The URL can be used to link to this page

Home My WebLink AboutContract 45717-A3AR10 RECEIVED JUN 2 5 2019 CTY 0E FORT WORIH n �' CITY SECRETARY43 f I 0o s Q7 O L P � m o o o Co o O o o }, 'r u 1 i^•I O o t u 3 O c ro a� E +� o00 00 000000 0 ° ,o ai c o00 00 000000 o C u 44 4- � to m 00 e4 j N Ol lD i4 t0 to to •�, c ++ M N 00 rn N N N rl co O 0n -T tC a1 O C V L n O 00 O w o [t M Ln oo N rt y u W .O M -p 00 '1 O Ol N 00 % l 0 ^ o to c Op0 N V)- M Q y e-1 c-I Ln m m M M ri M 't o .a L ra N nsI W �t Ln c1 d Ln -* N et M C ` a u = 1� O ct O N m M M M N M Ct M 41 00 Ln t fa m 'cCL O a Vf VT V V► V4 in. VF in in. iI} VF Vf V? Vy. u LJ M L +L+ O � is Qj Q• ^ = O O u O ++ W L ai Ca c N O V) u Z O C) c i C Y LnQ 3 u H 4.1 o CU C u _0 00) 4- C � L p ` m al L O CS m J U {n t 4- •r L 41 Q w l0 00Ln f0 O O fCa p OCD 0001 0 •7 d O O: `- •N •_ C 41 O 0) = +'c' O C aj Z v 0 in aa) C. '- o0 00 o 000oo O u O O C a c 3 C) 00 000000 0 u ` :o cu m do 0 Lo m 06 ri 4 r i c i to ri Lo 6 Lo o ar � � 3 > c 00 m N N N %-i 00 O M B W LL 0) O C V = ^ c-I' O' O CO O C'C V1 L1l 00 N r-1 m >. ,G V a E .Fa O 00 -1 to Ql N 00 cY a-1 0 P- O V) u f0 y ++ ••� N L N ri � � n ci O V1 M M I-I M z 7# C c L 0) O C u rl ai m kf M V ct V) ` N � M O u al O. y 'c p L (D u p, a) N o O m 'i co V! Ln 0O x i' M +' d 0 m N M M M w C C v� Oc0 N i i o .O O 3 m M V 0A f0 to 'uf N o L -2 E > LA. C 41Q ®_ ..&.. r Q O c y .� O. co > b u o E c u a V} in v} in i/s in i/} ih in v? in v} th Vt u m 'm cn m J N �- C al M CL a) en v 1 E °c1D CL E- E Ln 0c0 C O p O yL- d v N a0i d 41 C O O O L = "a y a> > ++ u O c U C u y L H O M 41 N cl E u N � 2 0o Q d O 'CL a 'C O a-1 LA u N a, 0 in W 00 aMi a' E u 4, V rq w •V � N u .aj toLr 00 = m 0 � H O C C V- V- Ln p � L) t0 C O O N VY 3 p al M '8 C C 3 p a+ a+ 0 w aJ _ M S M L [0 O u c C V O C Q = V) tko m � N u 01 C (> O Q �^ O O 06 C ,L vi > c 7 L u <n 0) u O L = L (L6 N E E 7 ++ 41 O 4 O t •�-+ OL a) 00 c u �O Q O �n C c0 f0 Gq O 00 c u z- a o c 3 o v o v m 3 w d c E = 3 o axi E cU� C C c O C - � "' O 4 '0) (D C O Ln (v o0 _ o E u° Q o .` `—° c 5 c c c n0i « Y 01 y L •� N •a' 'O m E COj ro 0l c O O '00 C '8 c N O a E Y Q c N R O 0) Q 'io Q .� Q tm O O O c c O � _ _ m t u +1 a� O O p 'O > 0 > c m u in `i @ •Y 4- io E z +. m u tin o Q a Q -a Qm -6 > E E w _ mo o u a� *' ` a; c aj 3 N o o v -0 � v � : v a� o� � E = o c u �° c + _ W O c O O O O 4 4- [a C LL C LL LL• i aJ al > r OL p M N •OL u u O O u Q u O O m LL c LL c [0 C 0) C C f0 al t al O +' ++ N •- i+ N E w 3 uD tiA u +' +' 'O — '� — .E c o L — = u c L to +- C ccno ++ "O "O Y 3 7 C ro c ra u 4' ++ u '� C t aJ u E u ti0 c c c ° '> Eb E E v ;9 +� 'a -p d E 3e s L APPROVED: CITY OF FORT WORTH S sa Alanis Assistant City Manager Date: ATTEST: 71,C� Mary J. er City Secreyary APPROVED AS TO FORM AND LEGALITY: /Ch PV L, c Douglas W. Black Assistant City Attorney Contract Compliance Manager: By signing I acknowledge that I am the person responsible for the monitoring and administration of this contract, including ensuring all performance and reporting requirements. Michael Weiss, P.E. Senior Professional Engine�1671CIAL RECORD City of Fort Worth Hemphill Street Construction Contingency/Allowance Request 0 WORTH, TX Project No. 00141 Customer Change Order I C.O.# 16 Date: 02/27/2019 Project Name: Hemphill Connector Architect's Project No: Project No: 002119.000 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector Change Order# 16 CPR Description Amount Signal Head#6 Replacement $0.00 The Original Contract Value was $35,408,258.00 Sum of changes by prior Change Orders ($73,092.00) The Contract Value prior to this Change Order was $35,335,166.00 The Contract Value will be changed by this Change Order in the amount of $0.00 The new Contract Value including this Change Order will be $35,335,166.00 McCarthy Building Companies, Inc. City of Fort Worth BY: Z BY: Date: Z 'ha f j f Date: .i cy' aE`CARAY Printed On: 2/27/2019 7:27:53 AM Page 1 of 1 Change Proposal Request Date:02/27/2019 di 11 M- 1 M3 Project Name: Hemphill Connector Architect's Project No.: Project No.002119.000 Cost Issue Ref#:30 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document, when fully executed_, as accepted,shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies, Inc. will be reimbursed monthly for the cost of this work as completed,whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: Signal Head 46 Replacement SCOPE: Per City of Fort Worth Signals Department, they have requested that the #6 signal head be replaced with a 5- section dog house to help the future flow of traffic headed north bound on Hemphill. REFERENCE: Pricing Details Company Name Description Amount Bean Electrical Inc 30: ELECTRICAL& LIGHTING $2,100.00 McCarthy Building Companies, Inc. 65: A-OWNERS ALLOWANCE ($2,205.00) McCarthy Building Companies, Inc. 100: CONTRACTORS CNTGNCY .$105.00 Net Amount of This Proposed Change $0.00 Net Change in Calendar Days Due To This Proposed Change [] Schedule impact to be evaluated at a later date McCarthy Building Companies,Inc. City of Fort Worth ►�ccept _Accept Do Not Accept _Do Not Accept BY: BY: Date: 2- !I Z 111 g Date: w0i-RECORD F ARY Printed On: 2/28/2019 4:35:24 PM Page 1 of 1 f Project: City of Fort Worth Hemphill Street Underpass Location: Fort Worth,Texas Date: February 27,2019 Hemphill Street Under ass GMP2-Change Order 16 GMP2 Line Work DESCRIPTION Quantit Unit Unit Price GMP2 Change Order Previous New Budget Package Measur Total Amount Change Orders Total 10 WC1 Subcontractor Work Category#1 Bridge&Track-McCarthy 1.00 LS $11,814,000 $11,814.000 $202,696 $12,016,696 11 Allowance Potential Bridge&Track Contractor Downtime 100.00 Days $5,432 $543,200 $543,200 12 ($27,560) $0 Contingency Painting of Exterior Railroad Bridge Beams 1.00 LS $27,560 $27,560 20 WC2 Subcontractor Work Category#2 Excavation&Walls-McCarthy 1.00 LS $7,745,000 $7,745,000 $294,481 $8,039,481 21 Subcontractor Artwork Installation-McCarthy 1.00 LS $75,511 $75,511 $75,511 02 22 Allowance Additional Artwork Support for Sub/Artist changes 1.00 LS $15,102 $15,102 $15,1$0 Painting of Concrete and Block Walls with color for 1.00 LS $77,568 $77,568 ($77,568) $0 23 Contingency consistenc and anti-graffiti coatings Potential Walls and Excavation Contractor 50.00 Days $2,517 $125,850 $125,850 24 Allowance Downtime 30 WC3 Gen4flgeney Work Category#3 Electrical&Lighting 1.00 LS $1,678,000 $1,678,000 $2,100 $136,371 $1,816,471 40 WC4 Subcontractor Work Category#4 Landscaping-C.Green 1.00 LS $360,167 $360,167 $29,041 $389,208 Sca in LP $53,400 41 Contingency Landscaping of ROW/CMAR Yard 3.00 Ac $17,800 $53,400 $53,400 017 42 Allowance Owners Landscape Allowance 10% Bid $360,167 $36,017 50 WC5 Subcontractor Work Category#5 Paving-McCarthy 1.00 LS $1,667,000 $1,667,000 $81,427 $1,748,427 Chesapeake Extended driveway and gate 1.00 LS $46,200 $46,200 ($46,200) $0 51 Contingency reconfiguration 60 CMAR General Conditions-30 Months 1.00 LS $4,0231374 $4,023,374 $19,620 $4,042,994 Sandblasting&painting of the underside of the 1.00 LS $184,555 $184,555 ($126,057) $58,498 61 Contingency IH30 bridge for consistent coloration 62 Allowance Identify&Locate Existing&Abandoned Utilities 1.00 LS $150,000 $150,000 $150,000 63 Allowance Remove,relocate and/or demolish existing utilities 1.00 LS $1,750,000 $1,750.000 ($99,454) $1,650,546 within the right of way 64 Allowance Potential Project delays due to Railroad and/or 1.00 LS $750,000 $750,000 ($540,834) $209,166 Existing Utilities within the right of way 007 65 Allowance Owners Allowance 1.00 LS $867,727 $867,727 ($2,205) ($19,515) $8 , Subtotal Cost of Work $31,990,231 $31,8166,574 74 70 Performance&Payment Bonds 0.82% $264,271 $264,271 1.00 LS $41,646 $41,646 $41,646 80 Pollution Insurance Wrap Policy $112 785 80 Railroad Protective Insurance 0.35% $112,785 $72,535 $72,535 80 Builders Risk Insurance 0.22% $295,300 80 General Liability&Umbrella Insurance 0.841% $295,300 Subtotal Cost of Work+CMAR GC+Insurance $32,776,768 $32,603,111 90 Construction Fee 3.50% $1,147,187 ($5,407) $1,141,780 Subtotal Cost of Work+CMAR GC+Insurance+ $33,923,955 $33,744,891 Construction Fee 100 Construction Contingency-Construction Contingency 5.00% $29,686,059 $1,484,303 $105 ($168,316) $1,316,092 has NOT been added for"Allowances"above $274,183 $274,183 101 McCarthy Shared Savings from Contigency $0 $0 500 Subcontractor Credits Subtotal Cost of Work+CMAR GC+Insurance+ $35,408,258 $0 -$73,092 $35,335,166 Construction Fee+CMAR&CFW Contingency Page t o(i 11:10 A'A aqc"RrHY- emAt? D...dpll— GO 16•Sig,,[Heed 96 R,pl...mont OM7115 Man H... Unit Cols T.MCM. Ll. arvlslon UM MH MN $ $ - D....I'll- QuanUty DOM MHf UnI121 labor Equip Sub Su" m"I sub s $ T.W $ 2,100 2,100 Ls 2,100 00 $ T»5 Ell - -SUBTOTAL 1$ $ 1100 2,100 ME(.OIL.6 PARTS. MOUN OF 4 OF$ OF ECILM $ OVENTIMEWFOR: 10.00% OF$ OF OFLOR LABOR BORDEN: 46600% OF$ OF OFLOR $ CONSUI,tABLES 10.009 OF$ OF OF MAT $ $ SAFETY $M PER HOUR PER HOUR 0.00 OF LEN SMALLTOOES 10.0% OF$ OF$ - OFLOR TAX-. 925% OF$ OF$ OF?A7LjFUEL $ SUBTOTAL S S 5 211001 $4—t—wooM Q0000% 5 Co .Risk 0.3400% $ $ Sun" Risk 0.200% $ 0.9500% $ SUBTOTAL $ Is 5 CMAKF GO WucUon ConUngency 105 TOTAL 2,206 B-SE A Nf E L E C TRICAL-., ) WC 821 E.Enoii Aveiiue P 817-661-7400 B ForttiVordi,Texas 76140 F 817-561-7403 www.b eanelectrical.com, February 26,2019 Riley Seahorn McCarthy Building Companies, Inc Reference: Hemphill and Vickery Signal Changes Subject: Quote Riley, We are pleased to provide you with an estimate for the below. Project: Hemphill Tunnel County:Tarrant DETAILED COST BREAKDOWN-- Replace existing signal head 46 with 5-Section Dog house LABOR Hourly Hourly EXTENDED DESCRIPTION QTY UNIT REQUIRED RATE COST Journyman 2.00 EA 12.00 30.00 360.00 Apprentice 1.00 EA 6.00 18.00 108.00 Laborer 1.00 EA 3.75 15.00 56.25 Supervisor 1.00 EA 1.50 48.00 72.00 $ - $ _ $ - $ - LABOR COST 596.25 15% LABOR MARKUP 89.44 55% LABOR BURDEN 327.94 TOTAL LABOR COST 1,013.63 'tteL17979 Regulated by The Texas Department of Licensing and Regulations,P.O.Box 12157,Austin,Texas 78711,1(800)803-9202, (512)463-6599 website wvAv.license.state.ty.us/comiiiaints B"'EANIf ELEC TRICALf LNC. 821 E.EtionAvcuue P 817-661-7400 Fort Worth,Texas 76140 F 817-561-7403 ! I' www.be.anelectric-.d.com EQUIPMENT Days EXTENDED DESCRIPTION QTY UNIT REQUIRED RATE COST Ford F550 1.00 Ea 1.00 180.00 180.00 Telescopic Boom 1.00 Ea 1.00 54.00 54.00 EQUIPMENT COST 234.00 15% EQUIPMENT MARKUP 35.10 TOTAL EQUIPMENT COST 269.10 MATERIALS UNIT EXTENDED DESCRIPTION QTY UNIT COST COST 7 Conductor Traffic Signal cable 60.00 LF 0.59 35.62 5 Section Dog House 1.00 EA $ 603.00 603.00 $ 5 section Aluminum Back plate 1.00 EA $ 54.00 54.00 $ - $ - $ MATERIAL COST 692.62 15% MATERIAL MARKUP 103.89 $ TOTAL MATERIAL