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R-97-07-24-10D - 7/24/1997- __.� ITEM # _._....___._._____._..._ _ _.... .... _w _. DESCRIPTION OF CHANGES __� UNIT -- .. QTY. � - --- UNIT PRICE - . ...... . ......... AMOUNT .„ . ADDED DAYS CALENDAR/ WORKING 5 3.5" HMAC TY C (increase quantity) SY 46.56 $17.50 $814.80` 6 Prime Coat (decrease quantity) GAL -15 $2.50 ($37.50) ✓ 15 Traffic Signs (increase quantity) EA 1 $350.00 $350.00 °-- S1,127.30 DEPARTMENT: Public Works PROJECT: Right Hand Turn Lane at Sam Bass & ORIGINAL CONTRACT PRICE: PREVIOUS CHANGE ORDERS: THIS CHANGE ORDER: CHANGE ORDERS TO DATE: PREPARED BY: BY: TITLE: Chisholm Trail. JKL, Inc. ENGINEER CONTRACTOR APPROVED: 6 ?--,24/ g S' CITY OF ROUND ROCK CONSTRUCTION CHANGE ORDER S 50,687.70 S 0.00 $1,127.30 $1,127.30 CHANGE DATA DATE /e-9 7- 07 -2/ -/ PAGE 1 OF 1 DATE: 9/14/98 CHANGE ORDER NO: 1 JUSTIFICATION: Quantity adjustments PERCENT OF ORIGINAL CONTRACT PRICE THIS CHANGE ORDER: PREVIOUS CHANGE ORE TOTAL % CHANGE: 2.22% ORIGINAL CONTRACT PRICE PLUS CHANGE ORDERS: $511 815.00 CITY OF ROUND ROCK n turn In @ sambass & chisholm change order.xls /tw /Ik 2.22% 0 December 24, 1997 Thomas Word, Jr., P.E. City of Round Rock Public Works Department 211 East Main Street Round Rock, Texas 78664 JHI., Inc. PO Box 990 Buda, TX 78610 (512) 312-1660 (512) 312 -1405 Fax RE: Right Turn Lane at Sam Bass Rd. & Chisholm Trail Mr. Word, Enclosed please find a revised final billing for the Sam Bass Project. When I submitted the previous billing, I left out the signs and the striping. Please replace the previously submitted 5 & Final Billing with this one. I apologize for any inconvenience this may have caused. Please feel free to give me a call with any questions or concerns. rely, Bobby B oykin •�. - 1' G.. • _•- .'P - L. : - 11 091 • DEscap ION 1 PREP RON 2 EKCAWTIOM 3 IT REMISE t 9'ASPNIATSTA&L ®BASE 5 15 ISM TY C 6 PRIME COAT 7 CURS GUTTER 9 HAa71CAP RNA% 10 LIGHT STANDARD TOIINOAUON 11 UASTAIM TRAFFIC STRUCHREES 12 SEEDING 13 DARBCADES 1e SLT FENCE 15 TRAFFIC SIGNS 16 PAYMENT MARKMO 160 17 PAL9FNTIIARKING (Y) 16 19 20 TOTALS SS LIEDUC0000 1) 2) 3) 4) MATERILON HAND (USED) Y SUBMITTED BY: OBV 11 ESTIMATE PERIOD: N 4*5*091887 Jl JOB NO.: 07149 AB DESCRIPTOR RIGHT *22.040)6111 BASSS&=SNOW OOUNTY: 0010003709 (TAMER JOB MO.: ESTIMATE IOW 4 118T IF 100620RE 00.00 00.667.70 JKL, INC. 14701 11.135 Bldg. I BUDA, TX 71610 1;05100.0:11: UI YU. NOM) RUM PUBLICV(OAIXS DEPARTMENT AM ENTERPRISE DRIVE ROLM) ROCK TEKAS '441 TO. ta 1Y(11-11000 52 PUBLC WORKS DEPARTMENT 2006 ENTEFFITHIE DRIVE ROUND ROOK. TEXAS ATTN: TOM WORD UNIT BID CONT RACT CONTRACT PRK0 270 MOOR AD MONTHLY (61600 .Y 17.4 J.T.D. PRICE OUANT7y AMOUNT a 0. AMOUNT ADJUSTED TY AMOUNT MAIM' AMOUNT OUANTTTY AMOUNT QUANTITY AMOUNT 91100.00 109 04000.00 10.00 90.00 1.00 16.000,00 100 0910.0 0.00 90.00 111) $600000 697.50 24409 94270.00 100 9000 244.00 1427000 244.00 5827000 000 11012 311.09 11.20020 0.00 M00 305.00 94.09.20 30500 10200.9) 000 10.000 0 36 96�� 117.50 30.009 1 215 00 0 01 1000 3 5000 1 62.27500 MAO $2.27500 39100.00 438.50 5367400 AM 00.0 65.00 550 97.574,00 9250 0900 $225.05 100 1000 0100 1725,00 7500 9187.50 0 7500 9107.50 61830 205.00 9430250 0.00 3003 20500 9890250 256.05 58502.50 0.00 10.0 1420 105100 04.130.00 0.00 50.00 1 050.D1 94.03000 10'.100 x *4 00 50 1110290 2.00 91.72400 000 9000 200 011.72400 2.00 $1.724.00 00 90.000 115209 .72400 $0.67509 100 12075.00 ODD 110 100 92075.00 009 9000 100 $2.67500 $3.000.0 1.00 03.93000 000 100 100 1037000 1.10 13.930.00 100 60.00 1.00 $33300 11.75 20000 5507.50 100 10.0 29000 6507.50 0.00 1000 29000 6507.50 29100 1607.50 14.0009 1.00 54.00000 10 610 1.00 9400500 100 11.00.0 0.00 00.00 100 64000.00 51.00 25000 5250.00 10 5000 750.0 61000 730.0 025000 0.00 5400 250.0 0250.0 9350.00 1.00 $35000 100 $000 1.00 1360.00 0.00 1000 0.0 9000 0.00 992_000115000 0 11.220.00 9 a 900 0 9200 610.00 01.70.00 000 50.110 0.00 9000 50.00 50.00 17500 9262.50 0.00 31110 0.00 $0.00 0.0 *0 .00 5010 900,0770 050720 949.63250 5000 9000 5% RETENTION AMT 9507.50 949.81259 RETENTION Al. 125.30 92.451.13 SUB TOTA1. 