1p5 5 7.5 10 15 fps 1.5 2.3 3.0 4.6 mps 1.5 2.3 3.0 4.6 mps Flow Flow 11/4"(32mm) 3"(80mm) bars psi tt bars psi tt ** 1 14 .7 10 po. .8 12 ter+ 0..5 8 .7 10 - / 4 6 • .4 6 . ;I.3 4 ` .3 4 /.0." 2 0 0 a .1 2 a 0 25 50 75 100 125 150 175 200 225 250 275 300 325 gpm 0 0 0 95 190 285 380 475 57D 665 760 855 950 1045 1140 1235 Ipm 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm 5 7.5 10 Ips 0 38 76 114 152 190 228 266 304 342 380 418 456 Ipm 1.5 2.3 3.0 mps 8 7.5 10 15 fps Flow 1.5 2.3 3.0 4.6 mps Flow EU,ryC F� o N I WWATFS® 008 \........"8'.2'' E CERTIFIED A Watts Water Technologies Company USA:Tel:(978)688-1811 •Fax:(978)794-1848•www.watts.com Canada:Tel:(905)332-4090•Fax:(905)332-7068•www.watts.ca ES-LF007 1325 ©2013 Watts . . , Q ,7':' c':0°Qc::::(') (:) 6A04214 .4..r.di IS CP* 44 OVC (IC °:ti''''' . . P# 00.- Ltj a I' . �, � I1tel w i , � t.,,. .,......„../- t, t1r•• ,... 11 Vtir 4f f NI V- 0Gt Vi C MO X s11 0 03 f 0 '0` C.? 42 L U '1) 1n t') v) Ell U) ch U) S/} t U 4 .= r-- r- r- e--+ r- r- • r- rCS - M Rf r--- CYt " U") U) 1.f') C: I a 1.i') t) r -0 = W ('J t'tit C\J M t"*1 'C#' 1.t") to tU s- 3 r-.1 ,-t r-4 v.....4 ' rl ri .-i ,-4 L} N S_ -t-- 0 1 C U rci C > * I— to .3 v (13 •r- r:7) - - _ = __ - 1n = = C 0) -CO ■r l ., CO .r 0 r-1 y-4 Lt*) 3 C <t < < Oa V ca w Lt.. Q in it-) Lo u) in u-) 1.r) A.° tit") in Cs. U) ill 1 ) L.t1 III U) t.d'U) in SEWER: o PIPE ❑ NORTH AMERICAN —SDR35 PVC ❑ DIAMOND—SDR35 PVC o MANHOLE RING & COVER ❑ BASS AND HAYS—VRM30 o PRECAST ❑ TURNER - MANHOLE DIAMETER 48" o FITTINGS ❑ MULTI FITTING --TRENCH TOUGH GASKETED o CLEANOUT ❑ BASS & HAYS—404 SERIES C North American Pipe Corporation , W WW.northamericanpipe.com Product Description: ASTM D3034 0 `` Gravity Sewer Pipe Cy .. North American Pipe's ASTM D3034 Gravity Sewer PVC product line is manufactured to meet the needs of modern municipal waste water systems, residential waste water control and other non- pressure applications.With top quality raw materials and modern processing technology North r- 1 American Pipe's ASTM D3034 Gravity Sewer pipe meets all industry standards in addition to our own CI) ., i rigorous quality control standards. North American Pipe's ASTM D3034 Gravity Sewer pipe utilizes Reiber style gaskets throughout the entire product offering. North American Pipe produces a full range • of ASTM D3034Gravity Sewer pipe in SDR-35 and �- SDR-26 classifications.Whether specifying or installing our pipe you can be assured that North American Pipe will provide the pipe"Right, On f" ''''-: -ill t Time,All the Time". il This product is made in accordance with the following specifications: ASTM D3034 ASTM D1784 ASTM F477 ASTM D3212 Short Form Spy t,amo:i for North American I '1,3e ' .=~rts .., r, -ASTM D3034 Gravity Se,..' ;rv,, '-' �«„� PVC gravity sewer pipe shall be made from a " i compound conforming to a cell classification of 12454 or 12364 as defined by ASTM D1784 and in accordance with ASTM D3034 for sizes four inch through fifteen inch. The wall thickness, when tested according to ASTM D3412, shall correspond to a dimension ratio of SDR 35 with a pipe stiffness II �f value of 46 or SDR26 with a pipe stiffness of 115 for .x. heavy wall pipe. Integral bells shall incorporate locked in gaskets meeting the requirements of ASTM D3212 and F477. The laying length of the pipe shall be 14 feet. Rev:01/2006 2801 Post Oak Blvd.I Suite 600 I Houston I TX 177056 Phone: 713-840-7473 Toll Free 800-999-7473 Fax: 713-552-0087 4'• North American Pipe Corporation www,northamericanpipe.com ASTM D3034 Gravity Sewer Pipe T L C 6. CD BD t OUTSIDE *APPROX. **APPROX. INSERT NOMINAL PIPE SIZE DIA. —NOM. BELL DIA. BELL DEPTH MARK (OD) (BD) (C) (L) 1 4" 4.215 5.25 4.27 3.250 6" 6.275 7.50 5.40 4.125 8" 8.400 10.00 6.27 4.250 10" 10.500 12.25 7.16 5.250 12" 12.500 14.25 8.04 5.500 15" 15.300 17.25 9.61 7.500 NOMINAL SDR 35 SDR 26 SDR 23.5 PIPE SIZE (T) (T) (T) 4" .120 .162 .178 6" .180 .241 .265 8" .240 .323 10" .300 .404 12" .360 .481 15" .437 .588 Note:These dimensions are for estimating purposes only *Dimension given for Approx.Bell Diameter(BD)is for highest pressure class **Nominal depth,depth will vary by pressure class Rev:01/2006 2801 Post Oak Blvd.I Suite 600 I Houston I TX 177056 Phone: 713-840-7473 Toll Free 800-999-7473 Fax: 713-552-0087 --f.":Nr:----7„,. 4::> .... . ... . , ' Q-)67-T-712[7. i ; 21 TM: �: Sa ni-t:i . � ■ . PVC Sewer Pipe SANITARY SEWER PIPE Tfei ,..; _,.,.. _,,.,,..,,,,,,,, .__.._.. FOR THE2trt CENTURY " SPECIFICATION DATA 7 ar0! � ` -- D3034&F679 ,` 't 8 i4, -;`$ �' , jo , t li r� SEWER SPECIFICATION DATA .+1,01,Iii ` i ''' ' 4' . " f" Diamond gravity sewer pipe 4 inches , a :4p,, t ," ,' . , ,. through 48 inches shall be made of p,',...1,'; 'It: �rr� compounds conforming to material ; , 1n1 requirements of ASTM D3034 and ' :1 f `' na ASTM F679 in accordance with ; ; , ti, = % i1 ASTM D1784.Diamond PVC Sewer , ` ,;� z � �g< ,,+ Pipe meets all the dimensional, - ; „ chemical,and physical requirements as _` T' 4; - outlined in ASTM D3034 and ASTM F679. tovti � ' The pipe sizes 4 inches through 48 inches � ' 1 " �; are made with an integral bell1014;.,,,, ` , "water-tight"joint that meets the requirements of ASTM D3212 and that '^ '` utilizes a Riebergasket system for Y � � � sealing that meets the requirements of ASTM F477. Each male end shall be beveled to facilitate joining and referencing marked for proper insertion depth.Diamond furnished lubricant is to be used in the joining process. Physical Properties of ASTM D3034&F679 Pipe Stiffness Pipe Materials: Pipe Modulus Pipe shall be made of PVC plastic having a minimum cell classification of 12454 or 12364 as defined in Specification SDR E= 400,000 E=500,000 D1784. 41 28 35 Property ASTM Minimum 35 46 57 Test 26 115 144 Specific Gravity D792 1.402. Tensile Strength,psi D638 7,000 Tensile Modulus,psi D638 400,000 IZOD Impact Strength, D256 .65ft.,lb./in. SHORT FORM Specification for Diamond PVC Solid-Wall Sewer Pipe SDR 26 or SDR 35 or P546 or PS 115 Diamond PVC Solid-Wall Sewer Pipe shall be made of compounds conforming to ASTM D1784 manufactured in accordance with the material requirements of ASTM D3034 or ASTM F679.Diamond PVC Sewer Pipe must meet all dimensional,chemical,and physical requirements as outlined in ASTM D3034 orASTM F679.Diamond PVC Sewer Pipe shall be installed according to the requirements of ASTM D2321.Joints shall meet the requirements of ASTM D3212 and shall be formed using Rieber Technology.Uni-Bell UNI-PUB 6,"and the manufacturer's requirements." III II I III (ii.. I '''' DIAMOND PLASTICS® CORPORATION .i Corporate Headquarters• 1212 Johnstown Road•P.O.Box 1608•Grand Island,NE 68802-1608 mi'� � SANITARY SEWER PIPE FGR THE 21st C.ENT1l11 '1 ti ti,... '1,1.,,.111 IiI� Ik ,m i .��H�II�i ii s s( „,,,,40,, 3 ai'l ,� �� "lily k o , ��ii i s r�i .x: .1 i . , � iiii,h#� m=-.._� it„.. � „1�tlippilP��i w'm 1 i i!A @ ��pl1 i�. ".. Iii II,IIi 4it� IN{. i'Y(: .1� 1iG,,i. ( '*�G 4 ��,',',P � ,:. f a � . �, (1� l i)III["� _ (d; a. -�,,,, „ i�I (s s i ii i(, _ �) ' s?+` �' �„e611) v::... y,i� "✓ �re�; wa :s+� tiu:,a��;97��,°��..'� 'I:niljae :: d�nua u '� �sa i�I I! .. a ._z,w a ue� ��w... . �.-., w,.� u.._.� ,��i.z•a; � „� �3P .. ,,a�ni� dl..�. ��mtin,u Sani-21 TM: PVC Sewer Pipe / SPECIFICATION DATA `` _' . _ ,_ 2.1 . . Reiber Joint Illustration ; '- '-t-1€:,, --.,:r,-...., -'° D-)- E it C > gni "" Mil VEMMIMMMIL44ii A III A B , d supplied in 14 foot and 22 foot lain lengths. laying : F r�� Sani-21 is 4 'L a , �„.aceesn�u, x Sani-21TM ) D3034&F679 SEWER SPECIFICATION DATA Strength Nominal Outside Bell Socket Socket Insert Wall Thickness Wall Thickness 6•.� Pipe Size Diameter A Diameter B Depth C Mark D SDR26/PS115 SDR35/PS46 I��J�V1 Inches Inches Inches Inches Inches (t)Inches (t)Inches D-3034 Pipe Dimensions 4 4.215 5-1/4 4-5/8" 4" 0.162 0.120 6 6.275 7-1/2 4-3/4" 4" 0.241 0.180 8 8.400 9-7/8 6-1/8" 5" 0.323 0.240 10 10.500 12-3/8 6-3/4" 6" 0.404 0.300 12 12.500 14-5/8 7-1/4" 6" 0.481 0.360 15 15.300 18 6-3/4" 6" 0.588 0.437 18 18.701 21-3/4" 7-3/4" 7" 0.671 0.499 21 22.047 25-1/2" 7-3/4" 7" 0.791 0.588 24 24.803 28-3/4" 8-1/2" 7-1/4" 0.889 0.661 27 27.953 32-1/2" 8-1/2" 7-1/4" 1.002 0.745 30ciod 32.000 37-1/4" 12" 10" 1.148 0.853 36 ciod 38.300 43-1/4" 12" 10" 1.373 1.021 42 ciod 44.500 53" 16" 13" 1.187 48 ciod 50.800 60" 16" 13" 1.355 "Possession of this page does not constitute an offer of sale" Prices are subject to a firm policy of"Price in effect at time of shipment on regular purchases" DIAMOND g PLASTICS® CORPOR ATION Corporate Headquarters• 1212 Johnstown Road• P.O.Box 1608•Grand Island,NE 68802-1608 SANITARY SEWER PIPE FOR THE 21st CENTURY 14 U., 0 0 N N 4l1 0 0 2.w W O Q w -+ c -, m tY EYM ga a . 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T >a m Q .N w O o o .l vi-= LLI O�cs. to N o •� O •y .N, W•N N d I6 C pd .�" 7 •?� N N V.c m d c DO d.°'= r co U O` , d MO N20- O� cu O � c0 .- Nl.m9yc O pj4oa O0OU d Q 0 O 0 U VQ U GCr) v' C F.E E. Uoit!r,U3 Uaom ( ll i W_ ,W^ V z Q LL l CL O H Ow J '4 HI-- Oa- CO I Q 0 c) oz ---4( _ I i 1 A1.1 A . ,--- --- - ... . \ W_ 17 ' W Q iCZ L'1 lld Q _ o O .471." 4,\ / CCI \\\''''''',. 7, 1 Q -.1-1 AVAILABLE IN 24"OR 30" J i AVAILABLE IN e • 45" CONCENTRIC CONE ILLUSTRATED 24',30'€36' •o 24"E 30"OPENINGS AVAILABLE • 36" A •e PROFILE GASKETS AT ALL JOINTS d a LIFTING TS N AVAILABLE IN 3 LLICAL RISER SECTIONSRA DI CONES I',2',3'OR 4' lv ° • • TYPICAL LIFTING INSERTS 6 IN ALL 4'I.D. BASE SECTIONS • 24" • i^DROP PER PT. •• L • ' FLATTOP ILLUSTRATION • • " • •• : -.. • 4•.- < . A 5" FOR SHALLOW MANHOLE 5" 24" 48" (TYP.) 58" as e 48" MANHOLE - EXTENDED BASE WITH REDUCING CONE ?` I."DROP PER3•X8"W3XW2.5 WELDED WIRE/. O : • • • •• ••' •`• . • ♦•�< • IN ALL SURFACES E BOTTOM 58" GENERAL NOTES: #3 BAR 12"O.C.WITH EACH WAY -WATER TIGHT GASKETS AT ALL PIPE CONNECTIONS - HOLES AS SPECIFIED - MAX. DIA. = 28" DIA. - AVG. WEIGHT OF 2' DEEP BASE W/8" INVERT = 5000#- RISER WEIGHT = 800#/VT.F - MANUFACTURED TO YOUR SPECIFICATIONS - INVERT DEPTH SHALL BE EQUAL TO THE LARGEST PIPE DIAMETER - MEETS OR EXCEEDS ASTM-C-478-95 REQUIREMENT - CLASS I CONCRETE WITH DESIGN STRENGTH OF 5000 PSI AT 28 DAYS. The Turner DRAWN BY:DJ" JOB NO: DATE.302/2010 CUSTOMER&PRODUCT JOB NAME C O• 48" I.D. MANHOLE- EXTENDED BASE 'I'RENCII TOIJGII PLTM GASKETED SDR35 SEWER FITTINGS Injection Molded 11 use in wastewater, stormwater and 1 4" -15" industrialIdealfor waste applications. _�- ��. ,v 4 • 6 kne 3,',1,$',.,- ' " 7, suchReinforced as the branchestoSDR2of tees andssat wyeskeylocations al for optim �� R �°� o Fabricated ? _. long-term performance.thic 12" -48" 4.6 j" Joint withstands 15 psi hydrostatic pressure and a 10.8 psi vacuum pressure. Leak proof at 5°joint deflection and 5% - ., ,,'.,.."..4„.,;,..,-,.:i — , , ''''t ring deflection. �SiM c). O TRI3NCII 'I'(1IJGII PLIJSTM •.• LARGE DIAMETER MOLDED SDR35 ................. SEWER FITTINGS OIN Injection r • Multi is the only manufacturer to offer 12" and 15" Molded � molded fittings. 12" -15" • Designed to exceed all applicable standards and ' ;' rr are built to withstand higher impact forces, higher loads and jobsite conditions. 4 , 3,{ • Reinforced at key intersecting locations for added (Ig ♦� strength without losing flexibility. 9P S�° 'I'RENCII TOIJGH PLIJSTM � � ... HEAVY WALL SDR26 GASKETED Injection SEWER FITTINGS Molded 4"-12" Compatible with SDR26 and SDR35 sewer pipe and are used in areas where the installation '-1 % a conditions are more challenging, such as deep Fabricated burial applications or projects in poor soils. 12" -18" Service fittings are manufactured with an "extra heavy wall" SDR24 thickness. • Easily identifiable with its grey gaskets. (II) PVC SEWER FITTINGS I 5 SPECIFICATION CHART SEWER FITTINGS OPTIONS SIZE RANGE REFERENCED STANDARDS INJECTION MOLDED: ASTM D3034, F679, F170 �^ * Trench Tough Plus up to 15" CSA B182.2 Gasketed Fittings SDR35 CSA B181.2 i FABRICATED: up to 42" IAPMO File 2431 INJECTION MOLDED: """", Trench Tough Plus up to 12" Gasketed Heavy Wall SDR26 FABRICATED: ASTM D3034, F679, F170 0 I up to 27" INJECTION MOLDED: .... DR51 DR254" 8" (DR18) AWWA C900 CIOD Sewer Fittings DR41 DR18 AWWA C907 DR32.5 DR14 FABRICATED: AWWA C905 10" -48" INJECTION MOLDED: 3' - 8" ASTM D2665 (6" &8") f: Solvent Weld SDR35 FABRICATED: NSF 14 (6" &8") CSA B181.2 (6" &8 ) ,�, 8" - 15" ASTM F794 AASHTO Ultra-Rib Open Profile 8" - 24" CSA B182.4 M304 „.,.. ASTM D3034 INJECTION MOLDED: '6 DWV Schedule 40 PVC PVC 6 12 CSA, IAPMO, NSF FAB R ICATED: 10" - 24" 0Backwater Valves ABS PVC 3" - 6" CSA, IAPMO, NSF, SBC PRESSURE FITTINGS OPTIONS SIZE RANGE REFERENCED STANDARDS AWWA C900 &C905 (Fabricated Fittings) DR 51 INJECTION MOLDED: AWWA C907 Blue Brute DR 41 4" -8" (DR 18) (Molded Fittings) C900/C905/C907 CIOD DR 32.5 CSA B137.2 DR 25 FABRICATED: (Molded Fittings) DR 18 10" -48" CSA B 137.3 (Fabricated Fittings) DR 14 Factory Mutual (4" - 12") Underwriter's Laboratories INJECTION MOLDED: Cycle Tough 172" -8" ASTM D1784,D3139,D1599, Pressure Fittings for DR 21 D2241,F477 Series 200 IPS Pipe FABRICATED: CSA B137.3 1 NSF-61 t 10" - 24" 10 I EASY SPECIFICATION CHART a ,z,..... ..,„,..,...„ ,,„ — • - r+.,„ .. x 3. A .rz mss - ,ra t� -rgs �� C n .` �€ u a 1 C' a ` ate, h... lei w v, K 4 P , _.... d S �,u. 6 c 'Jt f". Fy d[J r. }•5 .".moi Z. M i 1 f YICINI k 1 ELZOLL 2 t S Z w } } LU —J 1 U I a CC LU h �T � M UJ IA 6',t J Y at CC C/ LLI x Q v J A Si o .. a c e LL des Mm C MELS ELECTRIC, LP LETTER OF TRANSMITTAL DATE: 4-10-2017 REFERENCE: Contract Burns Street TO: Eric Nelson Coppell, Texas RKM Utility Services, Inc. 2105 Waterview Parkway Richardson, Texas 75080 BY: David R. Gonzales ATTACHED PLEASE FIND SUBMITTAL SHEETS ON: ITEM DESCRIPTION 1 Electronic Copy— Electrical Submittal THESE ITEMS ARE SUBMITTED FOR: APPROVAL X APPROVAL AS SUBMITTED RESUBMIT COPIES AS REQUESTED APPROVAL AS NOTED SUBMIT 1_Electronic Copy REVIEW/COMMENT RETURNED FOR CORRECTIONS RETURN ,COPY REMARKS: 6305 South IH 45, PO Box 40, Wilmer, TX 75172 972-441-6208 OFFICE; 972-441-6394 FAX (11:0; CONSTRUCTION CONTRACT SUBMITTAL FOR: Coppell — Burns Street Coppell, Texas SUBMITTED TO: RKM Utility Services, Inc. 2105 Waterview Parkway Richardson, TX 75080 April 10, 2017 SUBMITTED BY: MELS ELECTRIC, L.P. SCH 40 PVC Conduit & Conduit Fittings f ■ Rigid Non Metallic Schedule 40 Electrical Conduit ai HeritagePiastics April 18, 2012 Heritage Plastics created the long bell for ease and efficiency. In compliance with the industry standards, Heritage Plastics PVC Electrical Conduit is manufactured from virgin PVC compounds complying with the UL651 standards as described in the standards specifications for rigid PVC com- pounds ASTM D 1784-81. Our PVC Electrical Conduits are subject to in-process quality control to assure compliance with appropriate manufacturing and performance standards. • UL 651 • Sunlight and Weather resistant • RUS Listed • Reduced emissions of smoke&HCL • NEMA TC-2 • Listed for 90°C conductors or cable and direct sunlight • NEMA TC-3(Accessories) • Rigid nonmetallic raceway for wires and cables in accord- • UL Standard 514 B(Accessories) ance with the NEC • General Service Administration (GSA)WC 1094A • Superior weathering characteristics • National Electric Code -Article 352 Schedule 40 Electrical Conduit 10'Part 20'Part Nominal Weight Pack Qty O.D. I.D. Wall # Size 100' 10' 510510 510520 . 1/2 16.4 6,000' .840 .622 .109 510710 510720 3/4" 21.8 4,400' 1.050 .824 ,113 511010 511020 1" 32.1 3,600' 1.315 1.049 .133 511310 511320 1 Y4' 43.4 3,300' 1.660 1.380 .140 511510 511520 1 1/2' 51.8 2,250' 1.900 1.610 .145 ---�. 