COST 796.52 TECL17979 Regulated by The Texas Department of Licensing and Regulations,P.O.Box 12157,Austin,Texas 78711,1(800)803-9202, (512)463-6599 website tivww license state-Ums/complaints BEAN EL Er- C j -TRICAL..., LN'fC* 821 E.Enon Avenue P 817-5617400 BET- ][',Olt Worth,TeSas 76140 F 817-561-7403 wvvw.b eajielectric<il.co to SUBCONTRACTORS UNIT EXTENDED DESCRIPTION -QTY UNIT COST COST 0.00 EA $ - $ - 0.00 $ - $ 0.00 $ - $ - 0.00 $ - $ 0.00. $ - $ 0.00 $ - $ 0.00 $ - $ SUBCONTRACTOR COST $ 5%SUBCONTRACTOR MARKUP $ TOTAL SUBCONTRACTOR COST $ - COSTSUMMARY $ TOTAL LABOR COST 1,013.63 TOTAL EQUIPMENT COST 269.10 TOTAL MATERIAL COST 796.52 TOTAL SUBCONTRACTOR COST $ - 1% BOND 20.79 TOTAL COST 2,100.03 Sincerely Chip Bean Bean Electrical, Inc TEC117979 Regulated by The Texas Department of Licensing and Regulations,P.O.Box 12157,Austin,Texas 78711,1(800)803-9202; (512)463-6599 website www license state.tx.us/complaints Pagel of i T PRICK QUOTATION Consolidated Traffic Controls,Inc. 2/26/2019 Serving The b.rflic agnalIndwrysixce I r>80 Bid Date: 2/26/20I9 Terms: Net 30 Days 1016 Enterprise Place,Arlington TX 76001 Prices Firm: 60 Days (800)448-8841 (600)448-8850 fax Freight: FOB Destination Quote Number 4396 Quotcdb}- MorkO'B2rr Fort Worth Item No. Description. Q Unit Price Total Price YellowSlgnals arc quoted srith Visor and i4lntg Hdtvr 5 Sec Cluster-Sig Assem YGY<Cr<) ( 603.00 S 603.00 Aslro Brac Mnt Hdsvr inc:1 ea 62'Cables 682-6025 15 Section Aluminum Back late(Cluster) 1 $ 54.00 1 S 54.00 Grand Total,I S 657.00 NOTE: Please refer to the Quote number when placing an order or when calling for more information.Forward all PUS to Bryan Jones bjones@ccc-traffic.com. Allow 30-45 days for delivery,aRerapproved submittals are received. Confirm color of signal equipment when ordering. Quotation LONESTA+11 ELECTRIC s u a Y EXPIRATION DATE QUOTE NUMBER 03/28/2019 S100370987 LONESTAR ELECTRIC SUPPLY PAGE NO. 999 REGAL ROW 'o"'STAR ELECTRIC SUPPLY DALLAS,TX 75247 999 REGAL now 972 947 9700 DALIAS,TX 75247 Fax 800 947 5069 srz•s17-sroo 1 of 1 Fax 800-947-6069 QUOTE TO: SHIP TO: BEAN ELECTRIC BEAN ELECTRIC 821 E.ENON AVENUE 821 E.ENON AVENUE FORT WORTH,TX 76140 FORT WORTH,TX 76140 CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME/RELEASE NUMBER SALESPERSON 1245 IMSA 1417 James Stephens WRITER SHIP VIA TERMS SHIP DATE FREIGHT ALLOWED James Stephens Net Due 30 Days 02/26/2019 Yes ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE SHIPPING INSTRUCTIONS JOB SITE CONTACT NAME: JOB SIE CONTACT PHONE: 60ea ADC 8307 1417 STR 20-1 IMSA 5000 593.720/FT 35.62 FT REEL. For all inquiries please call: (972)-947-9700 Subtotal 35.62 S&H Charges 0.00 Amount Due 35.62 PrWa4 0y:JSTEP11EN on=M200121:31 PF.{GST EauipmentWatch. wvnv.equipmenlwatch.com Ali prices shovn in US$ Rental Rate Blue Book@ February 26,2019 Miscellaneous BB130 Telescopic Boom Aerial Lifts For Truck Mounting Size Class: 21.30it Weight: )r` Elrl 1I11i10P N/A Configuration for BB130 Maximum Platform Height 0 f1.30 it Material Handling No Articulation Non•Arliculated Platform Capacity Man) 3001bs Blue Book Rates FHWA Rate Is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate" Operating Costs Monthly Weekly Daily Hourly Hourly Hourly Published Rates $776.00 $215.00 $54.00 $8.00 $2.25 $6.65 Adjustments Region(Texas: 89.4'%) ($62.15) ($22.79) ($5.72) ($0.85) Model Year ($13.16) ($3.65) ($0.92) ($0.14) Adjusted Hourly - Ownershfp Cost(100%) _ Hourly Operating Cost(100%) $iB6.56 $47.36 $7.01 $2,25 $6.11 Total: $679.69 Hourly Non-Active Use Rates $2.88 Standby Rate $3 66 telling Rate Rate Element Allocation Element Percentage Value Deprectation(ownership) 61`/+ $472.75/mo 26'/a $201.50/mo Overhaul(ovtnership) CFC(ownership) 6% $46. Indirect(rnvnershlp) 7e/j $5�.251mo mo 51 Fuel cost data is not available for these rates. Revised date:1st Half 2019 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more Information. The equipment represented In this report has been exclusively prepared for BART EBERLE(beberie@mccadhy.com) All material herein 02003-2019 Penton All rights reserved. �. tch. Equip entINa vnvw.equipm enhvalch.com All prices shown In US$ Rental Rate Blue Book@ February 26;2019 Average AVERAGE 100-199 HP On•Hlghway Light Duly Trucks Size Class: 100-199 HP NIA Weight: f d I it tiitic Configuration for AVERAGE 100-109 HP Axle Configuration 4X4 Pourer Mode Diesel Horsepowar 169 hp Cab Type Crew Blue Book Rates "FHWA Rate Is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate" Operating Costs Monthly Weekly Dally Hourly Hourly Hourly Published Rates 62,580.00 $720.00 S180.00 $27.00 $12.40 $27.06 Adjustments Reglon(Texas: 91.4%) ($221.88) (661.92) ($15.48) (32.32) Model Year(2016:09%) (S23,56) ($6.58) (51.65) (50.25) Adjusted Hourly - Qwnemhlp Coil(100%) Hourly Operating Cost(100%) - Tolal: $2,334.64 $661.50 $162.87 $24.43 $12.40 S25.fi6 Non-Active Use Rates Hourly Standby Rate $0.42 Idling Rate $19.69 Rate ElementAllocatlon Element Percentage Value Depreciation(ownership) 54% $1,393,201mo Overhaul(ownership) 29% $740.20/mo CFC(ownership) 7% $180.60/mo Indirect(ovmership) 10Y4 $258.00/mo Fuel(operating)@ 3.27 53`44 $6.631hr Revised Date:10 Half 2019 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more infomration. The equipment represented in this report has been exclusively prepared for BART EBERLE(bebede@mccarthy.com) All material herein 0 2003-2019 Penton All rights reserved. Custorner Change Order C.O.# 17 Date: 02/26/2019 Project Name: Hemphill Connector Architect's Project No: Project No: 002119.000 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector Change Order# 17 CPR Description Amount IH30 Abutment Repairs $0.00 The Original Contract Value was $35,408,258.00 Sum of changes by prior Change Orders ($73,092.00) The Contract Value prior to this Change Order was $35,335,166.00 The Contract Value will be changed by this Change Order in the amount of $0.00 The new Contract Value including this Change Order will be $35,335,166.00 McCarthy Building Companies, Inc. City of Fort Worth BY: J BY: Date: Z /Z T I/ Date: Printed On: 2/26/201910:27:12 AM Page 1 of 1 Change Proposal Request f Date:02/26/2019 Project Name:Hemphill Connector Architect's Project No.: Project No.002119.000 Cost Issue Ref ti:29 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document,when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies, Inc.will be reimbursed monthly for the cost of this work as completed,whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: IH30 Abutment Repairs SCOPE: TxDOT proposes to have the backwall of the IH 30 Bridge @ Hemphill Street repaired where there are signs of damage and wear. REFERENCE: Pricing Details Company Name Description Amount McCarthy Building Companies, Inc. 20:WC#2 EXC&WALLS $5,179.00 McCarthy Building Companies, Inc. 100: CONTRACTORS CNTGNCY $259.00 McCarthy Building Companies, Inc. 65: A-OWNERS ALLOWANCE ($5,438.00) Net Amount of This Proposed Change $0.00 McCarthy Building Companies, Inc. City of Fort Worth V"Accept —Accept D of cept —Do Not Accept BY: BY: Date: 2�Z r Date: Printed On: 2/28/2019 4:24:35 PM Page 1 of 1 Wcc V- CMAR .b: H.mphlll Slroot Co.."-'o n Daacriplf— CO 17-IH00 Abid—It Rapob. OZ126119 /dat Hou. UM C.M. Total Costs Oeacrlpllan 4uan0Fj uolt MW UnIW Total Labor Suporrl.I.. Mlrl Equip Sub Labor Sup.Malon MW Equip Sub Lin. Unit MH NH f i Tatel 1_MGCarIi uIldln9 Compenlaa WG2 100 LS _ $ •v,1t 79 $ SI7B lB _ $ - _ , ! SUBTOTAL $ $ $ $ $ 5�179 $ 5,179 Total FUls Q00 FUELM&FARTS: 50.00% OF$ OF$ $ - OF EOM $ S $ - OVERTIMEFACTOR: 10.00% OF$ OF$ $ - OFLBR $ $ LABOR BURDEN: 45.00% OF$ OF$ $ - OF LBR $ $ CDNSUMABLFS 10.00% OF$ OF$ $ - OFMAT SAFETY $0.69 PERHOUR PER HOUR O.00 OF UBR $ s $ SMALLTOOLS 10.00% OF$ OF$ $ - OFLeR $ S S TAX 3.25% OF$ OF$ $ - OFMTtAUEL $ $ $ $ SUBTOTAL $ i, $ 5.170 Subcon—t"Bond O.OD00% S S - $ Cort01RIA 0.8400% Builders Rl- 0.2900% F.I.—n.&P.Y.-t Bonds Osseo% S $ SUBTOTAL $ i i f f C179 S 6,iTB CM Fu 3.50% Co t—llon ConlNifl—Y 6.00% $ 2S0 TOTAL $ 5,438 Customer Change Order C.O.# 11 Date: 02/26/2019 Project Name: Hemphill Connector d Self Perform Architect's Project No: Excavation and Walls Project No: 002119.002 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector - Self Perform Excavation and Walls Change Order# 11 CPR Description Amount IH30 Abutment Repairs $5,179.00 The Original Contract Value was $7,820,511.00 Sum of changes by prior Change Orders $0.00 The Contract Value prior to this Change Order was $7,820,511.00 The Contract Value will be changed by this Change Order in the amount of $5,179.00 The new Contract Value including this Change Order will be $7,825,690.00 McCarthy Building Companies, Inc. McCarthy Building Company- Dallas 13Y: BY: Date: 2, Z Date: Printed On: 2/26/2019 8:49:41 AM Page 1 of 1 F�� uest 1 121 0 Project Name:Hemphill Connector-Self Perform Excavation and Walls Architect's Project No.: Project No.002119.002 Cost Issue Ref#:28 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies, Inc.will be reimbursed monthly for the cost of this work as completed,whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: IH30 Abutment Repairs SCOPE: TxDOT proposes to have the backwall of the IH 30 Bridge @ Hemphill Street repaired where there are signs of damage and wear. REFERENCE: Pricing Details Company Name Description Amount McCarthy Building Companies, Inc. IH30 ABUTMENT REPAIR (M) $845.00 McCarthy Building Companies, Inc. IH30 ABUTMENT REPAIR (E) $1,258.00 McCarthy Building Companies, Inc. IH30 ABUTMENT REPAIR(L) $2,401.00. McCarthy Building Companies, Inc. Change Order Markup (F) $676.00 Net Amount of This Proposed Change $6,179.00 McCarthy Building Companies, Inc. McCarthy Building Company e Dallas ..-- Accept Accept — Do Not Accept —Do Not Accept BY: Z- BY: Date: (2 it[19 Date: Printed On: 2/28/2019 5:08:33 PM Page 1 of 1 Mc CA Pu Fd-fit'WC 2 Job: 11-phlll Sl,aet Con)CCU" Description: IH3D AE0-1 Ropaln 0tle: Ofl03119 Man Houn Uolt costa Telel Cof if Item Oesvip0an 1 MFoetlmmer6oldft • Sub S$ L_a b -- SS uprvlaTon $ MS id- $ Equip $$ _SSu b- $$ TLoin e Ouanllly UOM Srl It 354 34 $$ $naceauele $5 5 v5 li $ $ $ Su- - S 2 Equipm 79s ent - - - $ _ $ - $ $_ $ $ $ _ 795 $ $ - $ - $ 795 _3 4bor _ _ S _• S - $ S _ S - $ Clrp Abubnfol _ 200 MY 2D MH I 40.00$ 23 _ ( $ 92o FamtBbVip A6uMeM 3.00 Of _ mMH I_ tom$ _23 _ 3 4w S $ iw wucmueie - oso_ oar 10 MH _sm - $ its _.- 4 Bubsonler d., _ - S - S $ JH PaNIeIO 25.00 SF OAS $ I$ - S Tond Jim 40m SUBTOTAL $ 1,495 $ - S 479 $ 795 $ 11 $ 2,793 FUEL,OIL,&PARTS: EOm% OF$ OF$ $ 795.OD OF EOM $ 398 $ 398 04ER0MEFAC'rOR: IOm% OF$ OF S $ 1,49$.00 OF LSR $ ISO $ 250 IAeOA BUAOEH: 46-0OX OF$ OF$ $ .1,G1450 OF LBR $ 756 756 COHSUMASLES 20.00Y. or$ OF$ $ 479.00 OF PART $ 48 $ •4B SAFETY $0.G9 PFRHOUR PERHOUR 40 OF LBR $ 28 S ?