9402.12 947.150.17 PREVIOUS PAYMENTS: 14410 A■0(007 OLE: 9402.15 f ITEM 1 PREP ROW 2 EXCAVATION 3 15' FLEX BASE 4 9' ASPHALT STABILIZED BASE 5 35'HMAC TYC 8 PRIME COAT 7 CURB 8 GUTTER 8 4' SIDEWALK 9 HANDICAP RAMPS 10 UGHT STANDARD FOUNDATION 11 MASTARM TRAFFIC STRUCTURES 12 SEEDING 13 BARRICADES 14 SILT FENCE 15 TRAFFIC SIGNS 16 PAVEMENT MARKING 8 17 PAVEMENT MARKING (V) 18 19 20 LESS DEDUCTIONS 1) 3) 4) BOBBY BpYKIN DESCRIPTION MATERIAL ON HAND (USED) PAY REOIUEST SUBMITTED BY ESTIMATE PERIOD: NOVEMBER 1997 JKL JOB NO.: 97149 JOB DESCRIPTION: RIGHT TURN LANE SAM BASS & CHISHOLM COUNTY: WILLIAMSON OWNER JOB NO.: ESTIMATE NO.: 5 & FINAL 50.00 JKL, INC. 14701 IH35 Bldg. II BUDA, TX 78610 CONSTRUCTION IN PROGRESS BILLING CUSTOMER: CRY OF HOUND ROCK PUBLIC WORKS DEPARTMENT 2008 ENTERPRISE DRIVE ROUND ROCK, TEXAS UNIT OF UNIT BID CONTRACT CHANGE ORDERS ADJUSTED CONTRACT PRIOR JTD PRIOR JTD MONTHLY MONTHLY J.T.D. J.T.D. MEASURE PRICE QUANTITY AMOUNT OTY AMOUNT CITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 56,00000 1.00 56,000.00 0.00 50.00 180 86,000.00 1.00 38,000.00 0.00 50,00 1.00 5%000.00 517.50 244.00 $4,270.00 0.00 50.00 244.00 64,270.00 244.00 54,270.00 0.00 60.00 244.00 84,270.00 516.12 38500 50,206.20 0.00 5000 38500 56,208.20 385.00 56,206.20 000 60.00 385.00 56,206.20 535.00 6500 52,275.00 0.00 60.00 02,275.00 65.00 52,275.00 0.00 50.00 65.00 52,27500 517.50 392.00 06,860.00 0.00 60.00 06,880.00 438.06 07,674.80 000 80.00 & 37,674.80 52.50 90 00 5225.00 0.00 $0,00 5223 00 75.00 5187.50 000 50 00Y 5187.50 318.50 265 00 54,902.50 0 00 50.00 0 54,902.50 265.00 34,902.50 0.00 30 00 265.00 54,902,50 54.80 1050.00 54,830.00 0.00 50.00 1050.00 $4,830.00 1050.00 54,830.00 000 80.00 1050.00 54,830.00 588200 2.00 51,724.00 0.00 $0.00 200 51,724.00 2.00 31,72400 000 50.00 2.00 01,724.00 52875.00 1.00 52875.00 0.00 5000 100 52,875.00 1.00 - 52,875.00 0.00 30.00 1.00 52,87500 53,93000 1.00 33,930.00 0.00 50.00 1.00 53,930.00 1.00 33,930.00 000 50.00 1.00 $3,930.00 51.75 290.00 5507.50 0.00 50 00 290 00 5507.50 290.00 $507.50 000 50 00 290.00 5507,50 54,000.00 1.00 54,000.00 0.00 5000 1.00 54,000.00 1.00 34,000.00 0.00 50.00 1.00 $4,000.00 51.00 250.00 $250.00 0.00 50.00 5250.00 250.00 5250.00 000 50.00 25�00..0O[[� 5250,00 5350.00 1.00 5350.00 0.00 $0,00 1.00, 5350.00 0.00 50.00 200 5700.00 02.00- 5700 00 32.00 610.00 31,220.00 0.00 50.00 6 0.00 51,220.50 0.00 30.00 610.00 31,220.00 610.00 51,22000 61.50 175.00 5262.50 0.00 $0.00 175.00 5282.50 0.00 50.00 175 00 5262 50 175.00 5262.50 TOTALS 550,687.70 80.00 550,687.70 5% / $o P- Y� "5. Its : k1A_L+_: 9/g�90 9E1411 TO. CITY OF ROUND ROCK PUBLIC WORKS DEPARTMENT 2008 ENTERPRISE DRIVE ROUND ROCK, TEXAS ATTN: TOM WORD PREVIOUS TOTAL AMT RETENTION AA SUB TOTAL 52,182 50 80.00 52,182.50 5109.13 52,073.37 50.00 P $51,815.00 V 50.00 551,815.00 50 00 351,815.00 DATE: September 18, 1998 SUBJECT: City Council Meeting - September 24,1998 ITEM: 12.C. Consider Change Order No. 1 of $1,127.30 and final payment of 35,146.2510 JEL, Inc for the Right Hand Turn Lane at Sam Bass Road and Chisholm Trail Project The current contract price is $51,815.00 and the project is funded from 1997 Certificates of Obligations (F40). Original Contract Amount: 50,687.70 Change Order # 1 for approval: 1,127.30 Total all change orders: 1,127.30 Revised contract amount: 51,815.00 Amount paid to date: (46,668.75) Balance due under contract: 5,146.25 Payment due this estimate: (5,146.25) Amount remaining (not billed): 0.00 Funding Source: 1997 Certificates of Obligations (F40) 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 /2 97-697- CITY OF ROUND ROCK PUBLIC WORKS DEPARTMENT JULY 1997 RIGHT TURN LANE AT S.W. CORNER OF SAM BASS ROAD & CBISHOLM TRAIL PLANS, SPECIFICATIONS AND CONTRACT DOCUMENTS 1 % ',. .Q. ** . ** • ..74, . • : . ••• • * 1 THOMAS E. WO # • di 6 • t ' . 