512010 512020 2" 69.5 1,400' 2.375 2.067 .154 512510 512520 2'/2" 109.6 930' 2.875 2.469 .203 513010 513020 3" 143.5 880' 3.500 3.068 .216 513510 513520 3 Y; 169.1 630' 4.000 3.548 .226 514010 514020 4" 204.3 570' 4.500 4.026 .237 nom-, 10 515010 515020 5" 277.6 380' 5.563 5.047 .258 ' }.4. �' 516010 516020 6" 360.0 260' 6.625 6.065 .280 'J ' 861 N. Lisbon Street 5128 West Hanna Ave. 1202 N. Bowie Drive 189 N.Heritage Park Dr. Carrollton,OH 44615 Tampa, FL 33634 Weatherford,TX 76086 Milford, UT 84751 330.627.8002 330.627.8002 817.594.8791 817.594.8791 KRALOY PVC ILNCTRICAL FITTINGS 9 APPLICABLE STANDARDS Underwriters Laboratories UL50 Enclosures for Electrical Equipment UL UL514B Fittings for Cable&Conduit UL514C Nonmetallic Outlet Boxes,Flush-Device Boxes&Covers CONDUIT FITTINGS Schedule 40 Standard Radius 90° Elbows Size Part Product (in.) Number Code A(in.) B(in.) C(in.) 1/2 40STD0590 078540 0.840 1.500 4.000 3/4 40STD0790 078541 1.050 1.500 4.500 - i cn v 1 40ST01090 078542 1.315 1.875 5.750 ,' 1 Z r- C t o0 1-1/4 40STD1290 078543 1.660 2.000 7 250J•' B-•. 9 m 1-1/2 40ST01590 078544 1.900 2.000 8.250 d (/)m .----11p.- 2 40STD2090 078545 2.375 2.000 9.500 , . 1 2-1/2 40STD2590 078546 2.875 3.000 10.500 1 3 40STD3090 078547 3.500 3.125 13.000 1H 3-1/2 40STD3590 078548 4.000 3.250 15.000 o 4 40STD4090 078549 4.500 3.375 16.000 z 0 5 40STD5090 078550 5.563 3.625 24.000 c 6 405136090 078551 6.625 3.750 30.000 2 o us4 1111:0 KRALOY PVC SLICTRICAL FITTINGS CONDUIT FITTINGS Couplings Size Part Product OD OL .„ -- (in.) Number Code N Min(in.) (in) (inj 1/2 CP05 0/8001 0.008 1.002 1.410 3/4 CP07 078002 0.070 1.265 1.535 1 CP10 0 Marl 0.095 1.545 1860 1 1/4 CP12 078004 0.110 1.945 2.020 1 1/7 CP-15 0/8005 0.084 2,180 2.255 -Iso- 2 CP20 078006 0,095 2.683 2.390 2 1/2 CP25 078001 0,1 10 3.241) 3.120 3 CP30 078008 0.166 3.040 3,340 4..g. N ji: --7.--* :-: E._ 5 CP50 018012 02/0 6.120 fi 3 1/2 6 CP35 0/8(X)9 0.2(X) 4,413() 078010 0.225 4 CP40 5.000 3.615 3.785 4.170 Ii CP60 078014 0.255 7.285 4.875 1. 8 CP80 1/8192 . , Illf Size Part Number 5° Couplings B x B (M.) Code Len) 1111 2 5EC20 078049 4.0 3 5EC30 078051 6.0 4 5EC40 078053 7.0 5 5EC50 078055 7.5 6 5EC60 078422 11.0 . ._ _ ._.,.. ...... . IN , 5°Couplings B x S in z Size Part Product 1,.'.14,:*"..75-`,';'• "*.' "----vg..',. (in.) Number Code L(in.) - , 1- 2 5EC2OBS 078025 A 0 D ' 3 5EC3013S 078028 6.0 z 0 0 ---- . 4 5EC4OBS 078028 7.0 .---- - ._ 6 5EC6096 078030 11.0 ---- -- iiiiiiiiir . _ _...... __ _ KRALOY PVC aLRCTRICAL FITTINGS 19 End Bells Size Part Product "'-'"�...=,,,A (in) Number Code OD(in.) OL(In.) ,,, 1/2 MEB05 0/8288 1 250 I.0(X) -4, 3/4 MEB07 078289 1.500 1.00O � � t 1 MEB10 0/8290 1./45 1.120 1-1/4 MEB12 078291 2.085 1.200 1-1/2 ME815 0/8292 2.950 1.500 ,Iiiip. 2 MEB20 078293 3.050 1.440 r .._...._a+ 1 2-1/2 MEB25 078294 3.585 1./91 3 MEB30 078295 3.865 1.910 1 11' 3-1/2 ME835 0/8296 4.431 2.093 (1, m- ' 4 MEB40 078297 4.870 2.175 1 5 ME850 078298 6,18/ 2.375 6 MEB60 078299 7.187 2.562 8 ME880 077652 End Caps Size Part Product A(in.) B(in.) III (in.) Number Code 1/2 ECO5 078314 1.410 1.000 3/4 ECO7 078315 1.630 1.125 1 EC10 078316 1.860 1.187 1-1/4 EC12 078317 2.005 1.275 1-1/2 EC15 078318 2.115 1.500 2 EC20 078319 2.445 1.812 Y "" 2-1/2 EC25 078320 2.915 2.125 1 N 3 EC30 078321 3.050 2.375 .4 a 3-1/2 EC35 078322 2.150 2.625 �� 4 EC40 078323 3.260 3.050 ...,..-:„...-..;=„,.. !l 5 EC50 078324 4.375 3.000 O z 6 EC60 078325 5.180 4.125 c c 8 EC80 178191 - -n T 1 Z 0 14 Concrete Mix Design for Street Light Foundations LSC Lattimore Materials Corp, 15900 DOOLEY ROAD tere ADDISON TX 75001 treatemetwirome (972)221-4646(main) (972)221-9647 (fax) Date: Client: MELS ELECTRIC LP Attention: Project: Location: COPPELL,TEXAS Usage Mix Number f wfc+p Slump Air STREET LIGHT POLE 1261. 3000 0.53 3.00-5.00" 3.0-6.0% FOUNDATIONS LMC has no knowledge or authority regarding where this mixture is to be placed,therefore it is the direct responsibility of the Purchaser,the design architect or design engineer,and or contractor to insure that the above designed mixture parameters for compressive strength,mixture proportions or ratios,and other required performance parameters are appropriate for the anticipated environmental,durability,or usage conditions in ACI 318 Chapter 4 and/or the relevant local building codes. LMC warrants the supplied ready-mix concrete mixture designs which LMC guarantees will achieve the specified compressive strength,or other performance properties of the concrete stated in the Contract Documents, as were made available at the time of quotation,when tested and evaluated in accordance with ASTM C172-99,ASTM C31/C31M-03a(including proper initial curing as per Section 10.1.2),ASTM C39/C39M-01,ASTM C94/C94M-07,or other standard test methods indicated in the Contract Documents that were necessary to verify the additional performance properties of the concrete,and when the recommended procedures for placement and curing of the in-place concrete,or those specifically outlined in ACI 305R-99 and ACI 306R-88 are followed, if and when necessary. In accordance with ASTM C94/C94M-07 Section 4.6,Lattimore Materials Corp shall receive all copies of testing reports,and they should be forwarded to our Quality Control Department(mixdesign@aggregate-us.com)as soon as available, Failure to forward reports in a timely fashion can delay response time in dealing with concrete concerns as well as future project submittals. This mix design submittal,price quote,or material specific information(aggregate properties,grading,material composition,or other information regarding materials manufactured by Lattimore Materials Corp)is proprietary and confidential and not to be shared or transmitted in any form to any person or organization that is not expressly authorized in writing by a designated official of Lattimore Materials Corp.Any unauthorized person or entity in possession of this information will be prosecuted to the fullest extent of the law. Material certifications for concrete constituents are representative of current material sources. If, in the event of limited material availability,substitution of a similar performing material may be required.Such materials will meet the appropriate ASTM requirements as stated in this package. In order to maintain the required mix volume(yield), LMC reserves the right to adjust absolute weight of aggregates to accommodate specific gravity changes. LMC mix designs requiring air-entrainment are produced in accordance wiht ASTM C 94 Section 8.2,which allows for a tolerance of 1.5%above and below the target,and is stated as follows:ASTM C94/C94M-13a 8.2 The air content of air-entrained concrete when sampled from the transportation unit at the point of discharge shall be within a tolerance of+/-1.5 of the specified value. 1992-2015 Digital Site Systems,Inc. Page I Quadrel iService SM Amok vogov Please send all break reports to: mixdesign@aggregate-us.com Brandi Howell Technical Services Coordinator Lattimore Materials Corp. 15900 Dooley Road Addison,Texas 75001 Office:972-221-5454 1992-2015 Digital Site Systems,Inc. Page 2 Quadrel(Seryice SM LMC Lattimore Materials Corp. 15900 DOOLEY ROAD ADDISON TX 75001 011111.1111111111111111111111110 (972) 221-4646 (main) (972) 221-9647(fax) Concrete Mix Design Date: Client: MELS ELECTRIC LP Project: COPPELL,TEXAS • 1.0 Cubic Yard by Weight-SSD Mix Number: 1261. Strength @ 28 Days: 3000 psi Usage: STREET LIGHT POLE FOUNDATIONS Materials: SSD Weights Cement ASTM C-150 Type I/II 470 lbs Coarse Aggregate ASTM C-33 1"-#4 Crushed Stone 1666 lbs Fine Aggregate ASTM C-33 Concrete Sand 1526 lbs Water ASTM C-94 Water 250 lbs Admixture ASTM C-260 Air-Entraining Admix 0.65 oz/cwt C+P Admixture ASTM C-494 Type A/D WR 4.0 oz/cwt C+P Total Weight: 3913 lbs Unit Weight: 144.89 pcf w/cm Ratio: 0.53 Fly Ash Replacement: 0.0% Slump: 3.00-5.00 inches Air Content: 3.0-6,0% Comments: The cementitious content of the mix design is stated as a minimum and Lattimore Materials Corp.reserves the right to increase cementitious content if needed. Chemical admixtures are added in accordance with the manufacturers recommendations.Lattimore Materials Corp. reserves the right to adjust dosages or change admixtures when required. 1992-2015 Digital Site Systems,Inc. Page 3 Quadrel iSeryice SM LMC .............. Date: 3/20/2015 0 Mix Name: 1261. Statistical Compressive Strength History Units: US PSI Strength and Strength Fit vs Maturity PSI #of Occ. Histogram for 28 Day Strength %/PSI 6000 f �... 6000 12.00 . ;r 0.07 5500 * 5500 10.00 0.06 5000 's 5000 4.. ' 8.00 0.05 4500 4500 l' E 4000 t' 4000 6.00 _ 0.04 3500 3500 4.00 I ,:" 0.02 3000 1 s ,__ _ ._n.o.___, .___ 3000 2500 _ , __ 1 I 2500 2.00 ; , 0.01 2000 z000 0.00 0.00 5 10 15 20 25 30 35 40 45 50 55 60 2500 3000 3500 4000 4500 5000 5500 6000 Maturity Days PSI 95%of tests lie above cross-hatched area STRENGTH SUMMARY, Compression Either 4" x 8" Or 6" x 12" Strengths No. Of Avg Avg Avg 3 Avg 7 Avg 28 Std AC1318 Amok Tests Slump Air Day Day Day Dev Req'd 30 4.86 4.99 3270 4200 570 3820 DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Date Slump Spread Air Strengths Acc Age Number 3 Day 7 Day 28 Day Run Avg 3 62469935 10/1/2013 3.00 3.30 3170 4100 62470056 10/2/2013 4.25 3.00 2540 3250 62470278 10/3/2013 4.00 3.40 2640 3460 3600 63883792 10/4/2013 4.25 4.20 3180 4300 3670 62470394 10/7/2013 5.25 3.80 3310 4020 3930 63139293- 10/23/2013 6.50 1.70 2180 3250 3860 63139908 11/7/2013 7.50 10.20 2120 3050 3440 62956894 11/21/2013 4.25 4.30 3090 4570 3620 63550645 12/4/2013 4.00 5.20 3520 4290 3970 63550639 12/4/2013 4.50 5.00 3260 4460 4440 64001628 3/25/2014 4.00 4.50 3960 4990 4580 62490415 7/11/2014 5.50 6.50 3680 4610 4690 62490977 7/22/2014 3.00 4.90 4300 4810 4800 62490981 7/22/2014 3.50 4.60 4230 4910 4780 62491004 7/22/2014 3.00 4.30 4190 4870 4860 62491015 7/22/2014 4.00 4.20 2850 3580 4450 62491022 7/22/2.014 4.00 4.10 2910 3680 4040 62491046 7/22/2014 5.00 5.50 3280 3990 3750 62491056 7/22/2014 3.50 5.80 3290 4260 3980 62491080 7/22/2014 4.00 4.50 3050 4010 4090 IOW 1992-2015 Digital Site Systems,Inc. Page 4 Quadrel iService SM DETAILED STRENGTH, Compression Either 4" x 8" Or 6" x 12" Batch Date Slump Spread Air Strengths Acc Age Number 3 Day 7 Day 28 Day Run Avg 3 62492358 8/5/2014 4.50 4.00 3590 4860 4380 62492744 8/8/2014 6.00 5.20 3210 4650 4510 . 624933 8/18/2014 7.00 6.80 2860 3830 4450 62493672 8/21/2014 5.00 6.00 3450 4550 4340 62493675 8/21/2014 10.00 7.50 2680 3230 3870 62493721 8/21/2014 5.00 5.80 3320 4460 4080 62493897 8/22/2014 5.00 5.30 3200 4320 4010 64014352 1/27/2015 5.75 5.80 3610 4550 4440 64014345 1/27/2015 5.50 5.50 3930 4320 4400 64014626 2/3/2015 5.00 4.70 3600 4870 4580 1992-2015 Digital Site Systems,Inc. Page 5 Quadrel'Service SM L irviLMC Lattimore Materials Company 15900 Dooley Road Addison, Texas 75001 972-221-4646 (main) 972-221-9647 (fax) Gradation Analysis for#57 Coarse Aggregate ASTM C29,C33, C117,C127& D75 Date Sampled: 10-Dec-2014 Sample: 1" x#4 Date ran: 11-Dec-2014 Source: Stringtown Total dry wt: 29.74 lbs. Location: Melissa Rail Loadout Sieve Size(in) Wt.Ret. % Ret. %Pass ASTM C33#57 NTCOG 2.1.1 Limits Grade 3 Limits 1-1/2 1.500 0.00 0.0% 100.0% 100% 95%to 100% 1" 1.000 1.10 3.7% 96.3% 95%to 100% 3/4" 0.750 7.24 24.3% 75.7% - 60%to 90% 1/2" 0.500 16.40 55.1% 44.9% 25%to 60% 25%to 60% 3/8" 0.375 20.76 69.8% 30.2% - - #4 0.188 28.16 94.7% 5.3% 0% to 10% 0%to 5% #8 0.094 29.04 97.6% 2.4% 0%to 5% - PAN - 100% 90% 80°!0J. 70% Passing 60% j 50% - - - tMinimum 40% !r Maximum 30% 20% 10% 0% 0.01 0.1 Sieve Size(in.) 1 10 Absorbtion: 1.28% Decant: 0.52% Specific Gravity: 2.53 Loose Unit Wgt: 83.24 I b/ft3 Rodded Unit Wgt: 96.27 Ib/ft3 5-"A"'"11114 0 LA Abraision: 21 N`"r:o"';,.. BRANDI ANN HOWELL -34a.3-1(4. Notary Public,State of Texas My Commission Expires 1.4!;;ta!1;'!\°`n February 15, 2016 ryN! LMC Lattimore Materials Corp. 15900 Dooley Road Addison, Texas 75001 972-221-4646 (main) 972-221-9647 (fax) www.lattimorematerials.com Gradation Analysis for Fine Aggregates ASTM C29, C33, C117, C128 & D75 Date Sampled: 8-Dec-2014 Sample: Spec Sand Date ran: 10-Dec-2014 Source: Rosser Total dry wt: 617.4 grams Location: Stockpile Sieve Size(in) Wt.Ret. % Ret. % Pass % Passing ASTM ' %Retained TxDOT C33 Limits 421 3/8" 0.375 0.0 0.0% 100.0% 100% 0% #4 0.188 15.3 2.5% 97.5% 95%to 100% 0%to 5% #8 0.094 105.6 17.1% 82.9% 80%to 100% 0%to 20% #16 0.047 191.8 31.1% 68.9% 50%to 85% 15%to 50% #30 0.023 285.1 46.2% 53.8% 25%to 60% 35%to 75% #50 0.012 527.0 85.4% 14.6% 5%to 30% 65%to 90% #100 0.006 601.5 97.4% 2.6% 0%to 10% 90% to 100% #200 0.003 615.9 99.8% 0.2% 0%to 3% 97% to 100% PAN - - Fineness Mod.: 2.79 Specific Gravity: 2.65 Dry Loose Unit Wt: 107.88 lb/ft3 Dry Rodded Unit Wt: 117.29 lb/ft3 Absorbtion: 1.09 Acid Insoluble Residue: 72% (As reported in TXDOT's Concrete Rated Source Catalog) I ( Gt."t„, •, aANN HOWELL �° '^: Notaryry Public,State of Texas �� r My Commission Expires ', o "`` February 15, 2016 y`� Product Data Sheet Edition 09.25.2009 Identification no. 147-540 Sika Air Sika° Air Air Entraining Admixture Description Sika Air admixture is an aqueous solution of organic materials. Sika Air meets the requirements of ASTM C-260 for air entraining admixtures. Applications Sika Air is recommended for use whenever air entrained concrete is desired. Ready-mix, precast and block producers can achieve predictable and uniform entrained air contents in concrete,even where harsh lean mixes are used or fly-ash is added to the concrete. Advantages Durability: •Air entrainment is recognized as the most effective prevention against con- crete scaling in exposed environments.Air entrained concrete delivers par- ticular benefits in the form of increased concrete durability.This is important in colder climates where frost and freeze-thaw cycles can cause scaling and damage to the concrete surface. •Air entraining agents help to prevent scaling by creating microscopic air voids that water trapped in the concrete can expand into when the concrete freezes,thus preventing cracks caused by the natural expansion. Entrained air voids in the concrete will also increase durability in harsh environments where concrete is exposed to deicing salts, marine salts and sulfates. Workability and Placeability: •Workability and placeability are also improved by the lubricating action of the microscopic bubbles in the concrete. Concrete will flow better, and bleeding and shrinkage will be reduced because less water is needed to obtain the desired workability. How to Use Dosage Dosage rates for Sika Air will typically fall between 0.5 and 3 fl. oz. per 100 lbs. (32- 195 m1/100 kg)of cementitious to entrain between 4 and 6 percent air. Higher air contents may be obtained by increasing the dosage rate. Dosage rates will vary depending on the air content required for a particular project.Typically air contents will be specified in the range of 4 to 8 percent by volume. Other factors that may affect the amount of air entrained into the concrete including total cementitious content,type of pozzolanic materials, sand grada- tion, salt/clay in aggregates,temperature and water content.The use of fly ash, particularly high LOl fly ash, can result in a higher dosage of air entrain- ment. Sika recommends that trial mixes be performed whenever material or any other changes are made that may affect the amount of entrained air. In mixes requiring a lower or higher amount dosage rate, please contact your local regional Sika office or Sika technical service department at 1-800-933- f 7452 for further information. Mixing Measure the required quantity per batch manually or with automatic dispenser equipment.Add Sika Air to mixing water or sand. Do not mix with dry cement. When Sika Air is used in combination with other admixtures, care must be taken to dispense each admixture separately into the mix. Combination with Other Admixtures: Combination with other admixtures,particularly water reducers and retarders,may increase the amount of entrained air in the mix.Air contents should be checked with an air-meter after batching and dosage adjustments made at the concrete plant. Packaging Sika Air is available in 55 gallon drum (208 liter), 275 gallon totes(1040 liters) drums and bulk delivery. Storage and Shelf life Sika Air should be stored at above 40°F(5°C). If frozen,thaw and agitate thoroughly to return to normal state. Shelf life when stored in dry warehouse conditions between 50°F and 80°F (10°C-27°C) is one year. Typical Data Appearance Dark Amber liquid. Specific Gravity Approx. 