$ SMALLTOOLS 30.00% OF$ OF$ $ 7,400.97 OFEBR $ 240 $ 240 TAX 3.25% OF$ OF$ $ 1,987.10 OFMR)FUEL $ 40 SUBTOTAL 3 2.401 S 3 i14 $ 1.118 $ 11 $ 4AN Subcanl-to,Bond 0.00DD-A S $ OuBders RU1 DAM% AdditianalBOlWPremium O.ODDD% $ S co-FRBk 0.0000% $ S • SUBTOTAL i 2,401 S $ S3f 3 I,2e3 $ t1 § 4,604 Subcsolroctor Markup G% § Se11-Perlemt Markup 15% § 674 TOTNL $ 5,179 Tex Department of Transportation MEMO December 7, 2018 To: James Doty Transportation Specialist-South Tarrant County From: Christian Mendoza, E.I.T. Engineering Assistant - Bridge Design 1, Subject: IH 30 @ Hemphill Street Backwall Repair Details Attached for further handling are the following documents for the subject project: • Signed&Sealed Backwall Repair Details • Estimate If you have any questions, please contact Willie Garcia at(817)370.6765 or Christian Mendoza at (817)370-6596. CC: Manuel Padron,Jr., P.E. Willie Garcia, P.E. Frank Estrada, P.E. Randy Sowers, P.E. Ram Gupta, P,E. Ayitila Sidike OUR VALUES: People•Accountability• Trust•Honesty OUR MISSION: Through collaboration and leadership,we delivera safe,reliable,and Integrated transportation system that enables the movement of people and goods. M Equal Opponvntty Emp[cyer ENGINEER'S ESTIMATE If f 30 EB rt Hemphill Ta-rrant County Original Year Built 1900 Year Widened: N/A Original C'SJ: 1065-01-153 Widening CS1: N/A Daffled Description here. Existing Length(ft.): 116.57' No",CSJ: Existing Width(ft.): 154,00' NBI#: 02-220-0-1063-01-454 Prepared by:Christian Mendoza December 3,2018 Item No: I Item Description Unit Quantity Price Amount t1429 6007 ICONC STR REPAIR(VERTICAL&OVERHEAD) SF 25.000 S 170.00 4,250.00 Subtotal All Items S 4,250.0.0 Engineering and Contingencies 14.000 % $ 600.00 [ndirect Costs 0.000 % S 'otal Estimate S 4,850.00 ESTIMATED QUANTITIES Fly ,wlx•r t r N r 111.I2s-6W) cewx.srrxrw Myrr 5f u - __ .�_•__ _ _�a�._ _ _ , IVutkN 6 Orxnia0 17� fG l Ncnsgll-4arRhtw[J.x -- 4 IH30; �-- - E - - " .�,o •/�_� $-a N81 s 02-220.0-1068-01.454 SHEET I OF 2 1 � _ � `• - � :. ___` F, .lE 0i l(t LL �DywLnsnr 011l.nJpa16t1w1 —_ f s••••••• •••••••*•: ABUTMENT BACKWALL E . CUILLE""Ca / -i 105999 REPAIR Iy7.''• pmcx��i6: IH 30 EB PLAN-IH30 EB(d Hemphill t�srfiii" '- HEMPHILL ruurdi+<sx cwMr x,uw.•r vxr.a+u P L7 S� ' r C N•N PHOTO 2 PHOTO 3 «oonM m s+co<+.r wak•1 wri..vu (Lnf IM if Af Cartzr a/AiT+l uxlvirll - 9 I rt 4 7 ✓e MW v _ NB!,+02-220.0,1069-01-054 SHEET 2�A.OyYF 2 PHOTO 4 _�Ft[•or,i��{tl T+a.a+p..rm.+f of rlwFm+u•n � lLcatfM i;SA LrIr(r+/M`f.•1 ei:k,+irll i�S: '•�III ti P ... ABUTMENT E WILIDW WCI�•.. / losses BACKWALL REPAIR a h '°ic °••'p'Sy�' !H 30 EB PHOTO 1 �� I ass' _• @ HEMPHILL 0 i; y T,a e! Lers eAan!K• 1 A•er X,rc 7 lxtwNl (Carnir3 Ccv,r,9v1 lerinln3 E,HrH Area F71 , 1 y' lXinl 0 I E,Hsa I '�� Ey,ut Starr lc9ivV A,Yr A,Av •QI .T-ma a nn ❑1 II f / A ELEVATION-ABUTMENT BACXWALL REPAIR AREAS WHERE EXISTING REPAIR AREAS WHERE EXISTING COVER IS LESS THAN 1 COVER 15 1)"OR 1lORE SECTION A-A TYPICAL CONCRETE STRUCTURE REPAIR DETAILS ❑I ttcfty�•Navan[a b u Nmvt lity Nrgan al:s/aywv In N,tvpal�m+[NIN.�N<lrnvr(a wx[er,lMrv<n[np X�N �MK[DNIam[repWa t��rq[�vm ilt,Yww�ri Nrvnvr< bAvA.rfr',M'CxuHe hpYr,NIYY. C F ED 7 n SHEET I OF I • -��l4,Oi•1�� 'Tan dpvLrwlalDwpwhlbn � CONCRETE STRUCTURE REPAIR ••ftcls,ANi�- o cP.s i= Customer Change Order 1 C.O.# 18 Date: 02/28/2019 Project Name: Hemphill Connector Architect's Project No: Project No: 002119.000 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector Change Order# 18 CPR Description Amount Electrical Design Optimization Credit $0.00 The Original Contract Value was $35,408,258.00 Sum of changes by prior Change Orders ($73,092.00) The Contract Value prior to this Change Order was $35,355,166.00 The Contract Value will be changed by this Change Order in the amount of $0.00 The new Contract Value including this Change Order will be $35,355,166.00 McCarthy Building Companies, Inc. City of Fort Worth BY: BY: Date: 2 /Z'$�(� Date: Printed On: 2/28/2019 2:58:48 PM Page 1 of 1 Change Proposal Request Date:02128/2019 Project Name:Hemphill Connector Architect's Project No.: Project No.002119.000 Cost Issue Ref it:31 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein. This document, when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order. The Owner agrees that McCarthy Building Companies, Inc. will be reimbursed monthly for the cost of this work as completed,whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: Electrical Design Optimization Credit SCOPE: Bean Electrical assisted in helping to reduce Contract Value cost by way of Value Engineering due to their lump sum bid exceeding the originally set GMP budget for the Work Category 3: Electrical and Lighting scope. REFERENCE: McCarthy Trending Log Pricing Details Company Name Description Amount Bean Electrical Inc 30: ELECTRICAL& LIGHTING ($58,226.00) McCarthy Building Companies, Inc. 90: INITIAL MARKUP ($2,038.00) McCarthy Building Companies, Inc. 500: WC.3 SUBCONTRACTOR CREDIT $60,264.00 Net Amount of This Proposed Change $0.00 Net Change in Calendar Days Due To This Proposed Change [] Schedule impact to be evaluated at a later date McCarthy Building Companies, Inc. City of Fort Worth ccept _Accept Do NQt Accept Do Not Accept BY: BY: Date: Z 1Z 1/ 9 Date: Printed On: 2/28/2019 4:35:47 PM Page 1 of 1 I Project: City of Fort Worth Hemphill Street Underpass Location: Fort Worth,Texas Date: February 28,2019 Hemphill Street Under ass GMP2-Change Order 18 GMP2 Line 'Mork DESCRIPTION Unit Change Order Previous New Budget Package Quantity Measur Unit Price GMP2 Total Amount Change Orders Total 10 WC1 Subcontractor Work Category#1 Bridge&Track-McCarthy 1.00 LS $11,814,000 $11,814,000 $202,696 $12,016,696 11 Allowance Potential Bridge&Track Contractor Downtime 100.00 Days $5,432 $543,200 $543,200 12 Contingency Painting of Exterior Railroad Bridge Beams 1.00 LS $27,560 $27,560 ($27,560) $0 20 WC2 Subcontractor Work Category#2 Excavation&Walls-McCarthy 1.00 LS $7,745,000 $7,745,000 $299,660 $8,044,660 21 Subcontractor Artwork Installation-McCarthy 1.00 LS $75,511 $75,511 $75,511 22 Allowance Additional Artwork Support for SublArtist changes 1.00 LS $15,102 $15,102 $15,102 23 Contingency Painting of Concrete and Block Walls with color for 1.00 LS $77,568 $77,568 ($77,568) $0 consistent and anti-graffiti coatings 24 Allowance Potential Walls and Excavation Contractor 50.00 Days $2,517 $125,850 $125,850 Downtime 30 W03 6entiflgeney Work Category#3 Electrical&Lighting 1.00 LS $1,678,000 $1,678,000 ($58,226) $138,471 $1,758,245 40 WC4 Subcontractor Work Category#4 Landscaping-C.Green 1.00 LS $360,167 $360,167 $29,041 $389,208 Scaping,LP 41 Contingency Landscaping of ROW/CMAR Yard 3.00 Ac $17,800 $53,400 $53,400 42 Allowance Owners Landscape Allowance 10% Bid $360,167 $36,017 $36,017 50 WC5 Subcontractor Work Category45 Paving-McCarthy 1.00 LS $1,667,000 $1,667,000 $81,427 $1,748,427 51 Contingency Chesapeake Extended driveway and gate 1.00 LS $46,200 $46,200 ($46,200) $0 reconfiguration 60 CMAR General Conditions-30 Months 1-00 LS $4,023,374 $4,023,374 $19,620 $4,042,994 61 Contingency Sandblasting&painting of the underside of the 1.00 LS $184,555 $184,555 ($126,057) $58,498 IH30 bridge for consistent coloration 62 Allowance Identify&Locate Existing&Abandoned Utilities 1.00 LS $150,000 $150,000 $150,000 63 Allowance Remove,relocate and/or demolish existing utilities 1.00 LS $1,750,000 $1,750,000 ($99,454) $1,650,546 within the right of way 64 Allowance Potential Project delays due to Railroad and/or 1.00 LS $750,000 $750,000 Existm Utilities within the right of wa ($540,834) $209,166 65 Allowance Owners Allowance 1.00 LS $867,727 $867,727 ($27,158) $840,569 Subtotal Cost of Work $31,990,231 $31,758,089 70 Performance&Payment Bonds 0.82% $264,271 $264,271 80 Pollution Insurance Wrap Policy 1.00 LS $41,646 $41,646 $41,646 80 Railroad Protective Insurance 0,35% $112,785 $112,785 80 Builders Risk Insurance 0.22% $72,535 $72,535 80 General Liability&Umbrella Insurance 0.841% $295,300 $295,300 Subtotal Cost of Work+CMAR GC+Insurance $32,776,768 $32,544,626 90 Construction Fee 3.50% $1,147,187 1 ($2,038) ($5,407) $1,139,742 Subtotal Cost of Work+CMAR GC+Insurance+ $33,923,955 $33,684,368 Construction Fee Construction Contingency-Construction Contingency 9 ` 100 has NOT been added for"Allowances"above 5.00/o $29,686,059 $1,484,303 ($167,952) $1,316,351 101 McCarthy Shared Savings from Contingency $274,183 $274,183 500 Subcontractor Credits $60,264 $0 $60,264 Subtotal Cost of Work+CMAR GC+Insurance+ Construction Fee+CMAR&CFW Contingency $35,408,258 $0 $73,092 $35,335,166 Pry'101 3rzM019 1243 PM HemphM Street Connection �l Fort Worth, 'Texas Value Analysis/Trend Log Report Feb-19 Item t/ Date Description Amount Status Action Totals Initiated Approved Pending Rejected 1 08/25/17 Delete BD/UB/BB Brackets ($21,200) Re;ected ($21,200) 2 08/25/17 Change NEh1A 4X Boxes under Bridge to Pa°pled NE1.1A 313 ($9,500) Re,"ecled 3 08j25/17 Change NEM. 4X Boxes under Bridge to Galy.NEM. 3R ($7,000) Approved ($7,000) 4 08/25/17 Pmtider Coating Signal and Street light Poles ($8,000) Approved (1800) 5 08/25/17 Change Stainless Steel Strut to Galvanized Strut ($25,726) Approved ($25,72.6) 6 08/25/17 Change Electric Service Design ULLLng Factory Bull Fedeslals ($I7 b00) Approved ($17,5G0) Project Total Accepted Items $58 226 _ _ (556,226) __ (530,700)_ Pending items _ Re ected Items $30 700 Project Budget Amount $1,678,000 Change in Contract Value $12,971 Previous Cost Estimate Amount $1,803,600 Project Total Accepted Items ($58,226) Projected Total Including Approved items $1,758,245.00 Total Pending Items Preliminary Cost Estimate Amountwl $1,768,245.00 Pending Items Page 1 of i McCARTHY- CMAR .b: H,.Phfll$n,t C-Uon 07128lis CO IS-Efectdc.1 Dmign Opilmizallm Credit Man Hours Unkc.,I. TotalCosts 0...Uly O" "UrWit UMllH, TMOR Labor SupeMslon Muf IEquip sub IL.b., S.P."sl.. Mid Equip Sub=LIn. .1 T.. LS wR ,226 �yl .yL158,226) $ B- SUBTOTAL $ 1$ (53,226 $ J5422611 1 PA 0.00% OF OF S $ OFECIM li S OVERTIMEFACTOR, 10.00% OF S OF$ OFLER V-- $ IASCIMOURDEft. 46.00% OF OF S OFLOR $ MNSUMABLES 10.00% OF OF$ OFMAT $ many $0-69 PERHOUR PERHOUR 0.00 OFLER $ SMALLTOOLS 10.M% OF$ OF$ S OF"A TAX- 5.25% of$ OF$ $ OFMRIFUH. SUBTOTAL I$ $ $ (59,2261$ (58,221 SubcDrdrwWft-nd 0-0000% S $ $ Cost ofRlsk 0."00X $ Builders fil"' 0.29009 Perfomla—A Payment Bands 0.9500% $ - SUBTOTAL Ill (50,2261$ (50,226 CMARF. 3.50, 5.00% $ TOTAL (60,264) VustOmer UrIaliyd veuU, J C.O.