4707 1 1 1 1 1 Section ' 1.0 2.0 3.0 ' 4.0 5.0 1 6.0 ' 7.0 1 1 1 table.mst/spec 1 1 1 1 1 TABLE OF CONTENTS Description Page Notice to Bidders NB -1 Bid Documents BD -1 Post Bid Documents PBD -1 General Conditions GC -1 Special Conditions SC -1 Technical Specifications TS -1 Plans, Details and Notes PDN -1 Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail This Addendum modifies and amends the contract documents for the Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail project of the City of Round Rock, Texas as follows: 1. Replace Section 2.0, PROPOSAL BIDDING SHEETS BD-5 THRu BD with the enclosed sheets. 2. Replace Section 7.0 PLANS, DETAILS AND NOTES, (the entire section) with the enclosed sheets. 3. Include the enclosed CONSTRUCTION PLANS C1 thru 13. addendum.sem/twspeca Project Addendum No. 1 7.0 PLANS, DETAILS AND NOTES PLAN SHEET GENERAL DESCRIPTION PLANS PLANS The work covered by the plans listed in this section consists of furnishing all labor, equipment, materials, and performing all operations in connection with the construction of the Right Turn Lane at S.W. Corner of Sam Ba ss Road & Chisholm Trail complete with accordance with the Plans, and subject to the terms and conditions of the Contract Documents. The Contractor awarded the bid will be provided the plans details for the widening of Sam Bass Road to create the right turn lane at Chisholm Trail on July 21, 1997. All quantities are approximate and represent the quantities of work that will be required. The traffic signal pole mast arm and anchor bolts will be furnished by the City. The Contractor will furnish all other signal heads, pedestrian signal and all hardware necessary for relocated signal pole to be operational before removing the existing poles. Removal of the existing curb will be subsidiary to the placement of the existing curb. The contractor will be responsible for placing topsoil and seeding all areas behind the curb and sidewalk. This work will be paid under seeding for erosion control. plans95sam.doc/b:spectw PDN- 1 1 1 1 1 1 1 1 1 1 5. Manhole frames, covers, valves, cleanouts, etc. shall be raised to finished grade prior 1 6. The Contractor shall give the City of Round Rock 48 hours notice before beginning each phase of construction. Telephone 218 - 5555 (Public Works Department). 7. All areas disturbed or exposed during construction shall be revegetated in accordance 1 with the plans and specifications. Revegetation of all disturbed or exposed areas shall consist of sodding or seeding, at the Contractor's option. However, the type of revegetation must equal or exceed the type of vegetation present before construction unless otherwise requested by the property owner. - 8. Prior to any construction, the Contractor shall convene a preconstruction conference between the City of Round Rock, himself, the Engineer, other utility companies, any affected parties and any other entity the City or Engineer may require. 9. The Contractor and the Engineer shall keep accurate records of all construction that deviates from the plans. The Engineer shall furnish the City of Round Rock accurate "As- Built" drawings following completion of all construction. These "As- Built" drawings shall meet with the satisfaction of the Public Works Department prior to 111 final acceptance. 