1.0 CAUTION: IRRITANT Contains Aqueous Solution(CAS:Mixture). May cause eye/skin/respiratory irritaton. May be harmful if swallowed, Handling and Storage Avoid direct contact Wear personal protective equipment(chemical resistant goggles/gloves/clothing)to prevent direct contact with skin and eyes. Use only in well ventilated areas.Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes.Skin: Remove contaminated clothing.Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact physician. In all cases contact a physician immediately if symptoms persist. Safety Tested and Certified by WQA according to NSF/ANSI 61 Section 5 for materials safety. Clean Up Use personal protective equipment(chemical resistant goggles/gloves/cloth- ing). Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accor- dance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED•KEEP OUT OF REACH OF CHILDREN•NOT FOR INTERNAL CONSUMPTION•FOR INDUSTRIAL USE ONLY All information provided by Sika Corporation("Sika')concerning Sika products,including but not limited to,any recommendations and advice relating to the application and use of Sika products,is given in good faith based on Sika's current experience and knowledge of its products when properly stored,handled and applied under normal conditions in accordance with Sika's instructions In practice,the dfferences in materi- als,substrates,storage and handling conditions,actual site conditions and other factors outside of Sika's control are such that Sika assumes no liability for the provision of such information,advice,recommendations or instructions related to its products,nor shall any legal relationship be created by or arise from the provision of such information,advice,recommendations or instructions related to its products.The user of the Sika product(s)must test the product(s)for suitability for Be intended application and purpose before proceeding with the full application of the product(s), Sika reserves the right to change the properties of its products without notice, All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at www sikacorp.com or by calling 800-933-7452, Prior to each use of any Sika product,the user must always read and follow the warnings and instructions on the product's most cur- rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www,sikaconstruction corn or 800-933-7452.Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Technical Data Sheet,product label and Material Safety Data Sheet prior to product use. SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet if used as directed within shelf life.User determines suitability of product for intended use and assumes all risks Buyer's sole remedy shalt be limited to the purchase price or replacement of product exclusive of labor or cost of labor, NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTIBILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation Sika Canada Inc. --.._�,a. .. _._.d..-...._.._-- 201 Polito Avenue 601,Delmar Avenue 4sa • Lyndhurst,NJ 07071 Pointe-Claire,DC H9R 4A9 1-800-933-SIKA '=tf %1a -411P. Phone: (201)933-8800 Phone: (514)697-2610 5 *' t • • Fax: (201)933-6225 Fax: (514)697-3087 ,iq,,;;r�' aiwMa�g„�" a'^" Mara www.sikaconstruction.com www.sika.caOff - Regonol Information and Sales Centers.For the location of your nearest Sika representative,contact your regional center. U.S.: North East Region: Fairless Hills,PA,Phone:(215)295-6600 North Central Region:Marion,OH,Phone:(800)851-1545 South East Region:Conyers,GA,Phone:(770)760-1300 South Central Region: Mesquite,TX,Phone:(972)289-6480 Western Region: Santa Fe Springs,CA,Phone:(562)903-3650 Canada: Ontario: Mississauga,ON,Phone:(905)795-3177, Alberta: Edmonton,AB,Phone:(780)486-6111 duality Certification Numbers:Lyndhurst:FM 89711(ISO 9000),FM 70021(OS 9000),Marion:FM 89715,Nansas City:FM 89107,Santa Fe Springs:FM 69408 Sika is a registered trademark Made in USA.Printed in USA Product Data Sheet Edition 10.2005 Identification no. 161 Plastocrete 161 Plastocrete° 161 Water Reducing Admixture Description Plastocrete 161 is a lignin polymer-type water-reducing admixture. Plastocrete 161 meets the requirements of ASTM C-494 Types A, B and D. Applications Plastocrete 161 is recommended for use in all applications where high quality concrete with superior workability is required. Advantages Plastocrete 161 water reducing admixture provides an economical and highly effective means of reducing the amount of mixing water required to produce concrete of a certain slump by acting as a dispersant for the cement particles in the mix. Through this dispersing action more of the surface area of the cement particles is available for early hydration.The more cement particles hydrated by contact with the mixing water,the greater the compressive strength of the concrete. Plastocrete 161 is formulated as a Type A water reducer to allow up to 10% water reduction and maximize the benefits of increased hydration in both the hardened and plastic states. ■ Reduced water content required to achieve desired slump, increases compressive and flexural strengths and allows the use of more economi- cal mixes. • Improved paste quality makes concrete easier to pump and finish. a Consistent normal setting times throughout the recommended dosage. ■ Lower water cement ratios provide decreased permeability and increased durability. • Plastocrete 161 does not contain intentionally added chlorides and will not initiate nor promote the corrosion of steel in the concrete. How to Use Dosage Dosage rates will vary depending on the material used,ambient conditions and the requirements of a specific project. For general concreting applications, Sika recommends a dosage rate between 2-4 fl.oz./100 lbs. (130-260 m1/100 kg)of cementitious materials for normal setting characteristics. Dosage rates of 4-6 fl.oz./100 lbs. (260-390 m1/100 kg) of cementitious materials are recommended for applications where higher water reduction is needed as well as extended workability and prolonged setting times. Dosage rates outside the recommended range may be used where specialized materials such as microsilica are specified,extreme ambient conditions are encountered or unusual project conditions require special con- sshaideration. In this case please contact your local regional Sika office or Sika technical service department at 1-800-933-7452 for further information. Mixing Plastocrete 161 is added at the concrete plant. Measure required quantity manually or by automated dispenser.Add into the water line at the batch plant or to the mixer at the end of the batching cycle. Combination with other Admixtures: Plastocrete 161 works effectively as a single admixture or in combination with other admixtures in the Sika System. When air entrained concrete is specified, Sika recommends the use of Sika air entraining admixtures. When used in combination with other admixtures, care must be taken to dispense each admixture separately into the concrete. Do not mix with dry ce- ment. Packaging Plastocrete 161 is supplied in 55 gallon (208 liter)drums and bulk delivery. Storage and Shelf-life Plastocrete 161 should be stored at above 40°F(5°C). If frozen, thaw and agitate thoroughly to return to normal state before use. Shelf life when stored in dry warehouse conditions between 50°F and 80°F (10°C-27°C)is one year. Typical Data Appearance Dark Brown liquid Specific Gravity Approx. 1.2 Caution Skin and eye irritant;avoid contact.The use of NIOSH approved respirator, safety goggles and rubber gloves is recommended.Avoid breathing product. Use with adequate ventilation. Remove contaminated clothing. Handling and Storage Avoid direct contact.Wear personal protective equipment(chemical resistant goggles/gloves/clothing)to prevent direct contact with skin and eyes. Use only in well ventilated areas.Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes: Hold eyelids apart and flush thoroughly with water for 15 minutes. Skin: Remove contaminated clothing.Wash skin thoroughly for 15 minutes with soap and water. Inhalation: Remove person to fresh air. Ingestion: Do not induce vomiting. Dilute with water. Contact a physician. In all cases,contact a physician immediately if symptoms persist. Clean Up Use personal protective equipment(chemical resistant goggles/gloves/ clothing).Without direct contact, remove spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accordance with applicable environmental regulations. KEEP CONTAINER TIGHTLY CLOSED•KEEP OUT OF REACH OF CHILDREN•NOT FOR INTERNAL CONSUMPTION•FOR INDUSTRIAL USE ONLY All information provided by Sika Corporation("Sika')concerning Sika products,including but not limited to,any recommendations and advice relating to the application and use of Sika products,is given in good faith based on Sika's current experience and knowledge of its products when properly stored,handled and applied under normal conditions in accordance with Sika's instructions.In practice,the differences in materi- als.substrates,storage and handling conditions,actual site conditions and other factors outside of Sika's control are such that Sika assumes no liability for the provision of such information,advice,recommendations or instructions related to its products,nor shall any legal relationship be created by or arise from the provision of such information,advice,recommendations or instructions related to its products.The user of the Sika product(s)must test the product(s)for suitability for the intended application and purpose before proceeding with the full application of the product(s), Sika reserves the right to change the properties of its products without notice. All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at wwwsikacoro.com or by calling 800-933-7452, Prior to each use of any Sika product,the user must always read and follow the warnings and instructions on the product's most cur- rent Technical Data Sheet, product label and Material Safety Data Sheet which are available at www sikaconstruction.corrl or R00-933-7452 Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and instruction for each Sika product as set forth in the current Technical Data Sheet,product label and Material Safety Data Sheet prior to product use, SIKA warrants this product for one year from date of installation to be free from manufacturing defects and to meet the technical properties on the current Technical Data Sheet if used as directed within shelf life,User determines suitability of product for intended use and assumes all risks.Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTIBILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES. SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation Sika Canada Inc.' 201 Polito Avenue 801,Delmar Avenue Lyndhurst,NJ 07071 Pointe-Claire,QC H9R 4A9 1-800-933-SIKA Phone: (201)933-8600 Phone: (514)697-2610 ��....?� Fax: (201)933-6225 Fax: (514)697-3087 rr7oaseintwee '`. wwwsikaconstruction.com www.sika.ca 4,,; Regional Information and Sales Centers.For the location of your nearest Sika representative,contact your regional center. U.S.: North East Region: Fairless Hills,PA.Phone:(215)295-6600 North Central Region: Marion,OH,Phone:(800)851-1545 • South East Region:Conyers,GA,Phone:(770)760-1300 South Central Region: Mesquite,TX.Phone:(972)289-6480 Western Region:Santa Fe Springs,CA.Phone.(562)903-3650 Canada: Ontario: Mississauga,ON,Phone'(905)795-3177, Alberta: Edmonton,AB,Phone:(780)486-6111 Quality Certification NUM6ara:Lyndhurst:FM e271t{ISO 90001.FM 70421(QS 9000),Marion:FM 69715,Aeneas City:FM 69107,Santa Fe Springs:FM 69408 Sika and Plastocrete are registered trademarks,Made in USA Printed in USA. Product Data Sheet Edition 6.1.2009 Identification no. Plastiment ES Plastiment® ES Water-reducing and Retarding Admixture Description Plastiment ES is a water-reducing and retarding admixture. Plastiment ES meets the requirements of ASTM C-494 as Types B and D and AASHTO M194 Types B and D admixture. Applications Plastiment ES should be used when a controlled delay in set time or increase in slump life of concrete is desired.Plastiment ES can be utilized in concrete used for flatwork and horizontal or vertical slipform placements. Use of Plastiment ES provides a superior surface finish. Benefits •Improves slump life and delays set time of concrete •Slows down the rate of cement hydration reaction and controls concrete temperature •Provides sufficient time for proper placement and finishing of concrete without cold joints in hot weather conditions •In flatwork applications, Plastiment ES acts as a finishing aid, improves work- ability,controls bleeding and provides a superior surface finish •In mass concrete pours, Plastiment ES controls temperature rise and reduces the risk of thermal cracking • Reduces permeability and enhances durability by allowing to reduce the water cement ratio •Improves early and later age compressive and flexural strength • Improves homogeneity in the mix and reduces chances of segregation. Refer to ACI 305R Hot Weather Concreting for more information.Plastiment ES does not contain calcium chloride or any other intentionally added chlorides. How to Use Dosage Dosage rates will vary depending on factors such as materials used,concrete temperature,ambient temperature and specific requirements of the project. For general concrete applications,Sika recommends a dosage rate of 2-4 fl. oz./100 lbs. (130-260 m1/100 kg)of cementitious materials. Exact dosages for a particular application should be determined by conducting trial mixes. Dosages outside the recommended range can be used to meet specific project require- ments after conducting trial mixes. • For more information please contact your local regional office or technical service department at 1-800-933-7452. Mixing Add Plastiment ES at the concrete plant. Measure required quantity manually or by automated dispenser.Add into the water line at the batch plant or directly into the concrete at the end of the mixing cycle. Do not mix with dry cement. Combination with other admixtures: Plastiment ES is compatible with other Sika admixtures.When used in combination with other admixtures,each admixture should be added to the concrete separately. aka Packaging Plastiment ES is available in 55 gallon drum(208 liter),275 gallon totes (1040 liters)and bulk delivery. Storage and Shelf Life Plastiment ES should be stored at above 40°F(5°C). If frozen,thaw and agitate thoroughly to return to normal state. Shelf life when stored in dry warehouse conditions between 40°F and 80°F (5°C-27°C)is one 1 year. Typical Data Appearance Brown Liquid Specific Gravity Approximately 1.2 CAUTION: IRRITANT.Contains Carbohydrates(Mixture).Slightly irritating to the eyes and skin. Handling and Storage Avoid direct contact.Wear personal protective equipment(chemical resistant goggles/gloves/clothing)to prevent direct contact with skin and eyes. Use only in well ventilated areas.Open doors and windows during use. Use a properly fitted NIOSH respirator if ventilation is poor.Wash thoroughly with soap and water after use. Remove contaminated clothing and launder before reuse. First Aid Eyes—Hold eyelids apart and flush thoroughly with water for 15 minutes.Skin Remove contaminated clothing. Wash skin thoroughly for 15 minutes with soap and water.Inhalation—Remove to fresh air.Ingestion—Do not induce vomiting. Dilute with water. Contact physician. In all cases contact a physician immedi- ately if symptoms persist. Clean Up Use personal protective equipment(chemical resistant gloves/goggles/clothing). Without direct contact,sweep up spilled or excess product and place in suitable sealed container. Dispose of excess product and container in accordance with applicable local, state, and federal regulations. KEEP CONTAINER TIGHTLY CLOSED•KEEP OUT OF REACH OF CHILDREN•NOT FOR INTERNAL CONSUMPTION•FOR INDUSTRIAL USE ONLY All information provided by Sika