#20 Date: 04/15/2019 Project Name: Hemphill Connector Architect's Project No: Project No: 002119.000 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector Change Order# 20 CPR Description ►mount IH-30 Bridge SEJ Gland Replacement $0.00 The Original Contract Value was $35,408,258.00 Sum of changes by prior Change Orders ($73,092.00) The Contract Value prior to this Change Order was $35,335,166.00 The Contract Value will be changed by this Change Order in the amount of $0.00 The new Contract Value including this Change Order will be $35,335,166.00 McCarthy Building Companies, Inc. City of Fort Worth BY: !Lt z BY: Date: `f! 19�/ Date: Printed On: 4/17/2019 2:26:37 PM Page 1 of 1 l�l I[II lya r i vNvow ..,yu.- Date:04/15/2019 Architect's Project No.: Project Name:Hemphill Connector cost issue Ref ti:33 Project No.002119.000 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein.This document,when fully executed, as accepted, shall constitute authorization to proceed with the work described herein. Due to schedule impact,this work may be performed prior to approval of the formal Change Order.The Owner agrees that McCarthy Building Companies, Inc.will be reimbursed monthly for the cost of this work as completed,whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: IH-30 Bridge SEJ Gland Replacement SCOPE: McCarthy proposes to remove and replace the existing SEJ Glands on .IH-30 EB & WB Mainlanes and on the Henderson Exit Ramp to prevent water from leaking through and staining the walls below onto the newly constructed Hemphill Street Connector, REFERENCE: Pricing Details Amount Corn pany Name Description ($10,379.00) McCarthy Building Companies, Inc. 65:A-OWNERS ALLOWANCE ($5g,498.00) McCarthy Building Companies, Inc. 61: C-130 BRIDGE PAINT $68,383.00 McCarthy Building Companies, Inc. 20:WC#2 EXC&WALLS $494.00 McCarthy Building Companies, Inc. 494: CONTRACTORS CNTGNCY Net Amount of This Proposed Change Net Change in Calendar Days Due To This Proposed Change [] Schedule impact to be evaluated at a later date ,McCarthy Building Companies, Inc. City of Fort Worth _Accept Do Not Accept BY: BY: f t p II Date: Date: / Page 1 of 1 Printed On: 4/19/2019 6;29:17 AM Project: city of Fort Worth Hemphill Street Underpass Location: Fort Worth,Texas Date: April 15,2019 Hemphill Street Under ass GMP2-Change Order 20 GMP2 Unit Change Order Previous New Budget Work Line DESCRIPTION Quantity MUnit Unit Price GMP2 Total Amount Change Orders Total Package 1.00 LS $11,814,000 $11,814,000 $202,696 $12,016,69 10 WC1 Subcontractor Work Category#1 Bridge&Track-McCarthy $543,200 il Bid 11 Allowance Potential &Track Contractor Downtime 100.00 Days $5,432 $543,200 12 Contingency Painting of Exterior Railroad Bridge Beams 1.00 LS $27,560 $27,560 ($27,560) $0 $68,383 $336 20 WC2 Subcontractor Work Category#2 Excavation&Walls-McCarthy 1.00 LS $7,745,000 $7,745,000 ,196 $8,$��'S�9 21 Subcontractor Artwork Installation-McCarthy 1.00 LS $75,511 $75,511 $15,102 22 Allowance Additional Artwork Support for Sub/Artist changes 1.00 LS $15,102 $15,102 ) 23 Contingency Painting of Concrete and Black Walls with color for 1.00 LS $77,568 $77,568 ($77,568 $0 consistent and anti-graffiti coatings $125,850 Potential Walls and Excavation Contractor 50.00 Days $2,517 $125,850 24 Allowance Downtime 1.00 LS $1,678,000 $1,678,000 $80,245 $1,758,245 30 WC3 Gentingeney Work Category#3 Electrical&Lighting Work-category $29,041 $389,208 #4 Landscaping-C.Green 1.00 LS $360,167 $360,167 40 WC4 Subcontractor Scaping,LP $53,400 3.00 Ac $17,800 $53,400 $36,017 41 Contingency Landscaping of ROW/CMAR Yard 10 Bid $360,167 $36,017 42 Allowance Owners Landscape Allowance 1.00 LS $1,667,000 $1,667,000 $81,427 $1,748,427 50 WC5 Subcontractor Work Category#5 Paving-McCarthy Chesapeake Extended driveway and gate 1.00 LS $46,200 $46,200 ($19,620) 94 51 Contingency reconfiguration $19,620 $4,042,994 60 CMAR General Conditions-30 Months 1.00 LS $4,023,374 $4,023,374 $0 Sandblasting&painting of the underside of the 1.00 LS $184,555 $184,555 ($58,498) ($126,057) 61 Contingency IH30 bridge for consistent coloration $38,363) $111,637 62 Allowance Identify&Locate Existing&Abandoned Utilities 1.00 LS $150,000 $150,000 ($99 Remove,relocate and/or demolish existing utilities 1.00 LS $1,750,000 $1,750,000 ,454) $1,650,546 63 Allowance within the ri ht of wa Potential Project delays due to Railroad and/or 1.00 LS $750,000 $750,000 ($540,834) $209,166 64 Allowance Existing Utilities within the right of way $830,190 65 Allowance Owners Allowance 1.00 LS $8671727 $867,727 ($10,379) ($27,158) $31,990,231 $31,755,768 Subtotal Cost of Work $264,271 $264,271 70 Performance&Payment Bonds 0.82% $41,646 1.00 LS $41,646 80 Pollution Insurance Wrap Policy 0.35% $112,785$41,646 $112,785 $5 80 Railroad Protective Insurance $72,535 $72,535 80 Builders Risk Insurance 0.22% $295,300 80 General Liability&Umbrella Insurance 0.841% $295,300 $32,776,768 $32,542,305 Subtotal Cost of Work+CMAR GC+Insurance 42 3.50% 90 Construction Fee $1,147,187 ($7,445) $1,139,7 Subtotal Cost of Work+CMAR GC+Insurance+ $33,923,955 $33,682,047 Construction Fee Construction Contingency-Construction Contingency 500% $29,686,059 $1,484,303 $494 ($166,125) $1,318,672 100 has NOT been added for"Allowances"above $274,183 $274,183 101 McCarthy Shared Savings from Contingency $60,264 $60,264 500 Subcontractor Credits Subtotal Cost of Work+CMAR GC+Insurance+ $35,408,258 $0 $73,092 $35,335,166 Construction Fee+CMAR&CFW Contingency Page 1 G i t203 PI.t O W019 mccAmmy[ NAH description: IH-30 Bridge SE,!Gland Replacement-OpUon 2 Backer Rod&Sealant Job: Hemphill Street Cannecticn Data: 03/12H9 _ Total Costs Man Hours Unit Costs US. Line Equip Sub Lahor SupeMsion Mid EquipTotal Duanliry UOM MN/ UMH Total Lasor SUPe tslon $ $ S $Unit MH � MH 66,383 $ - $ $ S 68,383 1 eCarihyBUlldig Companies WC 2 1.00LS _ _5 UBTOTAL $ $ S 68,383 otal FIRS Q00 OF EQM $ S - FUEL,014&PARTS: 50.00% OF$ $ - OF LHR $ $ OVERTIMEFACTOR: 10.00% OF$ $ OF 18R $ $ LABOR BURDEN: 46.00% OF$ $ - CONSUMABLES 10.00% OF$ $ - OF MAT $ SAFETY $0.69 PERHOUR 0 OF LBR $ $ - SMALLT00LS 10.00`% OF$ $ - OFLRR OF MTL/FUEL $ TAX: B.JSX OF$ $ SUBTOTAL $ E E $ S 68,383 $ 68,383 $ $ Subcontractor Bond O.DDOD% $ $ Builders Risk 0.0000% Additional Bond Premium OAOIIO% - Coot of Risk 0.1100036 68,383 $ 68,393 SUBTOTAL S E CMAR Fee 3.SX$ CMAR C—Ungency 6X $ 494 TOTAL 5 68,877 Customer unango vruur C.O.# 12 lake, Date: 04/15/2019 120 Project Name: Hemphill Connector - Self Perform Architect's Project No: Excavation and Walls Project No: 002119.002 To Contractor: McCarthy Building Companies, Inc. The Contract is hereby revised by the following items: Hemphill Connector- Self Perform Excavation and Walls Change Order# 12 Amount CPR Description $68,383.00 I1-1-30 Bridge SEJ Gland Replacement $7,820,511.00 The Original Contract Value was $0.00 Sum of changes by prior Change Orders $7,820,511.00 The Contract Value prior to this Change Order was $68,383.00 The Contract Value will be changed by this Change Order in the amount of $7,$88,894.00 The new Contract Value including this Change Order will be McCarthy Building Company- McCarthy Building Companies, Inc. Dallas BY:JJR,,d� BY: Date: Date: Page 1 of 1 Printed On: 4/17/2619 12:43:25 PM III Date:04/15/2019 Architect's Project No.: Project Name: Hemphill Connector-Self Perform Excavation and Walls Cost Issue Ref It: Project No.002119.002 Attached is an itemized quotation for changes in the Contract sum and/or time on subject Project as described herein.This document,when fully executed, as accepted,shall constitute authorization to proceed with the work described herein. Due to schedule impact, this work may be performed prior to approval of the formal Change Order.The Owner agrees that McCarthy Building Companies, Inc.will be reimbursed monthly for the cost of this work as completed,whether or not the Change Order has been fully executed. DESCRIPTION OF THE PROPOSED CHANGE: IH-30 Bridge SEJ Gland Replacement SCOPE: McCarthy proposes to remove and replace the existing SEJ Glands on IH-30 EB & WB Mainlanes and on the Henderson Exit Ramp to prevent water from m leaking through and staining the walls below onto the newly constructed Hemphill Street Connector. REFERENCE: Pricing Details Amount Poems cri t�_ion 4 967.00 Company Name Sandblasting(S) � ' JH Painting $11,441.00 McCarthy Building Companies, Inc. SEJ REPLACEMENT(L) $42,789.00 McCarthy Building Companies, Inc. SEJ REPLACEMENT(M) $3,772.00 McCarthy Building Companies, Inc. SEJ REPLACEMENT(E) $5,414.00 McCarthy Building Companies, Inc.. INITIAL MARKUP(F) Net Amount of This Proposed Change $68,383.00 Net Change in Calendar Days Due To This Proposed Change [] Schedule impact to be evaluated at a later date McCarthy Building Company-Dallas McCarthy Building Companies, Inc. _Accept Do Not Accept BY: BY: Date: Date: Page 1 of 1 Printed On: 4/19/2019 6:28:31 AM McCARMY WC 2 Descdpe- IIL]0 eddge 60 Gland Repiacement-OpUon2 Recker RadY Sealant lob: Hemphill Street Canneclian Date: o]I12/19 Unit Casts tool costs Nan Hours Sub Line Item Oescdplicn Quanuty UOM MHI Unitsi Total Labor S,,maicn Mtd Equip Ssb Las ar SuperWion $ E SIP $ Total UnIt MN MH $ $ $ S 5 - 5 33. 330 500H. .00 LF _ $ 5,192 5 5 5,192 15.W Burke[ 5 34fi 5 5 _ 5 5 2 $ 2,602 5 5 2,602 �g 473.00 LF a75 1183$5 22 3,642 5 - 5 3.H2 473.00 LF 026 1fi555 22 880 5 _ 5 $ - 880 200 Gays 2O 40.00 5 5 $ 5 402 402 3 9u Pment 3.W Gays 5 134 - 5 - $ 1,164 5 1,1fi4 166 425 5 4�5 7A0 Gaye fil 5 5 _ JIIO Gaya 393 $ 5 393 2.00 Days $ 5 5 - $ q ncto( 3•M5 1.00 EA $ 11,745 31,745 1.00 EA 7,415 5 - 5 5 - 5 J,415 7,415 3.00 0 $ 3,085 5 5 _ 7 3,035 5 3,085 _ 3p85 $ 3,095 5 y30 5 130 100 FA $ fi5 $ 5 3,101 5 1,301 - ccsage 200 EA 92 ore amng ]L00 GaY 91 - 5 5 5 $ 4,60y 5 4,601 essaga 1xA0 Gay 5 5 _ 4,9fiJ 5 4,96J 50.00 Has 4,967 $ 5 $ asters- swg L00 LS - - - - - otaIHRS 32390 SUBTOTAL $ 7,123.60 $ $ 5$22.40 $ 2,38352 $ 40.314.43 $ SSW $ 1,191.76 $ 1,192 FGEl,01l.8 PARTS: SO.I%P.6 Of$ $ 2,33352 OF EQM $ 712 pvalifiations OWRTPAEFACTOR: 1000% OF$ $ 7,1.6o OF ISR $ 71236 5 3,605 'I�udes ene ofRc<r per lane<IOsum ifaddhinnal IABORBURDEN: 46.00'/. OF$ $ 7,835.96 OFIBR $ 3,604 54 5 552.24 otficersarc neededthiswill bean adiUonil cost WNSUMABUS 30.O0 OF$ $ 5,52"0 OF MAT 5 22T56 5 22a '•7 Gaysad-,dnotke,3 nights warty 2 days work. SAFETY o.S. PER HOUR SO OFLBR 5 f,iM.05 $ ],144 SMALLT T". 