1 1 1 1 1 to final paving construction. plans95sam.doclb:spectw GENERAL NOTES 1. All construction shall be in accordance with the City of Austin Standard Construction Specifications as adopted and amended by the City of Round Rock. 2. If blasting is planned by the Contractor, a blasting permit must be secured from the City of Round Rock prior to commencement of any construction. Blasting will not be permitted within 15 feet of any existing utility lines or structures without prior written consent of the Engineer. 3. Any existing utilities, pavement, curbs, sidewalks, structures, trees, etc., that are damaged or removed shall be repaired or replaced by the Contractor at no cost to the Owner. 4. The Contractor shall verify all depths and locations of existing utilities prior to any construction. Any discrepancies with the construction plans found in the field shall be brought immediately to the attention of the Engineer. PDN- 2 10. The Round Rock City Council shall not be petitioned for acceptance until all necessary easement documents have been signed and recorded. 11. When construction is being carried out within easements, the Contractor shall confine his work to within the permanent and any temporary easements. Prior to final acceptance, the Contractor shall be responsible for removing all trash and debris within the permanent and temporary easements. Clean-up shall be to the satisfaction of the Engineer. 12. Prior to any construction, the Contractor shall apply for and secure all proper permits from the appropriate authorities. The Contractor's attention is directed to the fact that work on this project will not be allowed during peak traffic hours (from 7 a.m. to 9 a.m. and from 4 p.m. to 6 p.m.). 14. Pavement marking paint shall be reflectorized type and shall be measured and paid for by the square foot. pians95sam.doclb:spectw PDN- 3 STREET AND DRAINAGE NOTES 1. All testing shall be done by an independent laboratory at the Owner's expense. Any retesting shall be paid for by the Contractor. A City inspector shall be present during all tests. City inspectors shall be given a minimum of 24 hours notice prior to any testing. Telephone 218 -5555 (Inspections). 2. Bacldill behind the curb shall be compacted to obtain a minimum of 95% maximum density to within 4 "" of top of curb. Material used shall be primarily granular with no rocks larger than 6" in the greatest dimension. The remaining 4" shall be clean topsoil free from all clods and suitable for sustaining plant life. plans95sam.doc/b:spectw PDN- 4 plans95sam.doc/bspectw TRAFFIC MARKING NOTES 1. Any methods, street markings and signage necessary for warning motorists, warning pedestrians or diverting traffic during construction shall conform to the Texas Manual of Uniform Traffic Control Devices for Streets and Highways, latest edition. This manual shall also apply to new construction in this project. PDN- 5 plans95sam.doc/b:spectw EROSION AND SEDIMENTATION CONTROL NOTES 1. Erosion control measures, site work and restoration work shall be in accordance with the City of Round Rock Erosion and Sedimentation Control Ordinance. PDN- 6 The following City of Austin Standard Technical Specifications will be applicable to this project: Item 101 Item 110 Item 201 Item 206 Item 210 Item 301 Item 306 Item 340 Item 430 Item 432 Item 433 Item 436 Item 601 Item 604 Item 642 Item 803 Item 860 Item 16550 Item 180404 plans95sam.doc/b:spectw Preparing Right of Way Street Excavation Subgrade Preparation Asphalt Stabilized Base (Plant Mix) Flexible Base Asphalts, Oils and Emulsions Prime Coat Hot Mix Asphaltic Concrete Pavement Concrete Curb and Gutter ' Concrete Sidewalks Concrete Driveways Concrete Valley Gutter (include flex base) Salvaging and Placing Topsoil Seeding for Erosion Control Silt Fence Barricades, Signs and Traffic Handling Pavement Marking Paint Light