Corporation("Sika")concerning Sika products.including but not limited to,any recommendations and advice relating to the application and use of Sika products,is given in good faith based on Sika's current experience and knowledge of its products when properly stored,handled and applied under normal conditions in accordance with Sika's instructions,In practice,the differences in materi- als,substrates,storage and handling conditions,actual site conditions and other factors outside of Sika's control are such that Sika assumes no liability for the provision of such information,advice,recommendations or instructions related to its products,nor shall any legal relationship be created by or anse from the provision of such information,advice,recommendations or instructions related to its products,The user of the Sika product(s)must test the product(s)for suitability for the intended application and purpose before proceeding with the full application of the product(s). Sika reserves the right to change the properties of its products without notice, All sales of Sika product(s) are subject to its current terms and conditions of sale which are available at www.sikacorp.com or by calling 800-933-7452, Prior to each use of any Sika product,the user must always read and follow the warnings and instructions on the product's most cur- rent Technical Data Sheet, product label and Material Safely Data Sheet which are available at www sikaconstruclion,com or 800-933-7452-Nothing contained in any Sika materials relieves the user of the obligation to read and follow the warnings and Instruction for each Sika product as set forth in the current Technical Data Sheet,product label and Material Safety Data Sheet prior to product use. SIICA warrants this product for one year from date of installation to be free from manufaclunng defects and to meet the technical properties on the current Technical Data Sheet if used as directed within shelf life„User determines suitability of product for intended use and assumes all risks..Buyer's sole remedy shall be limited to the purchase price or replacement of product exclusive of labor or cost of labor. NO OTHER WARRANTIES EXPRESS OR IMPLIED SHALL APPLY INCLUDING ANY WARRANTY OF MERCHANTIBILITY OR FITNESS FOR A PARTICULAR PURPOSE. SIKA SHALL NOT BE LIABLE UNDER ANY LEGAL THEORY FOR SPECIAL OR CONSEQUENTIAL DAMAGES.SIKA SHALL NOT BE RESPONSIBLE FOR THE USE OF THIS PRODUCT IN A MANNER TO INFRINGE ON ANY PATENT OR ANY OTHER INTELLECTUAL PROPERTY RIGHTS HELD BY OTHERS. Sika Corporation Sika Canada Inc. 201 Polito Avenue 601,Delmar Avenue Lyndhurst,NJ 07071 Pointe-Claire,QC H9R 4A9 1-800-933-SI KA , Phone: (201)933-8800 Phone: (514)697-2610 Fax: (201)933-6225 Fax: (514)697-3087f. c.�. .•�.. ~" www.sikaconstruction.com www.sika.ca Regional Information and Sales Centers.For the location of your nearest Sika representative,contact your regional center. U.S.: North East Region: Fairless Hills,PA,Phone:(215)295-6600 North Central Region: Marion,OH,Phone:(800)851-1545 ® South East Region: Conyers,GA,Phone(770)760-1300 Soh Crl g Western Region: Santa Fe Springs,CA,Phone(582)enta903Re-3650ion: Mesquite,TX,Phone:(972)289-6480 Canada: Ontario:Mississauga,ON,Phone:(905)795.3177, Alberta: Edmonton,AB,Phone:(780)486-6111 Quality Certification Numbers:Lyndhurst:FM 69711(ISO 90001,FM 70421(OS 90001,Marlon:FM 69715,Kansas CRT FM 69107,Santa Fe Springs:FM 69409 Sika and Plastiment are registered trademarks.Made in USA.Printed in USA. .0 L Ii\r":II Lattimore Materials Corp. P.O.Box 2469 Addison,TX.75001 MagniiinESMIN (972)221-4646 (972)529-3546 fax www.lmctx.com MATERIAL SAFETY DATA SHEET SECTION 1—CHEMICAL PRODUCT AND COMPANY IDENTIFICATION Product Name: Ready Mix Concrete, Pre-Mixed Concrete, Transit Mixed Concrete, Grout. MSDS covers all Concrete Mix Designs prepared by LMC. CAS No: N/A Product Use: Ready Mix Concrete is a structural component used in structural and civil engineering. Product Code: Chemical Family: N/A Chemical Name and Synonyms: N/A Formula: This product consists of Portland cement, flyash, sand, aggregate, and ad mixtures, individual compositions of constituents will vary within the mix design ranges. Supplier/Manufacturer: Lattimore Materials Corp. Emergency Contact Information: Lattimore Materials Corp. ES&H Department (972)221-4646 SECTION 2—COMPOSITION/INFORMATION ON INGREDIENTS Ready Mix Concrete Ingredients&Their Exposure Limits: Current ACIH TLV for 8 hour Exposure Chemical Entity/Ingredient CAS No: Percentage of Total Dust(Mass) Respirable Dust Mix mg/m3 (Mass)mg/m Crushed stone or gravel 0 to 60 10 mg/m3 5 mg/m' Sand 1 to 50 10 mg/m' 5 mg/m' Portland Cement 65997-15-1 1 to 25 10 mg/m' 5 mg/m' Water Fly Ash 1 to 25 10 mg/m' 5 mg/m' Crystalline Silica 14808-60-7 2 mg/m' 0.05 mg/m' Note: Cement, sand and gravel may contain 0.1%- 60%crystalline silica (CAS No. 14808-60-7) depending on the proportion and crystalline silica content of the ingredients. All ingredients may contain crystalline silica.Wet stage poses no risk or hazard. April 2011 Ready Mix Concrete Page 1 of 7 MATERIAL SAFETY DATA SHEET SECTION 3—HAZARD IDENTIFICATION Emergency Overview: Concrete is a light gray fluid mixture that poses an immediate hazard to eye tissue. Exposure of sufficient duration to wet concrete can cause serious,potentially irreversible tissue(skin or eye)destruction in the form of chemical (caustic)burns,including third degree burns. If footwear or clothing becomes saturated with wet concrete,remove immediately and wash area with water and mild soap. Do not allow prolonged contact. Potential Health Effects: Relevant routes of exposure are: • EYE CONTACT and SKIN CONTACT: Effects Resulting from EYE CONTACT: Exposure to wet concrete may cause immediate or delayed irritation or inflammation. Eye contact by splashes or wet concrete may cause effects ranging from moderate eye irritation to chemical burns and blindness. Such exposures require immediate first aid and medical attention to prevent significant damage to the eye. Effects Resulting from SKIN CONTACT: Discomfort or pain cannot be relied upon to alert a person to a hazardous skin exposure. Consequently, the only effective means of avoiding skin injury or illness involves minimizing skin contact, particularly contact with wet concrete. Exposed persons may not feel discomfort until hours after the exposure has ended and significant injury has occurred. Exposure to moist or wet concrete may cause more severe skin effects including thickening, cracking, fissuring of the skin. Prolonged exposure can cause severe skin damage in the form or(caustic)chemical burns. Effects Resulting from INHALATION: Concrete may contain amounts of crystalline silica. Prolonged exposure to respirable free crystalline silica may aggravate other lung conditions. It may also cause delayed lung injury including silicosis,a disabling and potentially fatal lung disease,and/or other diseases. (Also see"Carcinogenic Potential"below.) Respirable exposure to silica in concrete may occur only if concrete is drilled, cut, ground or polished. Exposure to concrete dust may cause irritation to the moist mucous membranes of the nose,throat,and upper respiratory system. The dust may also leave unpleasant deposits in the nose. Effects Resulting from INGESTION: Not Applicable April 2011 Ready Mix Concrete Page 2 of 7 MATERIAL SAFETY DATA SHEET • Chronic Effects Some individuals may exhibit an allergic response upon exposure to ready-mix concrete. The response may appear in a variety of forms ranging from a mild rash to severe skin ulcers. Persons already sensitized may react to their first contact with the product. Others may first experience this effect after years of contact with ready-mix concrete. Minimizing contact with skin is the basic protection to reduce this exposure. • Carcinogenic Potential Ready Mix Concrete is not listed as a carcinogen by NTP, OSHA, or IARC. It may, however,contain trace amounts of substances listed as carcinogens by those organizations. Crystalline silica, a potential trace level contaminant in Portland cement, is found in the aggregate components in varying percentages and is classified by IRAC as a known human carcinogen (Group 1). NTP has characterized Respirable silica as"reasonably anticipated to be[a]carcinogen". • Medical Conditions That May Be Aggravated By Inhalation or Dermal Exposure: — Pre-existing upper respiratory and lung diseases. — Previous exposure to dust from hardened product. — Unusual or(hyper)sensitivity to hexavalent chromium(chromium(+6))salts. SETION 4—FIRST AID MEASURES • Eyes Immediately flush eyes thoroughly with water. Continue flushing for 15 minutes,including under the lids, for at least 15 minutes. Seek medical attention immediately. • Skin Wash skin with water and pH neutral soap or mild detergent intended for use on skin. If clothing or footwear is saturated remove immediately and wash area with water and mild soap. If contact has been severe enough to cause reddening or actual burns to skin,place sterile bandage on area and seek medical attention. • Inhalation In wet form,concrete cannot be inhaled. • Ingestion In wet form, concrete is unlikely to be ingested. If concrete enters mouth, wash out with water immediately. Seek medical attention if any burning sensation or actual burns occur. April 2011 Ready Mix Concrete Page 3 of 7 MATERIAL SAFETY DATA SHEET SECTION 5—FIRE EXPLOSION DATA/FIRE FIGHTING MEASURES Flammability: Not Flammable. Flash Point: Not Applicable. Lower Explosive Limit: Not Applicable. Upper Explosive Limit: Not Applicable. Auto Ignition Temperature: Not Applicable. Sensitivity To Static Discharge: Not Applicable. Sensitivity To Impact: Not Applicable. Extinguishing Media: Not Applicable. Special Fire-Fighting Procedures: None. Hazardous Combustion Products: Not Applicable. Unusual Fire And Explosion Hazards: Not Applicable. SECTION 6—STABILITY AND REACTIVITY Stability: Stable Incompatibility: Portland cement reacts with water to produce a caustic solution, pH 12 to pH 13. Wet concrete is alkaline. As such it is incompatible with acids,ammonium salts, and aluminum metal. Aluminum powder and other alkali and alkaline earth elements will react in wet mortar or concrete, liberating hydrogen gas. Concrete dissolves in hydrofluoric acid producing corrosive silicon tetrafluoride gas. Silicates react with powerful oxidizers such as fluorine, chlorine and trifluorides,and oxygen difluoride. Hazardous Decomposition: Will not occur. Hazardous Polymerization: Will not occur. SECTION 7—HANDLING AND STORAGE Normal temperatures and pressures do not affect the material. Promptly remove dusty clothing or clothing which is wet with concrete fluids and launder before reuse. Wash thoroughly after exposure to dust or wet cement mixtures or fluids. Ready Mix Concrete is premixed at a plant or in a truck mixer drum and delivered to the end user in semi-fluid state ready to be placed to set in final form. SECTION 8—EXPOSURE CONTROLS/PERSONAL PROTECTION Eye Protection: Safety glasses with side shields, or goggles, should be worn when engaged in activities where cement dust,wet cement,or concrete could contact the eye. In extremely dusty environments and unpredictable environments,wear unvented or indirectly vented goggles to avoid eye irritation or injury. Contact lenses should not be worn when working with ready mix concrete or fresh concrete products. Skin Protection: Prevention is essential to avoid potentially sever skin injury. Avoid contact with unhardened (wet) concrete products. If contact occurs,promptly wash affected area with soap and water. Wear impervious clothing and gloves to eliminate skin contact where prolonged exposure to unhardened ready mix concrete products might occur. Wear boots that are impervious to water to eliminate foot and ankle exposure. If standing in wet concrete rubber boots must be worn to prevent injury. April 2011 Ready Mix Concrete Page 4 of 7 MATERIAL SAFETY DATA SHEET Wet concrete may splash into open boot tops and saturate socks and remain in contact for a lengthy period of time. Prevention is to ensure that boots are fully laced up. Do not rely on barrier creams;barrier creams should not be used in place of gloves. Periodically wash areas in contact with dry portland cement, wet cement, or concrete fluids with a pH- neutral soap. Wash again at the end of workday. If irritation occurs,immediately wash the affected area and seek treatment. Clothing saturated with wet concrete should be removed immediately and replaced with clean,dry clothing. Do not allow clothing saturated with wet concrete to remain in contact with skin for any period of time. Respiratory Protection: Avoid actions that cause dust to become airborne. Use local or general ventilation to control exposures to below applicable exposure limits. Use N1OSH/MSHA-approved (under30 CFR 11)or NIOSH-approved(under 42 CFR 84 after July 10, 1998) respirators in poorly ventilated areas, if an applicable exposure limit is exceeded, or when dust causes discomfort or irritation. Ventilation: Use local exhaust or general dilution ventilation to control exposure within applicable limits. SECTION 9—PHYSICAL AND CHEMICAL PROPERTIES Appearance: Gray fluid/hydraulic mixture Odor: No distinct odor. Odor Threshold: Not applicable. Physical State: Solid(powder). pH(as a solid): Not applicable. pH: 12 to 13 Solubility In Water: Not applicable. Vapor Pressure: Not applicable. Vapor Density: Not applicable. Boiling Point: Not applicable.(i.e.,>1000`C). Freezing Point: Not applicable. Melting Point: Not applicable. Specific Gravity(HZO=1.0): 3.15 Evaporation Rate: Not applicable. Coeff.Water/Oil Dist.: Not applicable. SECTION 10—TOXICOLOGICAL INFORMATION Effects Of Acute Exposure: Wet concrete mixtures can dry the skin, cause alkali burns, and irritate the eyes and upper respiratory tract. Ingestion can cause irritation of the throat. Effects Of Chronic Exposure: Dust from concrete can cause inflammation/irritation of the tissue lining the interior of the nose and the cornea(white)of the eye. SECTION 11—ECOLOGICAL INFORMATION Ecotoxicity: No recognized unusual toxicity to plants and animals. April 2011 Ready Mix Concrete Page 5 of 7 MATERIAL SAFETY DATA SHEET SECTION 12—DISPOSAL CONSIDERATIONS Dispose of waste material according to local, provincial, state, and federal regulations. (Since set concrete is stable,allow material to harden). Dispose in an approved landfill. SECTION 13—TRANSPORT INFORMATION Hazardous Materials Description: Ready Mix Concrete is not hazardous under the TDG Act Proper Shipping Name: (Canada)or DOT regulations(USA) Hazard Class: Not applicable. Identification Number: Not applicable. Required Label Text: Not applicable. Hazardous Substance/Reportable Quantities(RO): Not applicable. SECTION 14—REGULATORY INFORMATION Status under USDOL-OSHA Hazard Communication Rule,,29 CFR 1910.1200: Ready Mix Concrete is considered a"hazardous chemical"under this regulation and should be part of any hazard communication program. Status under CERCLA/Superfund,40 CFR 117 and 302: Not listed. Hazard Category under SARA(Title III).Sections 311 and 312: Ready Mix Concrete qualifies as a"hazardous substance"with delayed health effects. Status under SARA(Title III).Section 313: Not subject to reporting requirements under Section 313. SECTION 15—REGULATORY INFORMATION(CONTINUED) Status under TSCA(as of May 1997): Some substances in Ready Mix Concrete are on the TCSA inventory list. Status under the Federal Hazardous Substance Act: Ready Mix Concrete is a"hazardous substance"subject to statutes promulgated under the subject act. Status under California Proposition 65: This product contains chemicals (trace metals) known to the State of California to cause cancer, birth defects, or other reproductive harm. California law requires the manufacturer to give the above warning in the absence of definitive testing to prove the defined risks do not exist. Status under Canadian Environmental Protection Act: Not listed. April 2011 Ready Mix Concrete Page 6 of 7 MATERIAL SAFETY DATA SHEET Status under WHMIS: Portland cement is considered to be a hazardous material under the Hazardous Products Act as defined by the Controlled Products Regulations and is therefore subject to the labeling and MSDS requirements of the Workplace Hazardous Materials Information System(WHMIS). This product has been classified in accordance with the hazardous criteria of the CPR and the MSDS contains all the information required by the CPR. SECTION 16—OTHER INFORMATION Other Important Information: Concrete should only be used by knowledgeable persons. Vital to using the product safely requires the user to recognize that portland cement chemically reacts with water and that some of the intermediate products of this reaction, during the setting stage, are the cause of the hazards when handling this product. While the information provided in this material safety data sheet is believed to provide a useful summary of the hazards of concrete,as it is commonly used,on cannot anticipate and provide all of the information that might be needed in every situation. Inexperienced product users should obtain proper training before using this product. The data furnished in this sheet does not address hazards that may be posed by other materials mixed with concrete. Users should review other relevant material safety data sheets before working with concrete or working with products containing portland cement. No representations or warranties with respect to the accuracy or correctness of this information, or of any kind or nature whatsoever are given, made, or intended by Lattimore Materials Corp. No legal responsibility whatsoever is assumed for this information, or for any injuries or damages, however caused, which may result from the use of this information. This information is offered solely for informational purposes and is subject to your own independent investigation and verification. April 2011 Ready Mix Concrete Page 7 of 7 Pull Box a� 0 .a Q oG 0 Q ova _O e >,= 1111 y N F it i O t- •-. MIMI S'-'— '(-) - i v� O O ;;U >U CN � FQI adi in in o Xrie .."