1.n% OF$ $ 11,01753 OF 1BR $ 196.E 5 y97 TAX: 8.25'h OF$ $ 13,O1J53 OF MTL/fUEt SUBTOTAL $ 11A41 $ $ 7.442 $ ],T12 $ 40,314 $ 61,989 Subcontnaw Bond 0.000OM 5 - BUBdersR4k O.lkI00'.6 $ _ AddRipnel Bmd Pmmium 0.0000% $ Costof Risk 000DO% S .969 UBTOTAL $ 11,g11 $ $ Subcontncter Narkup $ 5.00;6 $ 62,016 Self-perform Madmp 15.00% $ 3,398 TOTAL $ 68,383 BUYERS Quote Date Quote ID ®FW Remittance Address P.O. Box 733729 3/4/2019 1 TTMcCarthy30Re Dallas, TX 75373-3729 Valid Through:4/3/2019 817-535-3939 Fax 817-831-7171 McCarthy Building Companies, Inc. Job Location: Chris Procopio Hemphill & 130 12001 N. Central Expwy, #400 Fort Worth Dallas, TX 75243 Quote Created By: Tony Phone: 214-914-9815 Fax: 972-991-9249 Email: cprocopio@mccarthy.com Item Description Price UOM Qty/Day Days Total Qty. Total 1 1 $2,850.00 Nightly Bid Rental Henderson Exit Ramp closure* $2,850.00 Per Day 1 1 $10,850.00 1 1 Nightly Bid Rental for EB Left 5 Lanes* $10,850.00 Per Day 1 $6,850.00 1 1 Nightly Bid Rental for WB Left 3 Lanes* $6,850.00 Per Day 1 $2,850.00 1 1 Daily Bid Rental for single hwy lane closure* $2,850.00 Per Day 1 $5999 1 Message Board Delivery Fee(includes pick up)* $59.99 Per Each .75 1 1 $59..99 $84 Per Day 1 1 75 Message Board Daily#* 1 $85.00 Off duty cop(if needed)(4 hr minimum)* $ 85.00 Per Each 1 1 Note:The*indicates taxable items. 5 hwy lane closure includes 4 crews (1 crew= 2 men), 5 TMA w/ drivers, signs and barricades. Non engineered plans included in pricing, engineered plans incur additional charge. 3 hwy lane closure includes 3 crews, 3 TMA w/drivers, signs and barricades. Pricing does not include ramp closures, if ramp closures are needed additional costs may be incurred. Included:. 14(Fourteen) days minimum required before job start. Add9 Terms: All invoices are due Net 15. Accepted By: 3/4/2019 Tony Date Signature Date Buyers Barricades, Inc. Print Name Visit Our Website at www.buyersbarricades.com Title Company Page 1 of 1 734 CHALK HILL LANE DESOTO, DALLAS,TEXAS 7511.5 P:972-920-5183 C: 832-577-0756 Jh oainting@hotmail.com k�� 40 SAL DATE: 12 2019 PROPOSAL#: 14195 WORKTO BE PERFORMED: PROPOSAL SUBMITTED TO: CITY: FORTH WORTH NAME: NICCARTHV BUILDING4 LOCATION: HEMPHILL PROJECT: IH-30 SEJ SANDBLASTING PHONE:214-914-9815 ATTENTION' Christopher Procopio EMAIL` CPMWDio@mc�com WORK PERFORIViED ACCORDING TO SPECIFICATIONS BID AMOLINT ITEM $5.25 LF SAND BLAST EXISTING GLAND PROPOSAL SUBMITTED BY: JOHN HOMER DATED: 3 12 2019 Procopio, Christopher From: John Homer <jh.painting@hotmail.com> Sent: Tuesday, March 12, 2019 11:35 AM To: Procopio, Christopher Subject: Re: McCarthy Hemphill - IH-30 SEJ Sand Blasting Attachments: Scan0741.pdf Please see attached quote. Thanks, John Homer JH Painting Desoto,Texas 75115 (0) 972-920-5183 (C) 832-577-0756 From: Procopio, Christopher<CProcopio@mccarthy.com> Sent:Tuesday, March 12, 2019 7:34 AM To:jh.painting@hotmail.com Cc: Cabrera, Eduardo Subject: RE: McCarthy Hemphill - IH-30 SEJ Sand Blasting John, Is this something we can have pricing on by noon? We are looking to get this to the owner today so we can move on this pretty quickly. Thanks, Christopher Procopio Superintendent McCarthy Building Companies, Inc. 650 W. Vickery Blvd I Fort Worth, TX 76104 M 214-914-9815 mccarthy corn LinkedIn I Twitter I Facebook I YouTube From: Procopio, Christopher Sent: Monday, March 11, 2019 8:29 AM To: 'jh.painting@hotmail.com' <jh.painting@hotmail.com> Cc: Cabrera, Eduardo <ECabrera@mccarthy.com> Subject: McCarthy Hemphill- IH-30 SEJ Sand Blasting John, As discussed please see the below summary of the work we are looking to get pricing on. On the IH-30 EB &WB Mainlanes and the WB Henderson Exit Ramp McCarthy is replacing the existing SEJ Glands. McCarthy will remove the existing gland and and installs is removed we e new gland re looking silicone. inno see if JH would be able to sand blast the metal face before McCarthy primes There is roughly 473 LF of SEJs that have two faces to sand blast which means there is 946 LF of sandblasting.The work will be broken out over the following schedule. • Night 1: o WB Henderson Exit Ramp- Full Closure • Night 2: o EB Left 5 Lanes Closed • Night 3: o WB Left 3 Lanes Closed • Day 1: - o EB Right Single Lane Closed • Day 2 o WB Right Single Lane Closed Please let us know if you have any questions. Thanks, Christopher Procopio Superintendent McCarthy Building Companies, Inc. 650 W. Vickery Blvd I Fort Worth, TX 76104 M 214-914-9815 mccarthv.com LinkedIn I Twitter I Facebook I YouTube ** This electronic mail message, including attachments, is intended only lefor the material.on or ny entity to which it is addressed fos r�adi�tr�bution tain no aact ions takeential n in reliance on the contents unauthorized use, review, he inten of this information, is prohibited. Iyou receiv telephone orded nreply e-mail and destroyail in error and are nottall cop ies of recipient, please notify me immediately y the original message. *** CAUTION:This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. 2 order Acknowledgement e quote uruer 000000 �l 2921-00 mo 07/18/18 m MCCARTHY BUILDING COMPANIES Conversion Company z _,-- ACCOUNTSPAYABLE Cust# 12001 N. SUITE CENTRAL EXPRESSWAY 615835 DALLAS,TX 75243 - MCCARTHY BUILDING COMPANIES — s 12001 N.CENTRAL EXPRESSWAY SUITE 400 -- CUST PICK UP Net 30 Days DALLAS,TX 75243 Li FORT WORTH Unit Price Discount Amount Ln Product UPC Quantity Quantity Quapntity. Qty Price UM Multiplier (Net) # And Description Item# Ordered Backordered Shipped UM 00000 1 1 4.5G 200.00 4.5G 0.00 200.00 1 DC/890FT/4.5G 890 FT 4.5G SIL/DC/890FT/4.5G DOW G 890 FT 4.5 G. L 0.00 0.66 2 NOAVSOF/200/LF 1 1 LF 0.66 LFNOMACO SOF ROD 2"L. �00�0)000 NOM/SOF/200/LF NOMAC SOF OD 2' LINER F OT Total 200.66 2 Lines Total Qty Shipped Total 2 Taxes16.56 Invoice Total 217.22 Page 1 of Print Time: 07/18/18 09:04* Customer Copy Procopio, Christopher From: Gene Gordy <Gene.Gordy@ssicm.com> Sent: Tuesday, March 12, 2019 7:27 AM To: Procopio, Christopher Cc: Cabrera, Eduardo Subject: RE: Hemphill Street Connector Material Price Request This pricing on the Dow 890 was issued by mistake.The correct pricing on it is$346.16. From: Procopio, Christopher [mailto:CProcopio@mccarthy.com] Sent: Monday, March 11, 2019 1:43 PM To: Gene Gordy<Gene.Gordy@ssicm.com> Cc: Cabrera, Eduardo <ECabrera@mccarthy.com> Subject: RE: Hemphill Street Connector Material Price Request Gene, Just wanted to follow up on these items. Is the attached pricing still good? Thanks, Christopher Procopio Superintendent McCarthy Building Companies, Inc. 650 W. Vickery Blvd I Fort Worth, TX 76104 M 214-914-9815 mccarthy.com Linkedln I Twitter Facebook I YouTube From: Cabrera, Eduardo<ECabrera mccarthy.com> Sent: Friday, March 08, 2019 3:43 PM To: Procopio, Christopher<CProcopio mccarthy.com> Subject: FW: Hemphill Street Connector Material Price Request From: Cabrera, Eduardo Sent:Thursday, March 07, 2019 2:25 PM To: 'gene.gordy@ssicm.com' <gene gordy(cDssicm.com> Subject: Hemphill Street Connector Material Price Request Good afternoon Gene, I was wondering if you could shoot me over a quote for some material. Its going to be the same items as the one that I was sent last time (attached). I mainly wanted to see if there was any type of escalation from last time we purchased. We are going to be looking for about 50OFT of backer rod and about 8 buckets of the Corning 890 listed. Thanks, Eduardo Cabrera i GS1 Highway Products, f% 2861 South Beltline Road Dallas Texas 75253 �— Phone: 972 619-6686 CI Q G��V1,r1 Lr P Gib 0 D U i; Fax: (972)225-6662 Qj NI to N o° 20776 SBE Vendor number 11092 Wednesday,March 6,2019 Page 1 of 2 Attention; Estimator-Dallas McCarthy Building Co. 12001 N Central Expressway Suite 400 Dallas,TX 75243 TERMS: Net 30 Phone: 972-991-5500 FOB: GSI YARD Fax: 972-991-9249 March 06,2019 Chris Procopio Hemphill Extended Bid Item Quantity Price Description Line:1 500.00 LF 28.25 Silicoflex Expansion Joint System $14,125.00 SEJ-SF400-KIT 00001 Line:3 10.00 EA 31.35 Silicoflex Adhesive 29oz.Tubes $313.50 SEJ-SF100 ADHESIVE 00001 20 tubes per 100 LF (10 tubes per box) Line:4 10.00 EA 23.36 SF400 Sealed Expansion Joint Upturn $233.60 SF400 SEJ-UP REV1 Salesperson: Caldwell,Valerie Quote Total. $14,672.10 Prices are Valid Until Friday,April 5,2019 G51 Highway Products 2861 South Beltline Road Dallas Texas 75253 — CTS Phone: 972 619-6686 _i',J(="V`1 A—,\1� L >,D� f Fax: (972)225-6662 Quote 20776 SBE Vendor number 11092 Wednesday,March 6,2019 Page 2 of 2 *This offer stipulates that delivery may be made in ONE SHIPMENT,any additional shipment changes or events will result in additional freight and handling charges per event and is governed by the terms and conditions below. 1. Unless noted otherwise,prices quoted are FOB as per above and do not include state or local sales or use taxes should any apply. 2. All material is estimated as being built in the most efficient manner for GSI;should contractor require the project to be built on a per structure basis a change order will apply. 3. GSI will store material up to the agreed upon ship date,any storage beyond that date will incur storage fees. 4. GSI reserves the right to request progress payments for material purchases.Contractor's P.O. must specifically allow progress payments.GSI's normal terms,stated below,will apply. 5. If drawings and/or material take-offs are to be submitted,no work shall commence on fabrication until full approval has been received.Submittals must be returned within 45 days of submission to maintain pricing for project.Any changes from original plans and specifications will consider the project canceled unless a proper change order has been executed. 6. Terms are as listed above,with a 1 1/2%per month late charge for accounts past the listed term.Terms apply to partial shipments and progress payments.Payments are to be made at 720 West Wintergreen Rd, Hutchins Texas 75141.Customers with established credit terms with GSI may opt to pay with a credit card,however,1-1/2%interest will be calculated from the date of shipment. 7. Freight is an Estimate Only-given our best efforts and may change. Freight charges will be at our cost+15%handling fee. Subject to change at time of Shipment. 8. A restocking Fee of 25%will be charged for any material returned in the same condition as sold,after material staging or booking. 9. Due to the volatility of the materials and steel markets,all GSI project prices in this proposal are firm for acceptance within 30 days of quotation date. 10. Should the base material and or steel cost increase by more than 2%between the time of quote,and the time of shipment,then the difference in excess of 2%will be evidenced and charged directly to the client.. 11. No addenda are acknowledged unless otherwise noted. 12. On orders of$150,000 or more in value,GSI progress payments shall be required: 25% invoiced at time of purchase order,25%invoiced at time of approvals or material being ordered,the remaining 50%invoiced at time of shipment. SPECIAL NOTES: Subject to material availability. SBE Vendor number 11092 Accepted By: Company: Requested Delivery Date: Wv�w.egiltpnivnhvntcKedfn Al POWs-00(ffl In UsS May�8,2tti$ gontal Rafe 000 ow) tIf(toraoll"4110 XPf0.6.WJp'(disp,2000) ' pbrle6Ju�toterysnroY�Alr�lnmpfaaeol� _�_� .