Standard Foundation (traffic signal pole foundation) Testing of Materials PDN- 7 PROPOSAL BIDDING SHEET JOB NAME: Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail JOB LOCATION: Round Rock, Williamson County, Texas OWNER: City of Round Rock, Texas DATE: July 18, 1997 Gentlemen: Pursuant to the foregoing Notice to Bidders and Instructions to Bidders, the undersigned bidder hereby proposes to do all the work, to furnish all necessary superintendence, labor, machinery, equipment, tools, materials, insurance and miscellaneous items, to complete all the work on which he bids as provided by the attached supplemental specifications, and as shown on the plans for the construction of Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail and binds himself on acceptance of this proposal to execute a contract and bond for completing said project within the time stated, for the following prices, to wit: Biddoc2.doc/spectw BD -5 BASE BID Bid Item Description Unit Item Ouanti y ni and Written Unit Price Price ra �anrt 1. 1 LS Preparation of ROW. (101 -C) for dollars and cents. $ $ 2. 244 CY Street Excavation & (110 -C) Disposal of Existing Soil and Pavement (including Surface preparation). for dollars and cents. $ $ 3. 385 SY 15" Flexible Base • (210 -A) for dollars and cents. $ $ Bid Item Description Unit Ism Quanti y Etta and Written Unit Price Price 4. (206 -B) 65 SY 9" Asphalt Stabilized Base. 6. 90 GAL Prime Coat (306) (430 -B) for dollars and cents. $ $ 5. 392 SY 3'/z" Hot Mix Asphalt Concrete (340 -B) (Type C) for dollars and cents. $ $ for dollars and cents. $ 7. 265 LF Concrete Curb and Gutter for dollars and cents. $ 8. 1,050 SF 4' -Wide, 4" Concrete Sidewalk (432 -4) for dollars and cents. $ 9. 2 EA Concrete sidewalk handicap (432) Ramps. Bidda2.doe/speciw for dollars and cents. $ BD -6 Bid Item Description Unit Item Ouantity Unit and Written Unit Price Price 10. 1 EA Light Standard Foundation (16550) (Traffic Signal Pole Foundation) for dollars and cents. $ $ 11. 1 LS Mastarm Traffic Structures. (1.5 PL.) for dollars and cents. $ $ 12. 290 SY Seeding for Erosion Control (604 -A) Meathod B (includes 4" topsoil) for dollars and cents. $ $ 13. 1 LS Barricades, Signs, & Traffic (803 -L) Handling. for dollars and cents. $ $ 14. 250 LF Silt fence for erosion control. (642) for dollars and cents. $ $ 15. 1 EA Traffic Signs (R3 -8, lane use (824) control). Biddoc2 doclspcctw for dollars and cents. $ $ BD - 7 Amount Bid Item Description Unit Item Duantity ni and Written Unit Price Pricg Amount 16. 610 SF Pavement Marking- White. (860 -BW) for dollars and cents. $ $ 17. 175 SF Pavement Marking- Yellow. (860 -BY) for dollars and cents. $ $ TOTAL BASE BID (Items 1 thru 17): $ STATEMENT OF SEPARATE CHARGES: Materials: $ All Other Charges: $ Total: $ Biddocz.doc/spcetw BD -8 If this proposal is accepted, the undersigned agrees to execute the contract and provide necessary bonds and insurance certification as per the Instructions to Bidders and commence work within ten (10) days after written Notice to Proceed. The undersigned further agrees to complete the work in full within ninety (90) calendar days after the date of the written Notice -to- Proceed. The undersigned certifies that the bid prices contained in the proposal have been carefully checked and are submitted as correct and final. The Owner reserves the right to reject any or all bids and may waive any informalities. Respectfully Submitted, Title for Name of Firm Date Secretary, if Contractor is a Corporation Biddoc2.doc/spectw BD -9 Address Telephone 1.0 NOTICE TO BIDDERS Sealed bids addressed to the Purchasing Agent, City of Round Rock, 221 East Main Street, Round Rock, Texas 78664, for furnishing all labor, material and equipment and performing all work required for the