� "^ .-. 5 °' N N ill o 00 M .. O a 11111 v O Cl, 0 () � LU P.t a < c6i O < n N C'. F o _ Z o z � A 4t U� < • u ila 244< z CI) cc F�E�7 Q u x d _• v_ z�vu cam' a � W ��k.4. N w 0 w a w W Eil LW3. [� �z"" ^ �, Z Y z a 3 in in e--i G:1 W W .7." O x d U T - d OU CI o _ V .»FW�1 >s Em ir 6 L 00000 F O T 0 = Z♦i r C >>>� z p n. ) u p 7 .. 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I = - % A2;',- . } E g \ 7 ; 6 § J �\ § sZ / 7 ( \ ..2 f7, . j 2 = ƒ .• I. 0 IF `/ a }« : )¥ \ . } ( / . _� E / / ƒ 2 ' IN- § "I n )1 Ito731i'.7...... k )\ \ ' i 1 \� , § E J E [ , * ; ( \ . \ 2 . \ | 'A . . r ° ° kƒ ,, \ -- —_ — / 0 . / ) , � CjI,/ t-(1/(.VL n T H E • C 1 T Y • O F COPPELL 9 X A s' 18 CONSTRUCTION SPECIFICATIONS AND CONTRACT DOCUMENTS ADDENDUM FOR Burns Street Reconstruction Project No. TAX 2014B, Bid No. Q0416-01 FOR THE CITY OF COPPELL August 2016 J. VOLKccrsuLing 830 Central Parkway East, Suite 300 I Piano,Texas 75074 972.201.3100(office) 1972.201.3099(fax) TBPE No. F-11962 C SECTION 5R—DESCRIPTION OF ADDITIONAL PAY ITEMS This section shall be made part of and addition to Section 5 — Description of Pay Items of the Construction Specifications and Contract Documents for Burns Street Reconstruction (Project No. TAX 2014B, Bid No. Q0416-01) for the City of Coppell, Texas. This section includes comments concerning the additional Pay Items released with the revised plan set so that the CONTRACTOR can fully understand the additional scope of work involved in the Pay Items. 1. Construction No Pay Items: All work necessary for the orderly completion of the project,but not specifically included as a pay item in the Proposal, shall be considered subsidiary to the Contract and no separate or additional payment will be made therefore. For example,there shall be no separate payment for the following: (a) excavation to establish subgrade to grade, (b) removal of spoils, (c) water for construction, (d) surveying to establish grade, (d) maintenance of streets during construction, (e) sprinkling for dust control, (f) project trailer if needed, and/or (g) any other incidentals necessary to complete the work whether directly called out within the plans or implied. 2. Construction Pay Items: Pay items as listed in the proposal shall be measured and paid for in accordance with the applicable measurement and payment paragraphs in the Standard Specifications for Public Works Construction - North Central Texas Council of Governments Fourth Edition, unless modified by these special provisions. All work for this project shall be governed by the Standard Specifications for Public Works Construction — North Central Texas Council of Governments Fourth Edition, the City of Coppell Standard Construction Details(Ord. #2006-1129), and Appendix "C"Design Criteria and Standards in the City of Coppell Subdivision Ordinance(Ord.#94-643),together with any additional Supplementary Conditions, Specific Project Requirements, General Notes or Description of Pay Items included herein. 2.1. Pay Item#137-139—Barrier Free Ramp(Various Sizes): This work includes the construction of barrier free ramps at size and locations shown in the plans or as determined by the Engineer, in accordance with the appropriated details and specifications. All concrete used for the barrier free ramp construction shall be Class "A" concrete with a minimum cement content of 5 sacks per cubic yard and minimum compressive strength of 3,000 psi at 28 days. No fly ash will be permitted. All ramp construction shall be in compliance with the Texas Accessibility Act Article 9102 of the Texas Civil Statute as administered by the Texas Department of Licensing and Regulations, and the City of Coppell Standard Construction Details. See Standard Details Sheets 2185-1 through 2185-6 for additional requirements. This includes the correct slope, correct width,correct texture, and correct color differentiation. The Engineer shall verify each ramp prior to final acceptance. Any ramp found to be in noncompliance shall be removed and brought to compliance at the Contractor's sole expense. 5-2 Description of Additional Pay Items 41110) Measurement and payment for construction of barrier free ramps and materials furnished completed and in place as provided herein shall be made on the basis of the price bid per each (EA), and shall be total compensation for furnishing and/or operating all labor, materials,tools, equipment and other incidentals necessary to complete the work. 2.2. Pay Item#140—Retaining Wall Integral with Sidewalk: This work includes the complete in place construction of variable height retaining integral with sidewalk in locations shown within the construction plans. Construction shall be per City of Coppell Standard Construction Detail 2180. Measurement and payment for construction of the variable height retaining wall integral with sidewalk shall be per linear foot (LF) and shall include all labor, equipment and materials necessary to complete the work. 23. Pay Item#141—Retaining Wall Veneer& Cap: This work includes the complete in place construction of the retaining wall veneer and cap located as specified on the plans for the variable height retaining wall integral with sidewalk. Construction shall be per the detail included on the plans and shall encompass the entire face of the variable height wall. Measurement and payment for construction of the retaining wall veneer and cap shall be per linear foot(LF) and shall include all labor, equipment and materials necessary to complete the work. 2.4. Pay Item#142—4"Schedule 40 PVC Irrigation Sleeves: This work includes installing 4" Schedule 40 PVC conduit in accordance with the City of Coppell details and specifications. Conduit shall be installed along the length of the project along the location shown on the plans and as determined by the City of Coppell. Installation shall include all necessary plugs,fittings,trenching,pull-strings,and incidentals necessary. Measurement and payment for work performed and materials furnished related to the installation of 4" PVC Conduit, as provided herein, shall be made on the basis of the price bid per lump foot (LF) and shall be total compensation for furnishing and/or operating all labor, materials,tools, equipment and other incidentals necessary to complete the work 2.5. Pay Item#143-144—Remove&Replace Recessed Curb Inlet(Various Lengths): This work includes the removal/disposal and construction of recessed curb inlets (various lengths) at the locations shown on the construction plans or as determined by the Engineer, in accordance with the appropriate details and specifications, including City of Coppell Standard Construction Details 6030 and NCTCOG Item 702. Concrete used for the construction of inlets shall be Class "A", with a minimum cement content of 5 sacks of cement/cubic yard of concrete, and a 3,000 psi minimum compressive strength when tested at 28 days. All access lids shall be 30"diameter in lieu of 24"diameter lids as shown in the details. Measurement and payment for work performed and materials furnished related to the removal/disposal and construction of standard curb inlets (various lengths) as provided herein, shall be made on the basis of the price bid per each (EA) and shall be total 5-3 Description of Additional Pay Items compensation for furnishing and/or operating all labor, materials, tools, equipment and other incidentals necessary to complete the work 2.6. Pay Item#145—Stamped Concrete: This work includes the complete in place construction of stamped, colored concrete at the location shown on the plans and in accordance with city standards as outlined in the appropriate details and specifications. Stamped concrete shall match surrounding pavement thickness and,shall conform to the City of Coppell Stamped Concrete Ordinance 2002-979. The cost for furnishing and placing reinforcement, joints, keyways, and all incidentals are subsidiary to the price bid. Measurement and payment for construction of the stamped concrete shall be per square yard (SY)and shall include all labor,equipment and materials necessary to complete the work. 2.7. Pay Item#146—Remove&Reset Landscaping(Revised Plans): This work includes the removing and resetting of any existing landscape improvements, landscape beds, gravel rock beds, and/or any other existing improvement removed or relocated during the course of construction and shall be replaced with like kind or better as a part of this pay item. The removal and replacement of topsoil and sod is considered subsidiary to this pay item. This work includes all disturbed areas by work shown on the plans. Each area shall be photographed (not videoed) before the start of construction. If new stones are used, they must match the existing stones as much as practical. The Contractor shall notify each property owner after completion of the restoration work for acceptance. Additionally, any area or landscape drainage pipe discovered shall be run to the back of curb and turned up for outfall utilizing a pop-up cover. All pipes shall be HDPE or Schedule 20 PVC pipe to match existing pipe and size. All extensions and modifications to existing private drainage systems shall be coordinated with the property owner. Measurement and payment shall be on the basis of square yard (SY) complete in place and accepted. The bid price shall be full compensation for furnishing all labor, materials, supplies, equipment, and incidentals necessary to complete the work as specified. 2.8. Pay Item#147—6"Flex Base: This work includes the addition of 6" flexible base material used for subgrade improvement (per the provided Alpha Report No. G142473)beneath the pavement structure at the locations specified by the Engineer and the appropriate City of Coppell representatives. The flexible base material shall meet TXDOT Standard Specifications Item 247, Type A, Grade 1 or 2. The material should be compacted to a minimum 95 percent of standard Proctor maximum dry density (ASTM 698) and within three percentage points above or below the material's optimum moisture content. Flex base shall conform to City of Coppell's details and specifications. The cost of all compaction, preparation, and incidentals required shall be considered subsidiary to this item. Measurement and payment for construction of flexible base material shall be per square yard (SY)and shall include all labor,equipment and materials necessary to complete the work. 5-4 Description of Additional Pay Items 2.9. Pay Item#148—Stop Bar Pavement Marking: This pay item shall consist of the furnishing and installation of stop bar pavement marking as indicated in the plans. Markings shall be placed in the location shown in the plans and in accordance with the City of Coppell standard details. Stop bar pavement making materials shall be in accordance with city standards as outlined in the appropriate details and specifications. Measurement and payment shall be made on the basis of the bid price per each(EA) and shall be the total compensation for furnishing all labor, materials, and equipment necessary to complete the work. 2.10. Pay Item#149—Parking Stripes: This pay item shall consist of the furnishing and installation of parking stripes pavement markings as indicated in the plans. Markings shall be placed in the location shown in the plans and in accordance with the City of Coppell standard details. Parking stripes pavement makings materials shall be in accordance with city standards as outlined in the appropriate details and specifications. Measurement and payment shall be made on the basis of the bid price per linear foot(LF) and shall be the total compensation for furnishing all labor, materials, and equipment necessary to complete the work C 5-5 Description of Additional Pay Items CITY OF COPPELL BURNS STREET RECONSTRUCTION PROJECT No. TAX 2014E ADDENDUM No. 1 4/4/2016 Plans and specifications for the Burns Street Reconstruction for the City of Coppell, Texas on which bids are advertised to be received until 2:00 PM, April 7, 2016, are hereby modified as follows: CLARIFICATIONS: 1. Electronic Bids: Bidders may use their own computer generated bid forms provided all item numbers. descriptions, and quantities exactly match those in the bid proposal. All unit prices shall include the dollar amount written in words as well as a numerical amount with a total for each item. Any errors in the use of a computer generated bid form may be cause for rejection of the bid in accordance with the bidding and contract documents. The electronic form of the BID PROPOSAL has been provided on BIDSYNC and the City of Coppell Purchasing Website for reference only. It is in MS Excel format and does not contain any formulas or referenced cells. Use of this form shall be at the Bidder's risk. 2. Lime Stabilization is not required per the typical Section shown on Sheet 3 of the plans. 3. The City of Coppell does not have a designated location for placing excess excavation. It is anticipated that excess excavation will be encountered on this project as the existing and proposed concrete sections are differing thickness. Any excess excavation shall be legally disposed of and shall be considered subsidiary per pay item 105. 4. Topsoil and Sodding shall be considered subsidiary to pay item 134. 5. It is anticipated that the street will be restricted to one-way traffic during construction allowing for half of the street to be removed at one time. This can be coordinated to coincide with the utility construction. A detailed project schedule and traffic control plan will be required at the pre-construction meeting. 6. Temporary access to the adjacent properties shall be maintained in passable condition at all times. The access shall be acceptable to both the City and adjacent property owners and temporary asphalt may be required if other all-weather access methods are not satisfactory. 