• ✓li+��g`'}� •,�,,:.. lilt 1*71 wosght: F: �antii��i'�tfon for�is�itt�WJf3(citac.�Q09� .. tl�asot "griepower do Powerf►tode d86 atifU,rillt Agft d NGOW0.0 F'81 3RG A1taaPN8lyRaUr�i1 6(ue book R409 FHft RON is bquel Id the i)tonil1ly bWnsishlp(:oat 010l ¢by 06 p(us�{ie hotUly oellmul�r3 apeTatln�coal,�itIM41¢tt FtfWA Hate:" AtynerahrRb"ta pparaHiftLCpl#i Day- Ftbifily f{Qurly H*Vrly Monlhty •Weekly+ y #it;.7� AUbifah9tt dato9 $pg�, S2aA.b9 ti93.Ue $>),40 Ad/iletnlarits 2e.sn t$,dd3) {�O,b�l Re81on(Texei:164ON tAadel Yd)r {�u0th:'IbG�I _ l?WAolahlF Hdudy o�pjrutdp'C'uat(t00`A) Yntolt 4E03,'7'1 $224,�0 ;�8,$7 g8.b8 ;1i.$E 19.+:2 Hourly �pn�AptiyR 1160 MOB VAU Slondby raja iti1.9T Idlingttatn - €ote1219tna.tAttaoatlgfi pyrd¢'nf�pe Vilu4 klentorit 2�yb 5219.00lmd RApfactalid>s(ownersh!p) EeS� �§i)0,7ojmo. bVprhAul(a�'t>tori�p� ,1,� '�3t3,BG1At¢ ciFa(gwne�aldp) a,� �63;�Ul/it,Q tndlr,�c1(aNAaJbhfP) �.� {;7d01hr• Fun#(gp-otllfng)6-Z¢T• {teyi@ ti1o;ist Flalf 28ia. 7)t430 ate Ih4 1110st eCCgrAta raidatf9Ithe sotected RoS&do 6A(6).HowavaY,dut+to►ilore Croquegtont�ce 9Pdal�s,lhea�#atesmay le0f n]AIv1) Fiontel Bete 8[da FICA Pdnt,Vlblt thecbg-R4ao'very PlpJ;lo4dUlda an nt1'r Harp Rage flir ca tgt4nn�ltQn. 7fCe equlpmQntTep�aep d fn Ilil4 t'4AOfL flag ll6an ex.I04 d#yplepargd{orf3UES �[, CHUI x '(tscltulzo�aioc�tlhy,8om� htniatedAl hgrefn ObO 26 0 Penton Alf eghts taaefy" C, Equi m enfflaLc h- www.equipmentwatch.com All prices shown in US$ March 7,2019 AED Green Book@ Doosan L8WKUB-60HZ Portable Light Towers Size Class: 8 KW&Over Model Image Weight: N/A Configuration for L8WKUB-60HZ AED Rental Rates These rental rates reflect an average for equipment of this type and size.Rates shown for specific brands or models are provided for convenience only.Rates charged by rental companies for specific brands or models will vary depending on many factors Monthly Weekly Daily $1,100.00 $349.00 $139.00 Published Rates Adjustments ($39.60) ($12.56) ($5.00 Region(Texas:96%) User Defined - - Rental Rates(100%) $1,060.40 $336.44 $134.00 Total: Date Last Updated:Oct 01,2018 The equipment represented in this report has been exclusively prepared for BART EBERLE(beberie@mccarthy.com) All material herein©2003-2019 Penton All rights reserved. EquipmentWatch- vnriv.equipm¢n Watch.com All prices shown in US$ August 13,2018 Rental Rate Blue BOOkO Genie S45 I,C,Self Propelled Telescopic 136om Aerial Lifts i {C}j y.^ Size Glass: , 41.50 it Weight: 14.79D Ibs. 'Configuration for 5.45 Power 2WO wi0sciil Axle Poum platform Capacity Gasoline/LPG Drive d5 it Mode Maximum Platform Height 82 Horsepower Blue Book Rates ' FHWA Rate Is equal to the monthly ownership cast divided by 176 plus the hourly estimaled operating cOSt Estimated FHWA Rate" Ownership costs Operating Costs Daily Hourly Hourly Hourly Monthly Weekly $9.35 $30.80 Published Rates $ 3 785.00 $1,060.00 $265.00 $40.00 Adjustments Region(Texas: 89.4%) (S112.36) (528.09) (�24) Model Year (2018:100%) _ _ - Adjusted Hourly - Ownership Cost(100%) Hourly operating Cost(100%) 35.7t? Total: 59.35 $29,58 $3,3t33.79 $947.64 5236.91 $ Hourly Non-Active Use Rates $9.23 Standby Rate $19.23 Idling Rate Rate Element Allocation Value Percentage $1,438.3D1 Element 38 mo Depreciation(ownership) 521/4 $1,068.201mo Overhaul(ownership) 4% $151.401mo CFC(ownmNp) 6% $227.10/mo lndirect(ownership) Fuel cost data is not evailahte for these rates. Revised Date:2nd Half 2018 These are the most accurate rater the Cost selected ery vision Date uidse onaour Help page y,,ever.due to More more Information.updates,these rates may not match Rental Bale Bkre Book Print. The equipment represented in this report has been exciusively prepared for BART E=BERLE(bebede@rnrcarthY•C°m) All material herein 0 2003-2018 Penton All rights reserved. EquipmentWatch,,. www.equipmentwatch.com All prices shown in US$ March 7,2019 Rental Rate Blue Book@ Volvo L90E(disc.2007) 4-Wd Articulated Wheel Loaders - Size Class: - 150-174HIP _ Weight: 33,810 lbs. L Configuration for L90E(disc.2007) Power Mode Diesel Net Horsepower 165 hp Operator Protection EROPS Bucket Capacity-Heaped 3.4 cu yd Blue Book Rates **FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost. Ownership Costs Estimated FHWA Rate" Operating Costs Monthly WeeklyDaily Hourly Hourly Hourly Published Rates $4,125.00 $1,155.00 $290.00 $44.00 $32.30 $55.74 Adjustments Region(Texas: 88.9%) ($457.88) ($128.21) ($32.19) ($4.88) Model Year - (2007: 100%) Adjusted Hourly Ownership Cost(100%) _ Hourly Operating Cost(100%) $257.81 $39.12 $32.30 $53.14 Total: $3,667.12 $1,026.79 Hourly Non-Active Use Rates $12.92 Standby Rate $38.11 Idling Rate Rate Element Allocation Percentage Value Element Depreciation(ownership) 3$% $1,567.50/mo Overhaul(ownership) $495.00/mo CFC(ownership) 12% 10% $412.50/mo Indirect(ownership) $17.27/hr Fuel(operating)@ 3.27 53% Revised Date: 1 st Half 2019 These are the most accurate rates for the selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BART EBERLE(beberie@mccarthy.com) All material herein©2003-2019 Penton All rights reserved. ` EquipmentWatch.. www.equipm entwatch.com All prices shown in LISS August 8,2018 Dental Rafe Blue Book@ Ford F-250 On-Highway Light Duty Trucks Size Class: 300 HP 8:Over Weight: NIA Configuration for F-250 Horsepower 137 hp Power Mode Gasoline Cab Type Crew Axle Configuration 4 X 2 Ton Rating 3/4 Blue Book Rates "FHWA Rate is equal to the monthly ownership cost divided by 176 plus the hourly estimated operating cost.Estimated FHWA Rate"" Ownership Costs Operating Costs Monthly Weekly Daily Hourly Hourly Hourly $15.33 Published Rates $965.00 $270.00 $68.00 $10.00 S9.85 Adjustments Region(Texas: 91.4%) ($82.99) ((S5.292) ($1.49) ($0•�) ($S•85) ($0.86) Model Year ($21.17) (55. (2014:97.6%) Adjusted Hourly - Ownership Cost(100%) Hourly Operating Cost(100%) $9.85 $14.74 Total: $860.84 $240.86 $60.66 $8.92 Hourly Non-Active Use Rates $3.62 Standby Rate $11.55 Idling Rate Rate Element Allocation Percentage Value Element 57% S550.05/mo Depreciation(ownership) 28% S270.20/mo Overhaul(ownership) 5% $48.25/mo CFC(ownership) 10,E $96.50/mo Indirect(ownership) 68% S6.66/hr Fuel(operating)@ 2.56 Revised Date:2nd Half 2018 These are the most accurate rates forthe selected Revision Date(s).However,due to more frequent online updates,these rates may not match Rental Rate Blue Book Print.Visit the Cost Recovery Product Guide on our Help page for more information. The equipment represented in this report has been exclusively prepared for BART EBERLE(beberle@mccarthy.com) All material herein @ 2003-2018 Penton All rights reserved. Locations SEVP (LF) IH-30 EEC Mainlines 197 WB Exit Ramp over Hemphill R d. 92 Tom! 1 y� i t� .0- AL EB W/N EB W/S x EB E/S EB E/N 1 L._ N �OZ WB E/S WB E/N I i = k -. Apw 1 4�, ¢ I y�-z o- WB W/N WB W/S J a i t. a tN <- ..�s�_.__ - �"-�+r:, _ ,�J ��-r�� ','---t_-'•._P _••----:�--Y yam,--r rson Exit Ramp Night 1 Phase �1NB,IH 3 t f Phas IH-30 Night 3 Phdse 2 EB - �— i n �� li �. r r r y r - -- _---- -- EB IH-301� 151Fd'pYEPALI BOFd' V.IA a 12.00'°{B.N' 12.00 2.00' 5 0 12FJ'=EC.CO' 0.00 LCO'-0.00' 4 p HI RpaOVaY SiL[R - 2 Rp-0VPY s01 P:IL - EHLRL IT f W CD 2- iEST H0.E BT0.2]6H2.19 m •OFEII YFAIES •I. ,(PCHFHILL-LrAY CA COIYL \ �JOIIIT Vc STA.235r2].9{ STP.9r116)ZZJ � -- .69' T. �� p ` 12']I'p5' i PPGFILE GP.+OE AFPPD;DN M19` 10'll'I2'�'� \ 20.ro' Y/1 � EiD BPID6E TYPE ly pRE5T0.EC+S.EtLi. ST0.2OErJL02 1 scn4•9�0 2 wB Pi SLA ♦e. t-501 I,-ITYPJ z3sloo - a z3)1op (IH.+]ASFJ Irzz•E 2]ewp TYPICAL SECTION BCALE.1'=2p'-D' N.00. PT STA.237r R-26 �(PiH1•1 ° tP �'4. � iIMXILL-LWVD/TPYL[A Cael IN]0[LPYE a9TA' 4.5E1 ISM DATA BEOit,BPI APFPOfQi 5LP9 PIPI 5 PI STa251r41F{ 6Ta 215 rSi. ])'2)'Bd' ` 9 C O4'16'19 l i 3921p).2) ELEV.6'U.O➢ J\J\ g` U;J921159] E,2d5150t.1) -1.Cil"/. •259% U Qp 1'BEJ .2J51219.10 C 6ris'� C=42'J6'IY Lt. MPPOiLH 4TD J 'Bd2 'Y� 0=T T.590.]I• . - =2214B 221:6' L=II45.9a' VP.1.ST0.2]]r)2.N .._ L� 'e�G A=5)2.9b" ELEY.•616.6) 6\ -5 Fa °IO e=6.5275 o TEST HLL 1 .I J- 9 \f SWFFELEVPIIWI ifWfilTIDl1 IH OJ 0•F 20.00' V.0.-EEL-1 TPH5IT ICVI STa 211r0.1 ITYPE 31 51p.G]pTrEO.i Z6s0 P E., Cfi055 SLUE-0.-45'/' i EJA TRHSIT IUi STa 24J•25 El D SLOPE w.0 p,3 FLI P EB.-B6EGIN[nOS IT6GLF0ST E a0 215'/5 ITYPE IIICPOSS PLAN y• 16��PH E+a Tu�tnui�ra n9.50 EID c50ss sLcr5-aprr ScaE.1'•20'-0' + P�NIUAE E UI D VPLLS . A. C•m 1 {t>.F2 c. I➢tLG! . - .f .1G L ,M f• �L ail BEB 6E61H 100E 116.5)' EStP.[ c.0EH1 HI 5,23�1.2 5TP.233 54.45 E V.E21.0 660 p+SA]G •ct�J2 5g V•/2 PE4'—flu,:.:. F PaytEl T LLt.51 i I «.;� � ➢ fi!Z N 6U•t , BEO Ii BAIpGE MIL 6 t0 L i��B 01 MB e C BIOE: 114.E➢' E III 6A1 AWL B CTB f/ E L•�➢ 6AIULE LPYfAIT fOA PAYHEIR O.T.SILO 6(I EI BPIGf£ARIL �� OESILII_PEE-•Ei PFH EGIN BA E Mil LFJG OF 5 I MIL .BIDE)• 46.14' F PAYFEH IAT.51 I fig ,�L+ t A Ff q.3�l +gD3• TE T HOLE LEGE! IrN-11 LOa0-h. 640 ftlt PAY HT piT.IOET =_ tLAY T-5 1 AWL E% T-OAC1l _ .-__.__- 5:£3 620 ( ;fHR1-L / -IB•P 0..z IS' TOP SOIL GIiLPEI T L n AETP t1UD V' 6/6' ILLEA i - FASC IFUI 1 ALL a9 _ ie i y 5B0 ' %tp; AS TEOUI"-TO —T. ATE EPH OP VIpE Ir66IG I—— + + . v -ate p o Eo e n TEST MLE ID.IH]➢-/0 TEST I EfO.i 3i-409 • =LOPE i giA1N-'EEPSTOf _EVER -- e T Ail`I[F II EI. n� o 540 Z OEPARiI£t1T GTE%A5 TPai15P0ATPT 10H n V e i - 'LAYOUT imr IH S6V�F 30 OVER 523 i�i HEIJPHILL-LALfAR/TA�9 LDR CDH14 OPILLE- T5 SMLL a F--- STA.23515 PS SYD4P1 CP ME,.PS IECESSMY LIP4'Y�:'' 4.1i TU STA.23E+T1.02 .TO—OV FDA FUT R E%CAY,ITICYI 500 1.,EOIXT,I-i UH T LOW"WILL 6� 95/ it +Utgs u I35W-51 _ _ BE F—ITIEa - ELEV TION 23— " 3)e 216wp 5[ALEr 1'=20'-0' 23Twp 215w0 SUMMARY OF ESTIMATED QUANTITIES EASTBOUND LANES SEALED _ FAWRESSEO CCYKRElE RAILING Eo.,5lw Ep0%Y [LASS'C' REIIIfOACFD C..EEYE DACE (TYPE JOIIR TERAOR fIG ITEM DRILLED SWFIS c.CPETE COISLABIE BEILS TAFAIJEIIi T501), II.1 ABDT1fllT I LFI VI BY LF LF DESCRIPTION LF tF IF r 40.0 I O JO $21 124.1 975 106.1 191 2-AB AI]LL6NT5 909J IiDI.bJ PPESTP.[OkC.ELL SPAN TOTAL JO /25 124.0 909J 1101.6J 915 116.1 19T I10 _ WESTBOUND LANES PPESTPES SED SEALED C"-ETE CIXICRETE lco-ETE WILING EZPA11I_ TRAFFIC ITEM DRILLED CLASS'C' RE 116CACED BEAYS MACE ml, J01 IIT BIPRIER. '1EFT110CFPG SWf TS CIXKAETE CONL4E0TE BE' II IB E.ATDENT T5015 11•I fIYPE II A6—EIIT SF IF LF LF SY DESCRIPTION LF cY 164 792 101.1 IBO 114.6 I01 116.5 2-AEU11flIi5 /]16 1016.i5 -115.5J'PPESTP.LOI:C.811.SPIM /316 10]6.15 B60 111.E 111 116.5 I61 - TOTAL i92 104.4 BEARING SEAT ELEVATIONS ' EAST"M LAYS BEAL I REAL T BEAD J fiEAY 4 BEAD 5 BEAM 6 E. 1 BEAL / BEW 9 BEAD 10 - 615.194 .14.919 614.653 "A BMR I If001 fi11.311 611.019 616.T00 61fi.]IS 616.OT6 615. 