7. The traffic control plan does not have to be signed and sealed by a professional engineer. 8. Pay Item#110 —Asphalt Paving. The proposal on page 1-21 indicates this item is "Concrete Step". However this item is for Asphalt Paving and shall be per Square Yard as the pay item description indicates. The attached proposal is updated. 9. Bidders shall acknowledge receipt of Addendum No. 1 in the space provided in the Bid Form on page 1-18 and on the envelope of their bid. BID PROPOSAL: Add Item 136— Repair, Replace and/or Modify Existing Irrigation Systems to the bid proposal with a quantity of 1 Lump Sum and the following Pay Item Description. This work includes repairing, replacing and/or modifying any existing irrigation system or system component within the limits of the work area that is damaged or whose function/operation is adversely impacted by the construction of the proposed improvements, in a manner satisfactory to the adjacent property owners or HOAs to whom they belong and the Engineer. This work includes repairing or replacing any damaged pipes, sprinkler heads, valves, double detector check valves or other system components(i.e.,valves,controllers,valve boxes,etc.). All existing irrigation systems will be assumed to be in good condition and fully operational unless the CONTRACTOR has inspected, noted and documented some specific damage to a system that exists, prior to construction beginning. It would, therefore, be advisable for the CONTRATOR to contact adjacent property owners and/or system owners/operators prior to construction to determine the limits of all existing irrigation systems, the location of sprinkler heads and other system components,and to identify and document any existing damage. All repairs should be completed as soon as possible after the damage is discovered. Any damage to existing grass,trees or landscaping resulting from a lack of water during construction because of damage to irrigation systems or irrigation systems that become inoperable will be the sole responsibility of the CONTRACTOR to replace. The exact number and location of sprinkler heads, valves, controllers, etc. on this project is unknown. The CONTRACTOR is, therefore, advised to visit the project site for himself and make his own determination of where existing irrigation systems may be located and to what extent those systems and system components may be damaged or impacted during construction. Measurement and payment for work performed and materials furnished related to the repair, replacement and/or modification of existing irrigation systems, as provided herein, shall be made on the basis of the price bid per lump sum (LS) and shall be total compensation for furnishing and/or operating all labor, materials, tools, equipment and other incidentals necessary to complete the work, including replacing any sod, trees or landscaping damaged during the course of construction due to the lack of adequate watering or the inability to properly operate an existing irrigation system resulting from the construction. Matt Atkins, PE S•" J. Volk Consulting, Inc. ••' �tA TATKti......... •Texas Registration No. F-11962 ••' •"'==�395B 1,21. BURNS STREET RECONSTRUCTION(TAX 2014B) UNIT PRICE BID SCHEDULE BASE BID Item Plan No. Quantity Unit Description and Unit Price in Words Unit Price Total Price Mobilization, Complete In Place, 101 1 LS Dollars and Cents per LUMP SUM Project Signs, Complete In Place, 102 2 EA Dollars and Cents per EACH Prepare Traffic Control Plan and Implement, Complete In Place, 103 1 LS Dollars and Cents per LUMP SUM Prepare and Implement Storm Water Polution Prevention Plan(SWPPP), Complete In Place, 104 1 LS Dollars and Cents per LUMP SUM Right-of-Way Preparation, Complete In Place, 105 1 LS Dollars and Cents per LUMP SUM Sawcut, Remove&Dispose Ex. Concrete Pavement, Complete In Place, 106 7850 SY Dollars and Cents per SQUARE YARD 9"Reinforced Pavement with Integral Curb, Complete In Place, 107 6650 SY Dollars and Cents per SQUARE YARD 6"Reinforced Concrete Driveway/Alley Pavement, Complete In Place, 108 1500 SY Dollars and Cents per SQUARE YARD 4"Concrete Sidewalk, Complete In Place, 109 900 SY Dollars and Cents per SQUARE YARD Asphalt Paving, Complete In Place, 110 110 SY Dollars and Cents per SQUARE YARD 1-21 Bidding Documents UNIT PRICE BID SCHEDULE BASE BID Item Plan No. Quantity Unit Description and Unit Price in Words Unit Price Total Price Barrier Free Ramp, Complete In Place, 111 16 EA Dollars and Cents per EACH Reconstruct Inlet Top(All Sizes) , Complete In Place, 112 7 EA Dollars and Cents per EACH 4'x4'Junction Box, Complete In Place, 113 1 EA Dollars and Cents per EACH 8"PVC SDR-35 Sanitary Sewer Pipe, Complete In Place, 114 500 LF Dollars and Cents per LINEAR FOOT 4'Sanitary Sewer Manhole(All Depths), Complete In Place, 115 4 EA Dollars and Cents per EACH Sanitary Sewer Cleanout(All Depths), Complete In Place, 116 1 EA Dollars and Cents per EACH Sanitary Sewer Service, Complete In Place, 117 4 EA Dollars and Cents per EACH Abandon Existing Sanitary Sewer Line, Complete In Place, 118 1 LS Dollars and Cents per LUMP SUM Abandon Existing Sanitary Sewer Cleanout, Complete In Place, 119 2 EA Dollars and Cents per EACH Remove Existing Sanitary Sewer Manhole, Complete In Place, 120 1 EA Dollars and Cents per EACH 1-22 Bidding Documents UNIT PRICE BID SCHEDULE BASE BID Item Plan No. Quantity Unit Description and Unit Price in Words Unit Price Total Price 8"PVC C-900 DR-14 Water Line, Complete In Place, 121 1850 LF Dollars and Cents per LINEAR FOOT 8"Gate Valve, Complete In Place, 122 13 EA Dollars and Cents per EACH Install New Fire Hydrant and Valve Assembly, Complete In Place, 123 5 EA Dollars and Cents per EACH Adjust Existing Valve Box to Grade, Complete In Place, 124 5 EA Dollars and Cents per EA Abandon Existing Water Line, Complete In Place, 125 1 LS Dollars and Cents per LUMP SUM Wet Connection, Complete In Place, 126 3 EA Dollars and Cents per EACH 3/4"Water Service(All Lengths), Complete In Place, 127 2 EA Dollars and Cents per EACH 1"Water Service(All Lengths), Complete In Place, 128 2 EA Dollars and Cents per EACH 2"Water Service(All Lengths), Complete In Place, 129 6 EA Dollars and Cents per EACH Concrete Encasement, Complete In Place, 130 50 LF Dollars and Cents per LINEAR FOOT 1-23 Bidding Documents UNIT PRICE BID SCHEDULE BASE BID Item Plan No. Quantity Unit Description and Unit Price in Words Unit Price Total Price Trench Safety for All Utilities, Complete In Place, 131 2350 LF Dollars and Cents per LINEAR FOOT Install Tree, Complete In Place, 132 10 EA Dollars and Cents per EACH Install Tree Root Barrier, Complete In Place, 133 2000 LF Dollars and Cents per LINEAR FOOT Remove and Reset Landscaping, Complete In Place, 134 1 LS Dollars and Cents per LUMP SUM Remove&Replace Street Signs, Complete In Place, 135 15 EA Dollars and Cents per EACH Repair, Replace and/or Modify Existing Irrigation Systems, Complete In Place, 136 1 LS Dollars and Cents per LUMP SUM SUB TOTAL TAX 2014 B $ 1-24 Bidding Documents 0 14. WctOrO 0 • • 3 s. City of Coppell Engineering Department Routing Sheet for Approval of Contracts and Agreements Vendor Name: V, V(L)1 '~ C5A5OUT,&v Date: 1 1 /X 1 0 Contracted Work/Project: Jrn,& &A remit Explanation: . Au4 ]) s l ' vvm, S'l? S rrleet Council Approved: Yes / No If yes, Date: 0 k Budget Approved: Yes / No Ethics Certificate Required: Yes / Vo If Yes, Copy is Attached: Yes /0 0 New Vendor V Existing Vendor O Renewing Contract Routing Sequence: \ 'Ivt-f , n ! Initials Date v 1. Employee initiating contract/agreement: �'v `�" J,2, ithIb (Include W-9&CIC!form if vendor is not in system.) I S 2. Supervisor Authorization: + / L -' :,. , . 4.24_,_ !'r_,_!:'i .F 3. Purchasing Manager/Technician: (Signature needed only if vendor is new to system or contract has been changed since last time used) 4. Director of Engineering Authorization: Ken Griffin I I ' (1-I(a 1.67 5. Deputy City Manager Authorization: Mario Canizares �GV�1/ tl 11'�, Comments: 6. City Manager: Clay Phillips_ p / ! d Comments: 7. Originals back to Administrative Manager: Kyra Jansen 8. Copy of contract/agreement to Jennifer Miller: YES / NO Contract Amendment No. 1 Engineering Services in Connection with Burns Street and Parkway Boulevard Reconstruction PROJECT DESCRIPTION Addition of on-street and off-street parking along Burns, Hammond and Travis. Additional barrier free ramps on Coppell Street South. BASIC SERVICES TO BE PERFORMED J.Volk Consulting(JVC) proposes the following professional services: 1. Prepare On-street Parking Option#1 a. Add parking to north side of Burns Street from Hammond to S Coppell. b. Add parking to south side of Travis Street from Hammond to existing alley. 2. Prepare On-street Parking Option#2 a. Modify parking on north side of Burns per Corgan design. b. Modify street section and create pavement section transition. c. Modify parking on south side of Travis per Corgan design. d. Add parking on east side of Hammond from Burns to Travis. e. Add sidewalk, ramps, irrigation,and tree wells adjacent to all parking per Corgan design. 3. Perform additional field survey to add parking along Hammond/Travis 4. Engineering plan revisions per Parking Option#2 5. Prepare On-street Parking Option#3 a. Remove parking and sidewalk improvements adjacent to residential section of Burns. 6. Engineering plan revisions per Option#3 7. Plan revisions to add"slip street" a. Design coordination with developer's engineer b. Add paving/grading plans for slip street and associated parking c. Revise water line plans per field change and add services d. Add inlet in parking area 8. Add barrier free ramps on Coppell Street South at Travis and Hammond Intersections Engineering Services Burns/Parkway Reconstruction Page 1 of 2 COMPENSATION Professional Fees for Services shall be as follows: TASK DESCRIPTION FEE 1 Prepare On-street Parking Option#1 $1,000 2 Prepare On-street Parking Option#2 $1,000 3 Perform additional field survey to add parking along Hammond/Travis $2,500 4 Engineering plan revisions per Parking Option#2 $2,500 5 Prepare On-street Parking Option#3 $1,000 6 Engineering plan revisions per Option#3 $2,000 7 Plan revisions to add"slip street" $3,000 8 Add barrier free ramps-Coppell Street South $1,500 TOTAL $14,500 Agreed and accepted: CITY OF COPPELL J.VOLK CONSULTING, INC. ;• l V/2-. By: ✓/O.), Gi /1)•17#'(By: Jay Volk, PE, President 4 Date: /1/41W Date: November 7, 2016 Engineering Services Burns/Parkway Reconstruction Page 2 of 2 , City of Coppell Engineering Department Routing Sheet for Approval of Contracts and Agreements Vendor Name: t�kM \Al\ 1i `-t.S Date: e`4 7-4I (P Contracted Work/Project: 'Dunn S 9 \ e(clvl st< u ch Explanation: C l ( 4 2-5-5—1 765;(9° i Ll- '"no) p Ole-V-‘ik6 Council Approved: 0 No If yes, Date: 1 121 I to Budget Approved: t/ No Ethics Certificate Required: Yes /0 If Yes, Copy is Attached: Yes N Q New Vendor Existing Vendor Q Renewing Contract Routing Sequence: iBC‘c ,rits-A. Initials Date 1. Employee initiating contract/agreement: Q,� ,c1h8/j 7 /ic (Include W-9&CIQ form if vendor is not in system.) 2. Supervisor Authorization: IkAtEk.C- Cha - r //ISA /iii 3. Purchasing Manager/Technician: (Signature needed only if vendor is new to system or contract has been changed since last time used) 4. Director of Engineering Authorization: Ken Griffin r7 q'2$•1 1O iutt--- 7(7,1(2.11b 5. Deputy City Manager Authorization: Mario Canizares Comments: 6. City Manager: Clay Phillips --11� Comments: 7. Originals back to Administrative Manager: Kyra Jansen 8. Copy of contract/agreement to Jennifer Miller: YES / NO I CITY OF COPPELL CHANGE OR EXTRA WORT{ORDER PROJECT; Burns Street Reconstruction CONTRACTOR: RKM Utility Services,Inc • OWNER: City of Coppell ( CHANGE ORDER N0.:1 Alt 2 One ) 1 DATE: September 21,2016 1.This change order provides for adjustment of scope and quantities to correspond with the additional work that was added via design changes. Item Description Quant�'� i Unit Unit Price r Totalt � � Sawcut,Remove,Dispose $1,700.00 Add: 106 Existing Concrete(All 170 SY $10.00 Thickness) 9"Reinf.Cone Paving w/ 1,650 SY $55.00 $90,750.00 107 6"Curb $54,180.00 109 4"Reinf.Sidewalk Paving 1,505 SY $36.00 • 113 Adjust 5'Storm Manhole 1 EA $4,000.00 $4,000.00 Top $3,600.00 115 4'Sanitary Sewer Manhole 1 EA $3,600.00 121 Install 8"Waterline-C900 50 LF $36.00 $1,800.00 PVC $1,500.00 122 8"Gate Valve 1 EA $1,500.00 $1,200.00 130 Concrete Encasement 30 LF 0 LF $$40.00 $30.00 131 Trench Safety 137 Barrier Free Ramp 5' 8 EA $1,400.00 $11,200.00 Sidewalk 138 Barrier Free Ramp 6' 1 EA $1,500.00 $1,500.00 Sidewalk 139 Barrier Free Ramp 10' 4 EA $1,700.00 $6,800.00 Sidewalk 140 Retaining Wall Integral 225 LF $95.00 $21,375.00 w/Sidewalk 141 Retaining Wall Veneer& 225 LF $100.00 $22,500.00 ' Cap 142 4"Sched.40 PVC Irrigation 390 LF $12.00 $4,680.00 Sleeves $5,500.00 143 Remove&Replace 5'Inlet_ 1 EA $5,500.00 CITY OIC'COPPELL CHANGE OR EXTRA WORK ORDER 144 Remove&Replace 10'Inlet 1 EA $6,000.00 $6,000.00 145 Stamped Concrete 150 _ SY $105.00 $15,750.00 146 Remove&Reset 3,250 SY $6.00 $19,500,00 Landscaping 147 6"Flexbase 1,000 SY $12.00 $12,000.00 Stop Bar Pavement 148 2 EA $2,450.00 $4,900.00 Marking 149 Parking Stripes 1,500 LF $1.50 $2,250.00 • Total Additions $292,715.00 Delete: 110 Asphalt Paving -110 SY $45.00 -$4,950.00 111 Barrier Free Ramps -16 EA $1,250.00 -$20,000.00 112 Replace Inlet Top -2 EA $1,000.00 -$2,000.00 134 Remove&Reset -1 LS $10,000.00 -$10,000.00 Landscaping - Total Deletions ($36,950.00) Total Revision to Contract Amount: $255,765.00 Original contract amount $944,135.00 Net increase in contract amount $255,765.00 Previously approved changes $0.00 Revised contract amount $1,199,900.00 Cumulative increase in TOTAL change order amount(Percentage) 27.1% Net increase in contract time of completion(This Change Order) 40 Revised Contract time of completion(Including Previous Changes) 220 The contractor hereb),cepts this Contract adjustment as a final and complete adjustment in full accord and Y-e-v% c)-zB• lb en d by i i 'Engineer Date /'ZL ( Agreed to by Co Date )11 Acc•: .d by City Date City of Coppell Engineering Department Routing Sheet for Approval of Contracts and Agreements Vendor Name: '`Y ` ,11-119 Date: IC) N Contracted Work/Project: 3U Explanation: /-'eAr° S' .2- 0'-9( t `�t Council Approved: No If yes, Date: Budget Approved: 42/ No Ethics Certificate Required: Yes m If Yes, Copy is Attached: Yes / No 0 New Vendor X Existing Vendor 0 Renewing Contract Routing Sequence: Initials Date 1. Employee initiating contract/agreement: Gee. n. -- �7 ►o/17:11 i (Include W-9&CIQ form if vendor is not in system.) 