615.460 BENT 2 IBIS 61/.674 610.613 61/.10i 61/.Ili fi1T.911 611.T91 61 T.61T fit i.15] 61 T.]0] 611.160 ,BBj ,D LAIIES BENT I IF-' 620.1i9 fi19./29 19.41i 619.153 618.126 618.501 611.I99 61i.610 61 T.900 B DiT 2(B65 6-i25 620.4T1 :ED.229 620.001 619.i16 619.SBI 619.39/ fi 19.226 119.O70 HS 20 LOADING lot TBJD$�lfOXJt C(T/OnsFlof7m Ec'M DHa1.rI I314Y S.1/lo'I ESTIMATED QUANTITIES AND - BEARING SEAT ELEVATIONS HEMPHILL-LAMAR/TAYLOR CONNECTOR DEB & WB LANES) o-EJU a11 r•iA _ 2 ISSW-SIB) 3]9 O 11 11.11 'IS Lora BI-isllottl 4 IS Bors ClnstTopl a 12'Yat.Spa. - 2•_y. 0 11 E9.5Pa•'45 ear+BI—(e ttl L 15 Bars Cl.-w(Topl•12'YOx W- 2�• A E0 Sp0 6• m IS EQ.Spa-•I6 Sara ABI-ISIBott)L IS ears ACI-111TOp)L 12•Y .Spa. ®43 EO.STO'41 W.AS--IWI"L 11 Bva ABw-w liopl•12'Yoz.Spo. 116.236'At0 - FI.16 14.597' 54.159, ee)M µliopl S1 E.S.-55 epr6 B L SS B0'+C e 12'ITax.Spa. 2 m 31'27'06' ® ® 51 E.S.-Sa Bara AS L Sa Bwa AC a 12•Lba.SpO. - µ(Top 6' f' 6• 6' 71'16.19' L Botti 6' 6' 6• 6' f Sam•1 f I'Open At. c ♦\ it liapl 0>IBottl ____ __-_....... _ _._._.J._._ k[w l�ioP> H ..............- - _._._-_._._. _ ---.-._._._._._._._._._._._-_._._._._._._._._._ 4 L ACwli I \ .. _-..-.-. _ ...-......__ \ ABw ........................_...... .- ': Ieu L ACw _ _ _ ... .._. ._ ':��-•-----•-- DETAIL •A' See OETAIL'.A•` `}� ABII LACY LAAC,I •-•- ----- 1 exv1.• ..._._._..._:::�....--..--._. .........._ �♦ na LeY Lens . Ix.4•i L :•;�:••-- rarelulD be T:Onst. : f 6.E.J. \•- ALI Joint.mi.. •` ABCs IBotn. M1 \\t L AC, _ __ _ '""` FiW D10 L AC>w(Top] c ._• L CI ............................._.:.-:-.:.-.:.- - ... L Dsl ro L CC.IT.p..... o SPAR•1L'icn - _ End 010rrm .`.:.v .................................. ----- _.........:..: aw. . -.___ _._-_._._._. -.._..._,...,..--._.-...-- B. .--..--•'� Boit „c L DSI-Tro. ♦._-':-'-' .-....._.......... ....................._...-.-..-.-.... elitLA�� e \,1 -- W FialO :_-:::- '.:-:-: :::-.:-:--�-_.: :'_::::_-:':::':.-:.•-.-_• _....ABC WWI,L AC(Top) A91eOtt)L AC(TOp) L ACC Aels LACY •. _ - E 5 2 Y. .': Lecn —aleorn L ClTop/ emott/L CtTOpI __-_.......... ....._--.--..........-..._--....-s.-.� '-- --_---------..-.=..:.c-__-.c.- -- -:.:....r...- c. :--:------ �.•....... DETAIL '8' - --__-.........._...... Aelli i Aalx o :. ` o o ..,. '' og 0a --- EI � t _ 1A 2 7 11 Tlll"W, Ow IBottl f Sam•IO 6- '6- 6' li' r.T. ~ It.OETAIL•e' _ g 6• 6', 6- 6' ' - I m ® HS 20 LOADING SHEET I OF 2 t o _ 52.611' 12.310' 11.219• ea.ecl•Ara zl.zex• Texas Demr7nwJi of TrauF�ollm _ 106.113' DWp+T)'Arkn l&Ake 5•YAN PLAN 111. 19 PRESTRESSED CONCRETE.BEAM SPAN fa �' IH 30 OVER 012 E.Spo.•13 W.eons morn L u W.nl•n-I(T)a a'llm>spo. ;' '; HEMPHI LL-LAMAR/TAYLOR CONN. sap.-]9 Sara ea-m morn L 39 Sara CY-IY nap)•12 llmv.Spa. (EASTBOUND LANES) !D 13 Ea•5po.•Nears Aea-Y leoIt L 4 Sara ACanl liapl•12•Ilea.spa. i-R�n ? ®]]EW 50•.•3+pOra Ann.",lBoti)L Je Bare ACl]-ni li•pl•12'Yax.Spa. �e Mi l9)1 .-]Y •'FJ) .•YG s-IY - .. f/Z//95 m� .3'C I33W.3•� leg i 2•-la v ' - 2 S Eq.SW. 6• .. a) T Eq.5a ai Bo aeBa fs Bottl L LT Burs LCr�lTOP124 Wx.Sm: m L6 Eq.SPo-• Be 12 nt B L E45D°••9 Ba-•ABi-flBott)4 9 flora}CI-•lice)L •W125Go ;5De. Mlropl !>).5 Eq-5po.•� Lam•A4.afa laetn L a6 4a'a AC.—ITepl 1 AATT 111.602'}ra op - � 51.157'� 1 Bofil 1.416" 50.027' S7 E.S.•5! B L 54 BDra L 0 12•'NN S52P.- 2 0 54 E. 57 Bars—AB 4 rs 57 Ba AC•12' W.SOa. - BA IBott) ® i• 6• 6 6• i L Csf tim/ 6• 6, 6• 6' - C Bem•I t - - ABff lB IT ry 4 AC.liml o _ TI IT.' .._................ .............. ♦ Top) -ems=: •`:; ExL qr.afr. DETA —L ALs. - - _ E J _ ♦ Ba L Css ..—.....-- _ _. -- _ ..--.................................._. _ Di(T.11 •A• �' S..DETAIL :::-:......: -. ... ;:v'•'•,-:• _ ABMs(Batt) M1 '`'`♦t B L cf 9B ♦ ' \\♦t f L CL . - 4 lCl:,.lWll lrm _._._._. Gau Of ADOY. ._._. ....................._. i.. J •. .... ..._................. ABA a._._._._._. ......-- _ i lCff ♦:'. 0 0 '�•` LAAc SPAN•I _._— - = 4 OSI-TYD L Betti .....:..,.,\ �Dnic rql ._._.-..... .......—.............._ .......-.._._................... . . . : .:- a x. : Mrtov . a >-........._._. ._.--- -.... .-------'-- _- \':,; Bs Penlasl0b 13P6 -Letu _ _ .olnt.NlOspm _ '� ` ..................... ........-_pTMx 1 Acf. A a. _ 1 D .............. •� AB IBolt1 LAC ITODI ABI i 4C topl A -- _ --..__ L �1 ..... - _ Sez•s•s• A. wwo Lc", BSeatn Lcrtavl _ _ Via:•C _ DETA_IL�_B• o - 814 ` ........_.._-_. - - . o -.. a 3 DETAIL — ..._.--••--------------- -- - _ (1•(lp¢n JDlnt ee 'B• ________........___ ♦ iff fTaal OA IBattl 'C-Beaa•9 6 I6fi. 60. 16• I... S . LO•II.12• EDm _ m zf.sol• 116.165jKc _ HS 20 LOAOIHO SHEET IOG2 0zpirtawi or Trompwattdn. . PLAN DA!�Imrtalxe-iaofseew.� . 115.53; PRESTRESSED' - p 7 Eq.spa.•a D—BA-A(Batn 4 4 W.c!s-ff(rcp).Iz•wa.svq• CONCRETE BEAM SPAN ®sD Eq.5-•51 Bora BA-nf IBcttl L 51 Bora cL.-w Irov1 4 Iz•Ina.sva. ti, I H 30-OVER - (D B Eq.Spa.•5 Bars l8f6M iftttl 6 S Barn ACSL-fis lT"1 4 Ix'llDa.�a.Spa. wr. ®L5 Eq•SW•50 w ABA.-ttnM i 50 sw.Aca-m I1-1.12. j. HEMPH I LL-LAMAR/TAYLOR CONNr �e:a? (WESTBOUND LANES) +✓✓. .+>a�t INI a —Al r-I6f6a r-1[a � .Ss''✓a 155W5t^v.)u 6Ap_ zaswD �• J 36.ED'DYCRALL 6lC'�mp'� rL IH 33 23-0 \ 00 Ce'�+yy`` \ `� YclilEs '/ PFPfipACH S1i97 ,1 C J J2 f�!S PFOFILE GRaCE / .Y.4 � \ TYPE IY FFESTP.CIXIC.¢et5. Y.L`O£X f apPRp:LX T HI RAIL $R s.i.1 •Lae TYPICAL SECTION -- ---- 41'02'16• COIRRIX.LIM1_ Ell"1'•10'•0• tia. RMP Y-H 6 AL "tea b 1 5— f:L-11 H83'93'54'V 6a H T D RP L]i ¢6.6H.•5 4 PAHP Y-H CL9i c oAin --- TEST I—f n ue 2D CD' 1E[DTFIaH1I LL[YBiYNE tpiAA/TTP nYLOR PEVTAPILNLI I 6 5E LafV..fi 2].91 \ H.0.40] PI •B TJA9.5'93160Y9"'95 0.3' 5 StA2 22.15 FC STA. 7.75'LT. 45l 3 ..STpaT J UF 15.0 PI STA. 6tA. STa 5DI G14iLo ELEY.=62]•16 H•3925603p =fL It?EH]L-LaISLI/ L=107 Y L TAttpR Cp101 FUTIIFE TPI 1✓r ALLS R= -4] .654.Bo' E=225173— 6EGIl1 PROi ILE PAI'P V-H n :39'S8'24'PI St0.'6.0924.LtEVy620.1] Bia 10.69.03 -\ p �� Q T a _F t9 'Op•fefl-a..0 IEI�Z =4.50' =C W 3a 41&23oa16.03 Ita9.93'LT.1 PC sra to—A4 6 o:IP0Y6o•' L -+' i- ?3; - PLANs:F. SCPLE.I 5'-0' 66e -Io eR1p E 6BB6] as � BELIeI fi IDLE 119.94'AESTP.0 C.BERH 5PT11 510.]a 47 3 _ BTn.6•E.0] -LEY.E2 4 a - ELEv.62 Alm 21 yi,r5 0F1 HAIL IEH LCCAi1011 E6B BEGIII RIDGE IL L GTH6 5p1 MIL p.T.Sf I=121.6 WPA IIT 1LT.S BE) L SS FCH P ttEHi L.6 Ri.S 5 EJ9 fR DC{W' EAI.S LAYWT L TH R' Sp1 RPIL G1t.510 1=I3R.T' DR PP—IT M SIDEI - �Sj�_p�j�LOADVGI?M 5i0 L501 RN " F E ua�s 620 FxT .[flCWJ7 1•Id'd £ d I Fly PET IIIIL Y' DRILLED T 0/4i, G%If _ � E00 PILLED i FaSC IEDI YKL fA T. 3�>,N dY ^ aLl i9U, ITYP. 9-42'a 0.9. 3-' _ ,E�•� 7 c d-42'Y D.S. 35• /ry�(d-] i...urr_n...na-•awn '^ ii1011- yygiT ipR T IT FOLE IaJ.IH a pil EO SWF S SHJ.L BE i -D iLGUI 4 E: S CR EPER IECES`_ - TE%a c 540 LEtIGTH LL AVPT n5 RE tnEO i0 ROYIDE DEPART6fcN R N i OF TSPORTAT1011 o Y 110 EWCTI III 6WF _ S�NIIL TR+1 TO F 5'c0 6E BE ITTE ELaE 0 pRPlll SEE ST LAYOUT i A3Vl:N N.B. EHEETS ER LDCA lal pF I a.Ei. - RAMP M-H OVER t n•Shc A=nv.S HEPIPHILL-LAMAR/TAYLOR CORN. C+sdL¢((Z ME 7.5 3.4p STA. 5-27.63 TO STT. 6452.68 s20 F.�O� 13SW-5(1111' N'-3'd3 E EVATI N awo 'Apt T+UO 5[ALE�1'=N'-0' 0a� 6+OB 5a00 SUMMARY OF ESTIMATED QUANTITIES PPESTRESSEO SEALED CEITI ETE C,g;ElE O . E�PtN51CN II EPDXY [Lx55•C' REIIEOFEEO SURFI.tB TTPE NT rytaTERPrO(- ITEN DRILLED 5HAFT5 [—RETE E SLdE E (TTlHI TRESTNENT IT5011 1 ul T LFIT 5Y LF ILF, ST DESCRIPTION ILF iir xwTT sF 29 r 15 595 I2.3 SPAN c01.cT 2-ABAIIILENT RE - -119.9i'PfiTe CgiC W —9 3 15 595 B2.] ♦rtN5' LOl.67 TOTAL I� me:G-•1.,t[k 6e�R•t"""«-/ BEARING SEAT ELEVATIONS BENI I BE- 2 BE.' 3 eEI-4 i eEAu 5 BENT I IFIDI 621.3ED 621.646 621.915 622.206 622.511 BENT 2 IBI(I 620.05T 620.311 620.564 BMW 621.065 Al. HS 20 LOADING Texas 0*011rtrn!d Trons(.a-Tallm oi4 M(9a+tGl:.v SxftY ESTIMATED QUANTITIES AND BEARING SEAT ELEVATIONS w ,nor RAMP W-H OVER HEMFHILL-LAMAR/TAYLOR CONN L4?�II ISS I6 b _ $zs spa.-26 BDrs ABas'x l8 trl L 26 Mrs ACvszlTopl L 12•Iw-1— TABLE OFOUAN I T 1 ESTIMATED ♦25 Spo.•26 pore Blom tMttl L 26 sr Cw,ITDDI p 12'Lwz,Spo• Brr tb. Slza Laq+n •elaht 4 2.Spa.•29 IT.A.......flES ,LL299BarsaClaf liepT�' 12?Nast.SD W. SDM A• ,B, 1.1 29 •5 5'-0• 125 S•,DETAIL•A• MGM'i'Arc 23'-6 Y• 45Ke •1 .19{' .PO{' Ap 9l •S 30--0' 2.17 0 Ke 592 �'• __ FM Dla/rev - _ Pf. SYm.aDt� ABz,s3 26 •5 19' B`AYA, 112 531 f pr9• f •5 35' 9' Span l]93 . 533 ...........-.._._.._............:... :_._._._._. _._._._._.._._.__._._._._. •v pare ORt.ONx 1 m ...�...... _._._._._._._._._._. -i 197 .. ....-.. a c f 1 •-- Parmlaslel•CDnst. - - h J.I.f 0 Yl Espan .:_>;�fF.,if 2sa.Lsf. ,p _ te.D-I..an*4�apla� .......................--. ---:' ........-..-.... .....�. BLYS.E.J. t•oniY. 1> A°Cells 26 4 19 !'llV 233p1 �i __ __ ......_.......... F _ q a B L C 11.OP'16' 1Ec'5%10•DS C 92 5 15' 9• 3930 d ACI Ap L AC _ d4 m B L c ..........._-- ----" r DEAD LOAD a' ••:. el L G __-._ - --'-- Cs3-ss 26 a s 19'-1'Av SR _..............."---' ------- - RAM TlT«I _:... ._ - 0N4 c»''i:�. •5 r125•-p• 563G 2: :-•-:c:c -�------�`-� F-�-•-•..:.:.............-.--...._..........-•---........__ DEFLECTION DIAGRAM, 13 G Faa,of lout: ...___........ .o o - Bx+l..l L •:�. SPAN•I __ -_-- . v 4• 1. S.E.J. \; -_____ 4081 n n s: ....................._...._.�...._................. _..........._...._ g,_g. 8 ewDWI-,l - -......_.............._........... _ ------ •-•--_._._._._. a DSI-rYp. t1, ._._._.-._._ ....._._�....ss ._-- DKI I6 •5 A 27' S• --._._._._._._--._._._._._._._._._._._._._._.__. .� ._8•_._. _ .............. ........ ti ................. DKa 16 5 6' 9' 1 fz Ill vi n r�_ •••....--- I Se•DETAIL•B' GNx , •• 11•- 65.19'0p• 11 f B m G5 6' 6' '• 051 69 .1 5'-9' 22p 2p'•0 y' S'-0 It' l KD a 2 a I 91 EryS«.•92 eua BtBottl L 92 W.LiTD"•12•Na `22 e- Relnforclsq Steel LD£26599 3•-7�' 2�• 6 E 5 i' i' 9p E.SpD.•9,0crs IplMttl 4 9I Bara ACITOD,a I2•iba.5«- Praz+r.Caro.Ow.-T.IV LF 601.61 f 119.910'Ka Imf.coro.class•5•Ku'c Cr • 119.166'Ka G1TapI 5D R51- -SF 01}f. SIM F I.Id e.na AArcop, PLAN Ass,1Mm g.' .I 431s + .o t lo9:z ]2'-e BI 32'-e y• CI L ACw ITcp) Tptal Al tR I01.2 ]3•-2%' ACI 5'-S;" C» £For aonfr,«fx',Infora4+tlm an1Y• AAlipp 3]'-2 y' ABt so III-It p•-II V.- ACef C. 5•_B�' p» 19'-1• C.-ex Av. l ho.m Iroluw,2-1'-9' L Mfil 5'-11%' letf 19'-I• BtaaAv, i liopl. A .pth a i!'-T• ACI-»Av l2•-T%' C» Yin.Lap- 19'-i• Apl•»Av. J3-2• Ape 32'-T•�• •» B,•6�" Csa __ t Letq+n afvn I«,aaas 2 2'-2' pat I,tt, ACN p•-B j'• Bsf _ N,n.lpp. G liopl 4C»ITopl Ag» i'-1�• 19'-1'' eft-aadv. 19'-1' Cfail Av. AAtiop See'BEAM LAYWT•(N r.2ep lesgtn3. 6'-1�• 19'•{• ACawfsl, LMtil MreWard gsledfAfpbaeparyeosted LAC»1Top) M1 AA ITap) DETAIL •A• BARS ABIBARS ABI� BARS ACI.2� BARS BI.2�0 B3o�55 BARS Cl- 6• 5 Eo.s«. 