2. Supervisor Authorization: illk6170Z44- 141 k l6°Pc 3. Purchasing Manager/Technician: 6J (76c (Signature needed only if vendor is new to system or contract has been changed since last time used) 4. Director of Engineering Authorization: Ken Griffin ►d` 6. Id 5. Deputy City Manager Authorization: Mario Canizares Comments: 6. City Manager: Clay Phillips f7k Comments: 7. Originals back to Administrative Manager: Kyra Jansen 8. Copy of contract/agreement to Jennifer Miller: YES / NO r' CITY OF COPPELL CHANGE OR EXTRA WORK ORDER PROJECT: Burns Street Reconstruction CONTRACTOR: RKM Utility Services,Inc OWNER: City of Coppell CHANGE ORDER NO.:2 Two(2) DATE: October 6,2016 1.This change order provides for adjustment of time(+4 days)to compensate for Atmos gas line conflict not noted in the plans.This is a zero sum change order. MIMI Descri§tion Quanti ® Unit Price Total Add: Total Additions $0.00 Delete: Total Deletions $0.00 Total Revision to Contract Amount: $0.00 Original contract amount $944,135.00 Net increase in contract amount $0.00 Previously approved changes $255,765.00 Revised contract amount $1,199,900.00 Cumulative increase in TOTAL change order amount(Percentage) 27.1% Net increase in contract time of completion(This Change Order) 4 Revised Contract time of completion(Including Previous Changes) 224 The contractor hereb a,cepts this Contract adjustment as a final and complete adjustment in full accord and LDatee_co. mended by$ ty Engineer l I Agreed to by Contractor Date Accepts by City Date • Jamie Brierton From: Eric Nelson <enelson@rkmtexas.com> Sent: Wednesday, October 05, 2016 12:00 PM To: Jamie Brierton Cc: Derrick Thomas; Shane Huffman; Chaz Boydston; Bryan Piper Subject: Gas Line Conflict Follow Up Flag: Follow up Flag Status: Flagged Jamie, Due to the unforeseen conflict of the existing gas line,we are losing some days on this project from day one. With this slowdown in production,the sewer line is going to add about 3 days to our time, plus another additional day to come back and set the manhole.We are requesting to add 4 days total to our Calendar Days.The plans do not show the gas line being a conflict, and thus the project was bid with this in mind. Let me know if you have any questions or concerns. Thank you, Eric Nelson Project Manager RKM Utility Services, Inc. Excavation, Utilities, Structures& Paving 1805 Royal Lane, Suite 107 Dallas,Texas 75229 Office: 972-241-2621 Fax: 972-241-2624 Mobile: 214-729-6132 www.rkmtexas.com 7177. CONFIDENTIALITY NOTICE:This e-mail transmission(and/or the attachments accompanying it)may contain confidential information belonging to the sender which is protected and considered privileged.The information is intended only for the use of the intended recipient.If you are not the intended recipient,you are hereby notified that any disclosure,copying,distribution or the taking of any action in reliance on the contents of this information is strictly prohibited.Any unauthorized interception of this transmission is illegal.If you have received this transmission in error,please promptly notify the sender by reply e-mail,and then destroy all copies of the transmission. 1 City of Coppell Engineering Department Routing Sheet for Approval of Contracts and Agreements A f� � fig,, Vendor Name: k1". Vfl l 141 is Date: Ili 3409 Contracted Work/Project: JAS Str. Explanation: l/Y1Q,f ', Gag- ri-Ar MLAo1/ JI lest- o" 4 o1S OO Council Approved: Yes / No If yes, Date: PCC (3, 701 ' Budget Approved: es No Ethics Certificate Required: Yes V If Yes, Copy is Attached: Yes / No 0 New Vendor Existing Vendor 0 Renewing Contract Routing Sequence: C Initials Date 1. Employee initiating contract/agreement: v �liO4-1(k IC 1 I b (Include W-9&CIQ form if vendor is not in system.) 1 2. Supervisor Authorization: prutz vc- i,`7J`(jw 3. Purchasing Manager/Technician: (Signature needed only if vendor is new to system or contract has been changed since last time used) 4. Director of Engineering Authorization: Ken Griffin 1 '19 /2 City 5. DeputyManager Authorization: Mario Canizares i ✓ r/ / Comments: 6. City Manager: Clay Phillips / /00 Comments: 7. Originals back to Administrative Manager: Kyra Jansen 8. Copy of contract/agreement to Jennifer Miller: YES / NO CITY OF COPPELL CHANGE OR EXTRA WORK ORDER PROJECT: Burns Street Reconstruction CONTRACTOR: RKM Utility Services,Inc OWNER: City of Coppell CHANGE ORDER NO.:3 Three(3) DATE: November 29,2016 1.This change order provides for incorporating the'slip sheet"design and associated utilities. 2.This change older adds 25 calendar days. Item Descri i tion Quanta Unit Unit Price Total Sawcut&Dispose Existing Add: 106 Concrete-additional 2,455 SY $10.00 $24,550.00 quantities 9"Reinf.Concrete Paving 107 w/6"integral grub- 1,375 SY $55.00 $75,625.00 additional quantities 109 4"Reinf.Sidewalk Paving- 320 SY $36.00 $11,520.00 additional quantities 128 1"WaterMeterService 1 ' EA $1,000.00 $1,000.00 additional quantities Barrier Free Ramp(6' 138 Sidewalk)-additional 4 EA $1,500.00 $6,000.00 quantities 4"Schd.40PVC Irrigation 142 Sleeves-additional 160 LF $12.00 $1,920.00 quantites 145 Stamped Concrete- 60 SY $105.00 $6,300.00 additional quantities l Remove&Reset 146 Landscaping-additional 435 SY $6.00 $2,610.00 quantities 149 Parking Striping-additional 500 LF $1.50 $750.00 quantities 3/4"future water meter(1" 150 line,meter box,curb stop)- 12 EA $1,200.00 $14,400.00 new item 1"futut a water meter(1" 151 line,meter box,curb stop)- 1 EA $1,300.00 $1,300.00 new item Repair existing sanitary 152 1 EA $4,500.00 $4,500.00 sewer line-new item 153 Install 5'inlet-new item _ 1 EA $4,500.00 $4,500.00 154 Connect curb to inlet-new 2 EA $750.00 $1,500.00 item 155 Install 18"RCP-new item 25 LF $75.00 $1,875.00 1 CITY OF COPPELL CHANGE OR EXTRA WORK ORDER 156 Remove existing RCP Ione- 375 LF $25.00 $9,375.00 new item 157 Remove existing area drain 3 EA $450.00 $1,350.00 Total Additions $169,075.00 Delete: Total Deletions $0.00 Total Revision to Contract Amount: $169,075.00 Original contract amount $944,135.00 Net increase in contract amount $169,075.00 Previously approved changes $255,765.00 Revised contract amount $1,368,975.00 Cumulative increase in TOTAL change order amount(Percentage) 45.0% Net increase in contract time of completion(This Change Older) 29 Revised Contract time of completion(Including Previous Changes) 249 The contractor hereby ccepts this Contract adjustment as a final and complete adjustment in full accord and 1(1.4n..—. m ✓�'h4 tL 1 •1 b Rec ended Ci gineer Date «12/(//0 l Agreed to by Contractor Date it 191' Accep d by City Date c 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O O 0 0 0 0 0 0 oo O 0 0 0 0 0 0 0 0 O N O to 0 0 0 06 0 06 O O O O Lf) tri O )4 2 10 N N O 0 N 0.-- LO 0 0 0 0 0 1� 1� Ln N. 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T 1-' 1 r 4- r 1- T T r T . r City of Coppell Engineering Department Routing Sheet for Approval of Contracts and Agreements Vendor Name: VV l/1 Date: 1211 1 n Contracted Work/Project: NC 1S S - i Lho p 9. 4) i �J 7D '' __tt 1 l _ n s S L S Explanation: Co � G�k�� l/� �(•15��_de ..r� w.�Q� i� s,d�-,�.�1� Council Approved: €!..9 No If yes, Date: Budget Approved: Yes / No Ethics Certificate Required: Yes / No If Yes, Copy is Attached: Yes / No 0 New Vendor Ixisting Vendor 0 Renewing Contract Routing Sequence: Initials Date �l 1. Employee initiating contract/agreement: � j /-160Vtl e- jr-��- c 4-21117 (Include W-9&CIQ form if vendor is not in system.) 2. Supervisor Authorization: ( Q1A424- yob 3. Purchasing Manager/Technician: (Signature needed only if vendor is new to system or contract has been changed since last time used) 4. Director of Engineering Authorization: Ken Griffin r7 37'17 5. Deputy City Manager Authorization: Mario Canizares 3 I2i20(1 Comments: • 6. City Manager: Clay Phillips 414d? Comments: 7. Originals back to Administrative Manager: Kyra Jansen 8. Copy of contract/agreement to Jennifer Miller: YES / NO CITY OF COPPELL CHANGE OR EXTRA WORK ORDER PROJECT: Burns Street Reconstruction CONTRACTOR: RKM Utility Services,Inc OWNER: City of Coppell CHANGE ORDER NO.: Four(4) DATE: February 28,2017 1.This change order provides for incorporating removal of the asphalt famrer's market&associated infrashucture. Incorporating the ADA Ramps/Crassings at S.Coppell Rd.Deleting the scope of the wall on S.side of Bums St and adding width of sidewalk in lieu of the wall,supplying 14 new light pedestals in leiu of salvage existing. 2.This change order adds 30 calendar days. Item I Description Quantity_ Unit Unit Price Total Add Sawcut&Dispose Existing (Quantity 106 Concrete-additional 75 SY $10.00 $750.00 Changes): quantities 9"Reinf.Concrete Paving 107 w/6"integral garb- 20 SY $55.00 $1,100.00 additional quantities 109 4"Reinf.Sidewalk Paving- 85 SY $36.00 $3,060.00 additional quantifies 128 1"Water Meter Service 1 EA $1,000.00 $1,000.00 additional quantities Barrier Free Ramp(5' 137 Sidewalk)-additional 10 EA $1,400.00 $14,000.00 quantities Add Remove&Reset 159 Landscaping-(Ramp 100 SY $6.00 $600.00 Improvements) 160 [rogation Adjustment 1 LS $5,000.00 $5,000.00 (Ramp Improvements) 161 Remove Existing Asphalt 2,628 SY $12.00 $31,536.00 • Parking Lot 162 Remove Existing Light 1 LS $1,000.00 $1,000.00 Pedestals 163 Supply New light Pedestals 14 EA $288.00 $4,032.00 Total Additions $62,078.00 Delete: 140 Retaining Wall httegral tiv/ 225 LF $95.00 $21,375.00 Sidewalk 141 Retaining Wall Veneer& 225 LF $100.00 $22,500.00 I CITY OF COPPELL CHANGE OR EXTRA WORK ORDER Total Deletions $43,875.00 i Total Revision to Contract Amount: $18,203.00 Original contract amount $944,135.00 Net increase in contract amount $18,203.00 Previously approved changes $424,840.00 1 Revised contract amount $1,387,178.00 Cumulative increase in TOTAL change order amount(Percentage) 46.9% Net increase in contract time of completion(This Change Order) 59 Revised Contract time of completion(Including Previous Changes 279 The contractor he b accepts this Contract adjustment as a final and complete adjustment in full accord and satisfaction of R o ended y 'ty ugineer ,Dre tv 31( (2n R.— Agreed to by Contract Date Oa-ti' ri Acted p y City Date 1 . 0 CD CD ...1 .-L 11111 �.1 1 1 1 1 3 A O W N O co V ONO COO O--.4 Z 0 N N`) {nom±, 1 Imm V IV 1 (b 1 0 0 — mom ,z W rr mrcnrW mmwww c B -n -n > w -< cn CD (D CD C CD cD =• CD n. W Sy ", w w a � 3 3 9• 3 a =. * aiM �- gy m 5. 3. a � o o. o o a m w 5 ccoo rt � Xi cfl cfla cD* * ,,,— * >‹,,, D ° o@ K w n - cMD n � o Sl) SD CD C a c' CD N D) -1 - 3oo c i (DD CD 90 (fl D O r' D g (D (1) SAO 0 0 a N 9 `D 3 Q. a, 2 < w o m c m .-. n n z '-` .,5 A) a vo a w - a• * * o d d N * 5-5f _cfl CD i� p' to cc 05 0 0 P{► r w co 0 0 3 ca co O. CD 'a w n CD 33 n n dCA =-v c o w o B- m w 3 _ -I ss Ivo. n N .-, . wcono., fin. n H fU j$` 17 r:J W _ 1 ..... _•1 N 1 5 • 'R -100 (o ONO O -i O O O W U7 --• ,� o , o U, MONOM 00M °10 ) N '•r sib O 0 0 0 0 0 0 0 0 0 0 N GS CCD O O 0 0 0 C 0 O O O O O W \ 0 69 .WW Efl 69 W E9 69 (fl b9 ff) (J W O y T0) N 1 1 (1 U) 4, - w - x IV th W 000100) 0 0 0 --S �J CD O 0s4 W O W O O 0 0 0) 0 01 W OM N O CD) O O 00000 co O bb 00000 0 0 0 0 0 5' O 00 0 0 0 0 0 0 0 0 0 0 7 City of Coppell Engineering Department Routing Sheet for Approval of Contracts and Agreements Vendor Name: K Vitt.[CIES Date: } �3 ) 1—i Contracted Work/Project: By eN S ST. Explanation: CO 5 fiefi ►�'1.5'� Council Approved: Yes / No If yes, Date: Budget Approved: Yes / No Ethics Certificate Required: Yes / If Yes, Copy is Attached: Yes / No 0 New Vendor ( Existing Vendor O Renewing Contract Routing Sequence: Initials Date 1. Employee initiating contract/agreement: Jamie Brierton +h>/ii (Include W-9&CIQ form if vendor is not in system.) 2. Supervisor Authorization: ��,� fit,. 6113/0 3. Purchasing Manager/Technician: (Signature needed only if vendor is new to system or contract has been changed since last time used) 4. Director of Engineering Authorization: Ken Griffin y 4.6.17 5. Deputy City Manager Authorization: Mario Canizares '" //O/'. .v/7 Comments: 6. City Manager: Mike Land /"Liv 1(17,117 Comments: 7. Originals back to Administrative Manager: Kyra Jansen 8. Copy of contract/agreement to Jennifer Miller: YES / NO r ƒ % - E $ 2 z P A 0 -, & m \ g CO > D / $ g 3 74: @ m m $ 2 -0 > (12 § ƒ cD -0 S CL f g / E g C / c x _ 0 a 0 7 \ E § § \ ƒ a c R Cl) c 2 mK / a b.) FT/ O. / c el ,f < / 9N g kE � 0 CE l'"'a \k \ o i m ® 5 f & % CA § otH2 k � -- m n 11 ,-, CD D + � me2 v:, • 0. n 2 E cs 2 � � G n M « w « co $ § 0 -/ / / CO ƒ Q } / ¢E / E k k / CO $ e kil -EA + & EA \ 3 co a -4 Q ? \ 0 0 / k 0 j k \2 R /0 a/ 5. k. CITY OF COPPELL CHANGE OR EXTRA WORK ORDER PROJECT: Burns Street Reconstruction CONTRACTOR: RKM Utility Services,Inc OWNER: City of Coppell CHANGE ORDER NO.: Five(5) DATE: April 3,2017 1.This change order provides for incorporating Oncor Street lighting at the residential/slip street frontage(added per developer's agreement)and relocating utilities where required at the ADA Ramps(not shown on plans). 2.This change order adds 30 calendar days. Item Description Quantity Unit Unit Price Total Add: 164 Pull Box(if needed) i EA $780.00 $780.00 165 2"PVC Street Light 425 LF $8.50 $3,612.50 • Conduit(open cut) 166 Street Light Foundations 9 EA $875.00 $7,875.00 167 Relocate Existing Fire 2 EA $2,700.00 $5,400.00 Hydrants 168 Sanitary Sewer Service w/ 1 EA $1,500.00 $1,500.00 Cleanout Total Additions $19,167.50 Delete: Total Deletions $0.00 Total Revision to Contract Amount: $19,167.50 Original contract amount $944,135.00 Net increase in contract amount $19,167.50 Previously approved changes $443,043.00 Revised contract amount $1,406,345.50 Cumulative increase in TOTAL change order amount(Percentage) 49.0% Net increase in contract time of completion(This Change Order) 89 Revised Contract time of completion(Including Previous Changes) 309 The contractor he- y accepts this Contract adjustment as a final and complete adjustment in full accord and satisfaction of 41bl 17 Re ommended b tty Engineer Date ‘tb 4— z{/37t b(-7' Agreed to by Contractor Date CITY OF COPPELL CHANGE OR EXTRA WORK ORDER 041. 10. 1/ Accepted by City Date City of Coppell Engineering Department Routing Sheet for Approval of Contracts and Agreements Vendor Name: �';�I.� `'[t� K�M �L aWC-FOL: 1e I-7 Contracted Work/Project: BiuC-A• . S1 Explanation: Q O41t c0 1. 1 61),°P Council Approved: Yes / No If yes, Date: Budget Approved: Yes / No Ethics Certificate Required: Yes / No If Yes, Copy is Attached: Yes / No 0 New Vendor Existing Vendor 0 Renewing Contract Routing Sequence: Initials Date 1. Employee initiating contract/agreement: Jamie Brierton +1' Iti (Include W-9&CIO form if vendor is not in system.) 2. Supervisor Authorization: /141/4CGeinfl4- /17 3. Purchasing Manager/Technician: (Signature needed only if vendor is new to system or contract has been changed since last time used) 4. Director of Engineering Authorization: Ken Griffin 161, 4,7.1.17 5. Deputy City Manager Authorization: Mario Canizares . — K6/20/9 Comments: 6. City Manager: Mike Land L4 `f/27//7 Comments: / 7. Originals back to Administrative Manager: Kyra Jansen 8. Copy of contract/agreement to Jennifer Miller: YES / NO CITY OF COPPELL CHANGE OR EXTRA WORK ORDER PROJECT: Burns Street Reconstruction CONTRACTOR: RKM Utility Services,Inc OWNER: City of Coppell CHANGE ORDER NO.: Six(6) DATE: April I8,2017 1.This change order provides for adding 6 irrigation zones at Burns St.to accommodate watering grass area on the parkway side of the sidewalk 2.This change order adds 10 calendar days. Item Description Quantity Unit _ Unit Price I Total Add: 169 Irrigation for Parkway-6 6 EA $2,300.00 $13,800.00 zones Total Additions $13,800.00 Delete: 1 Total Deletions $0.00 Total Revision to Contract Amount: $13,800.00 Original contract amount $944,135.00 Net increase in contract amount $13,800.00 Previously approved changes $456,843.00 Revised contract amount $1,414,778.00 Cumulative increase in TOTAL change order amount(Percentage) 49.8% Net increase in contract time of completion(This Change Order) 99 Revised Contract time of completion(Including Previous Changes) 319 The contractor eby accepts this Contract adjustment as a final and complete adjustment in full accord and satisfaction of Recommended y ty Engineer Date ‘4/.1) 4(///ig / Agreed y C tractor Date Accepted by City Date r CD 0) 3 (0 z 0 0 N a CO co N 3-' Co A D0. CO-3 aa,„ Q 2S g7 rt N e s p N p C) -, 3m " -u 00 "5• O r.o w S e N co l0 a CD p ~ to O ,. m o V1 N. - d ato cm k y^ f N �i N 'p ct) N 1�+ C 1� v. N N J I .p. baQ 10 tal S `t d CD ' 0 (D10 c 0 Q.1.1 o =' ▪ O C :.: N 0 CA EA 0 1 y CA- CA O O ai 0 0 CITY OF COPPELL CHANGE OR EXTRA WORK ORDER ® PROJECT: Burns Street Reconstruction CONTRACTOR: RKM Utility Services,Inc OWNER: City of Coppell CHANGE ORDER NO.: Seven(7) DATE: May 22,2017 1.This change order provides for adding parking striping and handicap markings. 2.This change order adds 10 calendar days. Item Description Quantity Unit Unit Price Total Add : 170 4"Thermo Pavement 2,000 LF $1.40 $2,800.00 Marking-TY01 171 18"Thermo Pavement 216 LF $7.15 $1,544.40 Marking-TY01 172 24"Thermo Pavement 52 LF $11.00 $572.00 Marking-TY01 173 Handicap Symbol Thermo 1 EA $385.00 $385.00 Marking TY01 174 Handicap Gore Thermo 1 EA $715.00 $715.00 Marking TY01 175 Prep/Seal4" 2,000 LF $0.55 $1,100.00 176 Prep/Seal 18" 216 LF $2.75 $594.00 177 Prep/Seal 24" 52 LF $3.05 $158.60 178 Remove 24"marking 18 LF $3.05 $54.90 179 Mobilization 1 EA $1,375.00 $1,375.00 Total Additions $9,298.90 Delete: 148 Stop Bar Pavement -2 EA $2,450.00 -$4,900.00 Markines 149 Parking Stripes -2,000 LF $1.50 -$3,000.00 Total Deletions ($7,900.00) Total Revision to Contract Amount: $1,398.90 Original contract amount $944,135.00 Net increase in contract amount $1,398.90 Previously approved changes $470,643.00 Revised contract amount + $1,416,176.90 Cumulative increase in TOTAL change order amount(Percentage) 50.0% Net increase in contract time of completion(This Change Order) 109 Revised Contract time of completion(Including Previous Changes) 329 The contractor hereby accepts this Contract adjustment as a final and complete adjustment in full accord and satisfaction of all past and future liability originating under any clause in the Contract by reason of this revision to the Contract Recommended by City Engineer Date Agreed to by Contractor Date ID Accepted by City Date m 44 ,4 -4 -4 -4 -4 -4 -4 -44.1 .-4 co Oo tD tb V 6) 01 P W N - O z O o mo mo 0 O N -• Oo N O O -� -� N O O `. > mrnmm > Dmm � • DDmmm CO r« C 1 to TWMKMM -OTDOMMMM > (4. 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A O m-, A co O W N a -.. 0 0 0 m A O to --I N O m , j N N N A 0 —' 0W, 0 > 0_,0 _„ 01..„0 00)..>M 0 N '-+ 0) O0 V NN -> 00 O (nom ' O OO (7 ' 0 0(01 ._>N CO o (Wii A r m 0 M- m En W o m o 0 W 00En EREn En En En En En En(n En(f,0n(fl En000 oW( com(no mo W < Or - iwx m 0ninom<c0 m-1mZ Z -Ov 4 (n CO�ZOOOOOOO 0 0 0 P • • 1 Hmjm 'v1* W #� oa - N o 0 E90En0 W Ef)fOEnOEnEn(flEn EA- EA En 00000000000000000000000.00000000000 -19-(0-4> NO G, 03 -> ',JON -. ----0) (nA 01 07 A _ A NCA -> W00010 0A 0) QI (n -' -,N W--(((V W A ->W()t -> (0-> ->AA-A NNN(A U -001,,O0.-.Mb ^J-+ 03 O, O (4 .- U-* V W0 0b OcnlA 0)�0A VOb toO0,WCJ00(n (nCn C+,A O-'?O 0 , 004.000 V W(Vl, , (0710), O O O OAM`A0(71CWn N.AP 000001>) 0NO W 000((0(400000 0000 0 00 !> O o 6,O O 00 b 0 O 0600000606666600060606000066 OOOO o 0101000000 0 0 00 co 0 0 o o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 AFFIDAVIT of ALL BILLS PAID THE STATE OF TEXAS § COUNTY OF DALLAS § BEFORE ME, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Bryan Piper, known to me to be a credible person of lawful age, who, after being duly sworn deposes and says: I am the Vice President of RKM Utility Services,Inc. which said company entered into a contract with the City of Coppell to construct: Burns Street Reconstruction- Project No. TAX2014B. I do hereby, under oath, swear and affirm that all bills for labor, material, utilities, insurance, and all other accounts in connection with the above construction cost have been paid and satisfied. t • ► Utility Services, Inc. 1111.111 110 4 11411i- oil La 1111. Bryan ',per,Vice Pres t , SUBSCRIBED AND SWORN to on this the / *C , day of 4(16G1-5 - , A.D. 20 P- . 4,:4� w.^ Notary Public in and for /L Dallas County,Texas My commission expires: 77--�� f6� C • 4` ERIC MICHAEL NELSON ,"7 ' My Commission Expires s April 7,2018 E ��F pc tE� } MAINTENANCE BOND STATE OF TEXAS ' j Bond No.PB00317400253 COUNTY OF DALLAS ) KNOW ALL MEN BY 'THESE PRESENTS: THAT RKM Utility Services, Inc. as Principal, and Philadelphia Indemnity Insurance Company, a corporation organized under the laws of Pennsylvania , as sureties, do hereby expressly acknowledge themselves to be held and bound to pay unto the City of Coppell , a Municipal Corporation, Texas, the sum of Nipe Hundred Forty Four Thousand One Hundred Thirty Five Dollars and Zero Cents ($ 944,135.00 ), for the payment of which sum will and truly be made unto said Obligee , and its successors,said principal and sureties do hereby bind themselves,their assigns and successors jointly and severally. THIS obligation is conditioned; however, that whereas, the said Principal has this day entered into a written contract with the said Obligee to build and construct Burns Street Reconstruction Project No. TAX 2014B, Bid No. Q-0416- 01, which contract and the plans and specifications therein mentioned, adopted by the Obligee _ are hereby expressly made a part thereof as through the same were written and embodied herein. WHEREAS,under the plans, specifications, and contract, it is provided that the Contractor will maintain and keep in good repair, the work herein contracted to be done and performed, for a period of two(2)years from the date of the acceptance of said work, and to do all necessary repairs and/or reconstruction in whole or in part of said improvements that should be occasioned by settlement of foundation, defective workmanship or materials furnished in the construction or any part thereof or any of the accessories thereto constructed by the Contractor. It being understood that the purpose of this section is to cover all defective conditions arising by reason of defective material and charge the same against the said Contractor, and sureties on this obligation, and the said Contractor and sureties hereon shall be subject to the liquidation damages mentioned in said contract for each day's failure on its' part to comply with the terms of said provisions of said contract. Now, therefore, if the said Contractor shall keep and perform its' said agreement to maintain said work and keep the same in repair for the said maintenance period of two(2)years,as provided, then these presents shall be null and void, and have not further effect, but if default shall be made by the said Contractor in the performanceof its' contract to so maintain and repair said work, then these presents shall have full force and effect, and said Obligee _ shall have and receive from the said Contractor and its' principal and sureties damages in the premises, as provided; and it is further agreed that this obligation shall be a continuing one against the principal and sureties, hereon, and that successiverecoveries may be and had hereon for successive branches until the full amount shall have been exhausted;and it is further understood that the obligation herein to maintain said work shall continue throughout said maintenance period,and the same shall not be changed, diminished or in any manner affected from any cause during said time. 249 Contract Documents IN WITNESS WHEREOF, the said Principal has caused these presents to be executed by and the said Surety has caused these presents to be executed by its Attorney in fact an t4 said Attorney in fact Heather Notes has hereunto set his hand,the l'3'—' day of l 3 ,20 co PRINCIPAL SURETY RKM Utilit Services,Inc. Phif:d-lphia Indemnity Insurance Company By:-- � t♦ t ' `w ��i „ii.et Title: t Jo Heather Notes Title: Attorney-in-Fact INESS/604..., " ATTEST: _ L Ashle Britt,Witn s NOTE: Date of Maintenance Bond must not be prior to date of Contract. 2-15 Contract Documents 1799 PHILADELPHIA INDEMNITY INSURANCE COMPANY One Bala Plaza,Suite 100 Bala Cynwyd,PA 19004-0950 Power of Attorney KNOW ALL PERSONS BY THESE PRESENTS:That PHILADELPHIA INDEMNITY INSURANCE COMPANY(the Company),a corporation organized and existing under the laws of the Commonwealth of Pennsylvania,does hereby constitute and appoint Edward G.Britt,Jr.,David G.Miclette,David T.Miclette, Barry K.McCord,Robert C.Davis,Krtsti Lovett,Ashley Britt Russell,Joni Bowen,Heather Notes,Brett A.Tisdale,Tabitha Reedy and Rita G.Gulizo of Bowen,Mielelte& Britt Insurance Agency,LLC of Houston,Texas, its true and lawful Attorney-in-fact with full authority to execute on its behalf bonds, undertakings,recognizances and other contracts of indemnity and writings obligatory in the nature thereof,issued in the course of its business and to bind the Company thereby,in an amount not to exceed$25,000,000.00. This Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of PHILADELPHIA INDEMNITY INSURANCE COMPANY ata meeting duly called the 1"day of July,2011. RESOLVED: That the Board of Directors hereby authorizes the President or any Vice President of the Company to:(1)Appoint Attomey(s)in Fact and authorize the Attomey(s)in Fact to execute on behalf of the Company bonds and undertakings,contracts of indemnity and other writings obligatory in the nature thereof and to attach the seal of the Company thereto; and (2) to remove, at any time, any such Attorney-in-Fact and revoke the authority given. And,be it FURTHER RESOLVED: That the signatures of such officers and the seal of the Company may be affixed to any such Power of Attorney or certificate relating thereto by facsimile,and any such Power of Attorney so executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company in the future with the respect to any bond or undertaking to which it is attached. IN TESTIMONY WHEREOF,PHILADELPHIA INDEMNITY INSURANCE COMPANY HAS CAUSED THIS INSTRUMENT TO BE SIGNED AND ITS CORPORATE SEALTO BE AFFIXED BY ITS AUTHORIZED OFFICE THIS 10115 DAY OF JUNE 2013. `Nok,Vtilil• t;L°elyror,�unnrr7�(.4�� f 1a74 r`yf mi 4 (Seal) Robert D.O'Leary Jr.,President&CEO Philadelphia Indemnity Insurance Company On this 10°'day of June 2013,before me came the individual who executed the preceding instrument,to me personally known,and being by me duly sworn said that he is the therein described and authorized officer of the PHILADELPHIA INDEMNITY INSURANCE COMPANY;that the seal affixed to said instrument is the Corporate seal of said Company;that the said Corporate Seal and his signature were duly affixed. oMa lWEArTNoat 11611.VM7tA Nalubl sot snarly A.l( ; r MSc A uswkwykomattsopercogicr+,sm q .41111111k aw mvo,mmnruux owtxe6rtrruas Notary Public: residing at: Data Cynwyd,PA (Notary Seal) My commission expires: December 18,2016 I,Edward Sayago,Corporate Secretary of PHILADELPHIA INDEMNITY INSURANCE COMPANY,do herby certify that the foregoing resolution of the Board of Directors and this Power of Attorney issued pursuant thereto on this 10715 day of June 2013 true and correct and are still in full force and effect.I do further certify that Robert D.O'Leary Jr.,who executed the Power of Attorney as President,was on the date of execution of the attached Power of Attorney the duly elected President of PHILADELPHIA INDEMNITY INSURANCE COMPANY, In Testimony Whereof I have subscribed my name and affixed the facsimile seal of each Company this day of 20 K :fir}rts r�'J,!�s�•.�j,+ i .1927 f;;1 Edward Sayago,Corporate Secretary ';"a, . ?.i:);;::`, PHILADELPHIA INDEMNITY INSURANCE COMPANY IMPORTANT NOTICE ADVISO IMPORTANTE To obtain information or make a complaint: You may Para obener informacion o para someter una queja: call the Surety's toll free telephone number for Usted puede Ilamar al numero de telefono gratis de information or to make a complaint at: para informacion o para someter una queja al: 1-877-438-7459 1.877-438.7459 You may also write Philadelphia Indemnity Insurance Usted tanblen puede escribir a Philadelphia Company at: Indemnity Insurance Company: One Bala Plaza,Suite 100 One Bala Plaza,Suite 100 Bala Cynwyd, PA 19004 Bala Cynwyd, PA 19004 Attention: Senior Vice President and Attention: Senior Vice President and Director of Surety Director of Surety You may contact the Texas Department of Insurance Puede comunicarse con el Deperlamento de to obtain information on companies, coverage,rights Seguros de Texas para obtener informaclon acerca or complaints at: de companies,coberturas, derechos a quejas al: 1-800-252-3439 1-800-252-3439 You may write the Texas Department of Insurance Puede escribir al Department()de Seguros de Texas: at: P.O. Box 149104 P.O. Box 149104 Austin,TX 78714-9104 Austin, TX 78714-9104 Fax#512-475-1771 Fax#512-475-1771 Web:http://www.tdi.state.tx.us Web:http://www.tdl.state.tx.us Email: ConsurnerProtection@tdLstate.tx.us Email: ConsumerProtection@tdl.state.ix.us PREMIUM OR CLAIM DISPUTES: Should you have DISPUTAS SOBRE PRIMAS 0 RECLAMOS:SI a dispute concerning your premium or about a claim, tiene una disputa concerniente a su prima o a un you should contact the Surety first. If the dispute is reciamo, debe comunicarse con el Surety primero. Si not resolved,you may contact the Texas Department no se resuelve la disputa,puede entonces of Insurance. comunicarrse con el departamento (TDI). ATTACH THIS NOTICE TO YOUR BOND: Thls UNA ESTE AVISO A SU FIANZA DE GARANTIA: notice is for information only and does not become a Este aviso es solo para proposito de informacion y part or condition of the attached document. no se convierte en parte o condicion del documento adjunto. 1 a, . . i 4 w i z s" Y N Y èHômti 0 44- re42 - X A s s August 14,2017 Eric Nelson RKM Utilities 1805 Royal Ln., Suite 107 Dallas,TX 75229 RE: Reconstruction of Burns Street Final Acceptance Dear Mr.Nelson: Representatives of the City of Coppell have confirmed a final inspection of paving and utilities for the referenced project. The two-year maintenance bonds and record drawings have been received. Maturity on the bonds will be two years from the date of this letter. You may notify the MS4 (City of Coppell) at any time during the two-year maintenance period if stabilization of the site per the SWPPP permit can be demonstrated. If so, complete and submit a Notice of Termination (NOT) to discontinue coverage under the SWPPP permit. A follow-up inspection of the facilities will be conducted prior to the lapse of the two-year bond period. any punchlist items are noted at that time, you will be contacted to make repairs. Th. it your cooperation. Sincerely, 4111111P1 Derri •• Constructio ►spector Office Phone: (469)576-5999 cc: Ken Griffin,P.E.,Director of Engineering&Public Works Mike Garza,P.E.,Asst.Director of Public Works Jamie Brierton,Project Manager 0 wp QJn g-1 A Burns Walk Through 6/28/2017 TJ/ D-bi (� Issue _ Issuer Resolved-Y/N_ RKM Comments Remove blue button for Fire Hydrant that was removed on the west side of S Coppell and Houston Street intersection. CIP Y Stop bar at S Coppell/Burns looks bad CIP Y Pull redwood at sidewalk for sealant CIP Y Striping coming up/puddles at nose in parking on slip street CIP Y Wrong color for ADA symbol at HC parking CIP Y Curb popping up at slip street ADA ramp intersection many locations-monolithic? CIP Y Route and seal cracks CIP Y Cut out and replace split sealant at sidewalk to curb joint CIP Y Put MJ cap....currently valve just closed CIP Y Final clean CIP Y Sign blades for Burns/s coppell CIP Y Repair curb at ada ramp on Hammond/burns south west corner and then install sealant CIP Y Verify Powder coat sign poles CIP Y Deflection in street near sewer manhole on south lane,west of Hammond CIP Y Footprints on sidewalks need repaired CIP Y Expose the double feed at the water at#850 burns,jet line building and across street CIP Y 3 panels of poor finished sidewalk panels west of Hammond-north past ada ramp CIP Y Remove black spray paint from parking on Hammond CIP Y Patch small bug hole in sidewalk between intersection of main and Travis and Hammond/travis CIP Y Repair cut edge of concrete spalled out at Travis stamped concrete crossing CIP Y Repair bike tracks and footprints in ramp at Travis CIP Y Rain on sidewalk on s side of Travis at alley intersection and joint missing CIP Y Lighint Install Oncor CIP Y All good-wastewater SS Y Route and seal all cracks on curbs marked with orange paint ST Y Seal red wood joint at Burns and S.coppell Rd.by ADA ramp next to light pole. Again also marked with orange paint ST Y From Travis and Houston all curb joints with felt needs seal up and over curbs by ADA ramps. Marked with orange paint as well. ST Y Clean out all meter cans expose all fittings in meter cans WTR Y stub out not plugged WTR Y Turf not re-established within grading limits(as shown on sheet 10-11)on north side of Burns between Hammond and slip street. JVC Y Some barrier free ramps were not constructed per the"Modified Barrier Free Ramp"detail provided on Sheet 10 of the construction plans. Confirm 8.33%max slope on"ramp down" sections. JVC Y Some barrier ramps were not constructed monolothic with the use of the block out as shown on City of Coppell Standard Detail 2185-2. JVC Y