2 Y-_ lc'•0.Ov,fall 3'-0 i c•-p•-sole. 1 °' DETAIL 'B' - ' 29'-°•IlDps•aY - 1•-O• P-0•-solo. y,_°• • 29•°• Fa•ofI I - Railer-11 GENERAL NOTESt a �^•--i«•Df slap,vorNs - RT*-" ll Ks oOUl tlarwl par 0 Daeslts,e0 accer01n0 to MSNTO 1992 Stan00r0 AC or C l P.G.L. I 1. ear t Inieriw Speelf l<aticna. W.T., T _ REV/S 2 9DING b r Typ'{iI9•,lorlew =-- I HS 20 LOADING Texas peyarfmPJlfd TfaasDGrfdfial Ae.ore I 1 vwles aa'w D•,rac»re.rs»smm+, I1� I D I i •I•-o•uar. PRESTRESSED OR.DII L D51-Typ. 1 "'6'i� 5 �r�- CONCRETE BEAM SPAN ° 1 RAMP W-H OVER I EM Mrs AB i f i �J 1 Se,DEW -LAYWT ix o.s.e4aa-rrp.r a '" HEMPH 1 LL-LAMAR/TAYLOR CONN. i I2'• B fa.SDv. pars 0 TYP Varles L4�✓11A�-- .aFc a. 7YD• iyp' Varl•s� Dea•ap«Itq �/fr rsamel l»a •.tG •.3a •��'»• ••: y Yofl•, 1 <T_IV B,am, •Tnxlatital DlrpenSlon �• "� p,w•SpaaiM _ r-b-9f Fi•4111• 2 135W-5 11 a i3 RADIAL TRANSVERSE SECTION - Iwo sl m Ins 1 sr..1 semlan OO s..tml. To-rTo Iolm - �! apenlrp ar • CmrarW st'd!;xara or r ii r 1'-D'C.C.Ya% PAiS[n BDN.tII i ACIR[CAP. � I'� L::::•1 i.--..� i......: it Fa of Por ITRai, ap.l 1 I avfau YPI �+T• iv. III i a Toe of Rai I I - ---i _ Aa•-- D S EPDaN CO�lIIY � Polnt NL - - - 3�•alp=o•-lo• NEOPRENE SEALS Wt 6 Yulcmlze S' • . YI}ef` ,.LIr�f111� Sh'p rely - h (J" • 1 s1od LIICMra of -- St.,oa rawlreD y ~!;: E�.'DID'Itoles car IT C.C.ITYa DY Ynv+f v.•: I n n•DI'Erecflm blta ,r;r r°i:.ry'I i Steel section t 4'-D'C.C.Ilia yape of steal a rim ttaan Ia fYpl«I., •'�i9 `-steel secilM I it SECTION THRU SEALED EXPANSION JOINT pv,'n1saioi pera1v9 on°a—f--"are p Revave'll ra M1m.111 De In cant«, rlrh seol alar to nokiro aplloe. SKEWS WITHOUT NORMAL QT slm tht knee snap 6e..ffT.t t_t' SKEWS WITH SLAB BREAK prowl d,oeewo#.cows roc«ttp..tta; SLAB BREAK NOTES, St..,mle Sian«a aofu D..hNo%a In PLANS OF END COND I T 1 ONS- caflv.ol.nt I"ths of 2.... Yoe and ID•-D' . Yln:ni.sA n o.nrt f g,.sQ.for slope NEOPRENE Rm - 1r«t#m of Pldnings.Ma aMp aDl tee 1'JOIM11D.Dermltt.dIn «hYllppirp lipth STEM SECTION p $ep� ,pintldro,ffl,I.I.aa tl.on 2'-D'.In WNOFltTWE0.urncdnr.fade r.caeca to - GENERAL NOTEStahC stud to shop ar clew avIlsef0 2•Yln as�'Yea•SfIM sDl Ic.a rt»on b,mail L Arnn Cafe• YD. - SEem 1 14' seoexpJis Y,tli De pravlaea In Inc 1'co+d m step O'arlrpa. L21O1 1�' size aM at 1«atl«a ilo.n m Dloru. SHOP da fl.ld p1INa altll D.pod'DY TYp.SSPA Step 1mr1«tlm rllt D.rowlteG of of 1. taH wwlrp rlih'Pita In contort rnh D.S.Noun lotefsec ,of cross.lope ant at Dr<ok �`carf apace t...cnons anall°D acacht"' - polnta. Imrk.G ar,d«It.G toD.1Mr for ahlpnnt. tap!we.• tlwats Drd+,D s.aorh.ew Al.3t..l purl.af.rot to.D."'nt.G er stall Ds provlOst etcept m DIl f«•a in prlm.a u,lssa a jonot.d•taa.Mr.on ih. Pew top«d D«k. I«king c«faer rltn seas.trim'tort!Dava ro acre.. Mon. - and ffra,T Corr.apoMlro awtiona of S.tl.d Eap Jl. Crl,rd top—oo+h MI I D.teapor'rllY sMp to,Shled, IYckw for-flt,and o.tcn—hed roc snllxent. Erection tat ea'tall De punched so Da to 'Face o/lWt>�.i Iin.,.no.Setl<a Exp it.or.In ftalr toe of Rail D firoi poviti«. Not.. Stud arclafa'tail De elee4r lc arc eM- Yew preparotion .cored.Nth cors ne pl.+e suzlm. 1 y 3• shall W ame DY Tie Mopfeeal null De anti Mua one Steel.eoilm revel .lap • IroludeG In Hw TYlee DIG for Send P Eap Jt. I i Cmtrootar dial! a«.for._". tM Sa.I.d Exp it In poslttan.O,G�1«Ira I. /he'Fraper 4'ode aM o11ymM Dyy Ida «ea •'f� to odimen4 re1n1 steels to preattesae of!crap.w be- to lac.wet In—I' -:•,.. FRONT VIE. WELD LIYItS RE.R VIE. dlof,—,Cost of l.aperarY N_Im Is to D. BEVEL AT FIELD SPLICE #roAfg,m rn.prla.Dla car Se'led E.p Jt. SECT ION THRU SLAB After tr«Ina a d.elGl p the steel s.ctim, pine efecI—Dotta a Q by«er.Loll De reravea as.p<atlm Ia1.a ae IeG DaiKe pl«lip arm INICH SIDE. co«r te. •�'E'Fai.W..Ie.und Y.leYn........... e - T.of o Tot:of Roll Few of ParoPet - t•Ill.—.Jf •t OrD MIS.' - a, I.I.•a ftan. 'Texas tkyortrr>zN d Trdnspxtdlcn °. %l io So a °et.I.41` 1 a a,a p rs u.s.Gap Sfieeel 6d ST..l...tion -��F� SEALED EXPANSION JOINT D• /� ' anon - r `;, DETAILS Min 'ilon l- ---- --- ° .o• 6O• WITHOUT OVERLAY :.!�o?.. -`•.a " _ Ylttr t snpD reed pz '- ;gme a Yn.r �— SEJ-P (MOD) 31}er A map.id p Su span det'1la for.Im and e lap r.1G p � al�d.mlk Unf lY.ronOt.Old � ..,Ns . SECTION THRU - SECTION THRU tnotl loin If p.r.Itt.d - �'�' BARRIER RAIL OTHER PARAPET RAILS SECTION THRU SIDEWALK. tL A.DE, l Aloft i •Yin-li'Iba I' ' OpenlM 310'Raxl—Detr.m lolnta 1TYD1 - If fornlef pnteriol '- Ie not left In placer -'''" "" piuq Dottm i'vl}n Rorer ;oro u aloD lolnt •Joints aMl l De provided at ends of cpmc aver Interior arNporta for cont10 iluan{nits IIM empotri°• iYnl°Nae1M01;nnojoxenMrani l•4xcept°onamutn•ont ritnolalisil laterlol ra�i,a In 'poi Yfijflolnta •noel OeUncarlk°rcnulealar r{'to,reineleta�Joil°Ittf lornlM mfuial sr ; :ec.:::;::•. . least M removed if_,JIM la aSIPfafeed. 15ee Int,rradlate salt Jolnr oatou> { INTERMEDIATE i WALL IO IL i ....I I for Paycent pERERAt NDTESr TRIa fail Ms Dem In.1l—In ev01 te°ctf"' ewlv°Imt ar Or°°t<r In aireMtn t^Oiher o —OM Roll fof P.—I hops r°IIIMa tot ' NCHRP Report ' to fo111Ms tested to .9 AASRTO WIOe SpIt l catlm PL-2 cfl...... "I perta of}M tall lM Iro1WIM ponare},parop•t . TYPICAL PANEL a aId nmfualM ore 1nCIWed m tM pflee Dla per i1Mor root of tall. Al:cancfets for fdi11M volt e"ii De' 'C'. All feiniefelM eteei Rall De GraOa s0. PLAN sMp arorlMa r"ne°Oconbirrrecna:i}n al�p f rar'ol.nen Tnl.TIMM•atl 151MXIM Dock-to-eeak flaf lal naml On tM DI 0 DY E°a1M,f.R5m.Y11eamtrol1 for of erlo9• potnDlins Or°d•not be°f Id•d.■Mn aI IP-10 M i ROii fat peysent Ie aced.iM OOneret.rtoY D.—.d rith'e+e°role na'IM Fixt Of'v d0. [Int.emt ]1'-0•..I lolnts lTIP1 hall W Poyolnt o A oMI ralnf°re1M raY Da txk rald,d t0 tM'Oe' 6 '7 w tnirm Or iM relnfaroiM co9e to provide DfMvlua 10'Ilm I—Spoc lM - rMn si lD-forn+IM la used. ddltloIS onendfo0e 2'. e" - eOI be odded vnan ve1dlM to necesaarY In 1M I—oM tnlr0 of tM Cdq•.W not veld m U K 5 Dars In 1M leer on.}Rlyd of m amepini.�'Sl 1.R.II 5<•51 R{•sl Yln Iloa I TM Dock of Mn 4p, be vertical leas oiRenlse �I I Oa a jejdaE W.PI—�osyuaed oa onEOPtlmrto ve timal r Inforeer+nt and mall Wend.In DD°Kdmae rltn A19T. ' wIid,d life Faerlc lC Oetall cnD+n is for 0s.5'-g f Rl lnfaolMlSt<el�aN�f ldeatillre ic0�lc a�lrotlma - rill o perml of `'feulneInel<emfdi*Iona In She frill Ke ' ' tlefled OM tM d,_n,Iw,frm end of aeotim}a - r Wet iw°dtvertl ulliliuDQpeDarf°tr:a:Padry1•tea. WA, 11 formlM r°reri Di Il rot crag,r•ipli or raIIIM ro oveflDyl la 3z6 vl r. pl L 1121,51P�'Ilox© I,it In piece.tM Wttae 6' - a'Im1Int°...IIM°p'Pc - , p IM.aa•z•far.t d r.a rItn dveriOY' ROADWAY ELEVATION OF RAIL ©soaeleel°D.a°'refoeyriwir.a.0 3•,reWced Dar . 1._5• YYI•i TOe of R.I. In iw of Rall ' ' I•XM Gw,far YI Hmlro1 fine Of Rd11 3- 5{.51 TIP. ® t ^' SHEET 1 OF 2 Texas(kp9rinnt d Tfdrlspxld7lm Rl+al 50• 9 4U91 awo Oldri I6/dpl 5H a b� TRAFFIC RAIL T°°°'Stop - TYPE T501 (MOD) TOO Of �— . R I ears w f 1 OW Jo1nt I H3542LR ADS OVERPASS R AVE. Aa m ale IP awpornM ralnrdraa-eat. & RAILROADS OVERPASS cm,t Jr era uz °°da �-LE �rr OUND MAINLANES e M iSECTI ON A-ATYPICALSECTION IsxokHlc u OW pL&CMHTI {SHOIIRO C Qt Tfmavaree bola In am/ilct.11. SEJ a 1 In e1tMr tM Oritla.,Im 6s .� - __ _ `---•: a«ooam elm 6wl i M mpvea to - �`/y-,(�I o •- 1 ••. - t z , ' t iro l,ala}ill of the stud,. _ j ' I es imle for Joint steel a«rIM© ocenlw ar Ta• o.s.ea0nt cowzlrc staa Anatgfe at n ,I 1 __ - 0'-6'C C.Yaz .... r r 0. tAltafrote L«otiwl �"—" i 1 - II � "• f«a of Paf«er 11 1 WSOH Polnt Z" li! or MD f Moll =_:...II tut 4 VOIcmiZe t}er L s_._ I' '• - _ SdHf F Seat as r•wlred St--raid •" tl!i '"""'III - &• NEOPRENE SEAL °Y Y°"'rwr.r3r-�.;. i tT LV-I3•Dld Holes/°r •�— rT1 SCp •�sT e::... f' +--�St<el ae[tiM 1 u'Ola ErectiM e01ta Steal a«tIM 1(;! t 4'•0'C.C.Ya[ a TYD•ssx=w or Typ•R �:::; TYpe s5CY2 or TYp.R III TY➢s T ' Type T D s BR—COFAl1Y . ' ©Stxa1•of steel se nd s�«3 tYPlwl. ,,•� iype T vorlotlwa aecewtno m f nxer°r° SKEWS NITR011T NOHIAAL s• rmla 1w lalnr pefelsslele. SKEWS WITH SLAB BREAK , �; Z .eanronss to slm ,,,o t To- SLAB BREAK —f—IT ( ®Revue.!I burrs Mich rl I I De In cant«t y¢Ye I I rrp stool a«tIM Oz irn aemtalmklw-PI I— PLANS OF'END CONDITIONS vrs t�l' I I cMterM tiECPR 4- STRIP sFAI ,i.v �, - r JOulr , Z•Lo 1'/a• _ 1r �i'Dia k o..• ancnora at U. ACTuHEfl STEEL sEtTIDH© Seal J°IM 0•-6-I.C.taps rrDe ocemw GENERAL NOTES- _ tAlrerwte L«atlwl FpeO ' • I/ T, for TYDe Tana type sStll2 ux 1 3:• O•y, Havel veld,for TYpe SS(= s•aied up Jtc awll a pfov(tled In tM Ce N Trce R Gx 1 3«tlM o.s.eroM SE400 I�• tool aectlm ai:.and°t 1«otiau anoan w pl Ms. ^h6� �. rafaM Beaa0ll 4 Ave Cafe Type T Y. 6ev.i told, rof iYM T �Ninlms aim tnlcMess rewired for ins �.'Dia Nolea/« rotaal Bo.mon L 4esee Cerp Type R SE400 1 Y.• t•e1 i•olo l soli! �@_ -t4'-0.-C.C.ILax iTPE Twin At spilt,!,t3praT50N B0S—IM Grill tw sawSCL� 1 klw w.lt«t rith seat MIM awll wve ro e TYpe•T o Type R °�1orfaa diw awtlons of Seolad EIP Jts SECTIONS THRU SEALED EXPANSION JOINT „ne�'°eepa a tIr Map aa3vn[ea,an.ckea fig- f«.er Parapet a - rot ill.and mttll=.d 1: enll3lent. g LLL IKITES� Ta°°r R.I.°f C[r° FracrlM roles Rail De pncnin ao ig€F !reel...11Ma N ai 1 a MIpP,d In •'' ne W Man 6eolaa ExP Jta Qe In tnelr C St.. .wina°f z4•-d•alms all lo•-G• I a leis yDaf°rIM riwl w3lrlw. •a L Yln,sass atMrrb•n•cuforY rot,toce !reel s«rlan Bevel Ravel 11'De acne DY r Idld rlrhh=1-1el'naiefnl•Crrla afo Md- • — tiw or rtdu!Iw•.d1e Map,DI I[e• - ' Type Ssd2 The n•wfeM Gaol li Da wntl.x,ous oM S{gh r111 oe permlttea in I=aniwlw IMotn of rrp•R'- IwIWa In in•prise ela rot!sales ExD Jr. {pG pravla,a w pl•ea la lee°tixaf 2'-o in TIC•CMiraet«sail«lugs far ae[u'Ieq iewth ontl euffleient,fuse«e added to the seol,d Exp Jr In wsltlw,mtl p1wlw to �B I Ialt.rhe,tw to snap or flold 3p1laa .toaoEl�Mt�elnf slfeal,t oeW....... Dean«ez T6f dlatarce to 2'Yln Wa rELD LIMITS KLD LIMITS REPR VIE11 2za. SHOD on*/laid a011[•a Mall b•Idde DY atlfry '- to vx'Jwra ca3T In w«reta k art..Ialw rIm Y,-Ma m«al+«t rfrn BEVEL AT FIELD SPLICE dt°fra.,.ca,t�f.r._bIary w«I.q'•+a a �sQk profaned lo1nY aeol<f to be pram eawih. - Iwlud•d In iro price Dla r«5aale0 Exp Jt• ]£ earre3pwdlw seat[Ma stall b. SECTION THRU SLAB [Iwr to saol•I rn::notirD�`e ira°`a+a sv«nefs°uwii'oe°iD�alwa .rrked old wlt•a tooetner for,h1 I. [HIGH SIDEI Ail steel parts or•rot to b•wint•a a - <reetlw rol.a sealed Defore PI«Iw elm 0"ma soles,desiSrwted elaeMere w the concrete. l h Toe of H." f«e of Porapet i'fRMxa If cub rotmi GE Toe of[an I. less also 6.1 - Texas Dv ttnert d Trans�rloll0n .� a , •� See Spm aet°l la � f� L a, f«aurb ne 1pnt "' I� . • "'IM _•�°, sral use cti im .. SEALED EXPANSION JOI NT St ...till DETAILS -s `.... • T�S R TIT pp2 «_ Go• _ WITHOUT OVERLAY G0• - P alter 4 awp.r...® SEJ—A u,l«r © •wP via Slaew lk TnHoat nlg ar rao tI wre p.lm.ra al rfor ea e.nl rela SECTION THRU RU SIDEWALKSECTION THRU OTHER PARAPET RAI SECTION BARRIER RAIL ms-al.te n19 r9 »w•°' Ts •s mum^a s•"a i a�a_s'm'-•n" " Lot smEl p AEJ o erzRR r. 1 1 t or our s1oE1 u s1oEI • �� ,tom...- --.. �ra •r * � r }ys _ r 1 :y 4 1� Y_ r �� ' 1 I, s . 1 ,