project titled Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail will be received until 2:00 p.m., Friday July 18, 1997 then publicly opened and read aloud at the City Hall Council Chambers at the same address. Bid envelopes should state date and time of bid and "Sealed Bid for Rieht Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail ". No bids may be withdrawn after the scheduled opening time. Any bids received after scheduled bid opening time will be returned unopened. Bids must be submitted on City of Round Rock bid forms and must be accompanied by an acceptable bid security as outlined in the Instructions to Bidders, payable to the City of Round Rock, Texas equal to five percent (5 %) of the total bid amount. Plans, Bid Forms, Specifications, and Instructions to Bidders may be obtained from the Department of Public Works, 2008 Enterprise Drive, in Round Rock, Texas (512- 218 -5555) beginning July 3, 1997 for a non - refundable charge of $25.00 per set. In case of ambiguity, duplication, or obscurity in the bids, the City of Round Rock reserves the right to construe the meaning thereof. The City of Round Rock further reserves the right to reject any or all bids and waive any informalities and irregularities in the bids received. The successful bidder will be expected to execute the standard contract prepared by the City of Round Rock, and to famish performance and payment bonds as described in the bid documents. Contractors and subcontractors shall pay to laborers, workmen, and mechanics the prevailing wage rates as determined by the City of Round Rock. Publish Dates: Austin American Statesman: July 7, 1997 July 14, 1997 noticebdItspec.tw NOTICE TO BIDDERS NB -1 Round Rock Leader: July 3, 1997 July 10, 1997 July 17, 1997 2.0 BID DOCUMENTS INSTRUCTIONS TO BIDDERS 1. Prior to submitting any proposal, bidders are required to read the plans, specifications, proposal, contract and bond forms carefully; to inform themselves by their independent research, test and investigation of the difficulties to be encountered and judge for themselves of the accessibility of the work and all attending circumstances affecting the cost of doing the work and the time required for its completion and obtain all information required to make an intelligent proposal. 2. Should the bidder find discrepancies in, or omissions from the plans, specifications, or other documents, or should he be in doubt as to their meaning, he should notify at once the Engineer and obtain clarification or addendum prior to submitting any bid. 3. It shall be the responsibility of the bidder to see that his bid is received at the place and time named in the Notice to Bidders. Bids received after closing time will be retumed unopened. ' 4. Bids shall be submitted in sealed envelopes plainly marked "Sealed Bid" and showing the name of the project, the job number if applicable, and the opening date and time. 5. Bids shall be submitted on proposal forms furnished by the City of Round Rock. 6. All proposals shall be accompanied by a certified cashier's check upon a National or State bank in an amount not less than five percent (5 %) of the total maximum bid price, payable without recourse to the City of Round Rock, or a bid bond in the same amount from a reliable surety company, as a guarantee that the bidder will enter into a contract and execute performance and payment bonds, as stipulated by item 11 below, within ten (10) days after notice of award of contract to him. Proposal guarantees must be submitted in the same sealed envelope with the proposal. Proposals submitted without check or bid bonds will not be considered. 7. All bid securities will be returned to the respective bidders within twenty-five (25) days after bids are opened, except those which the owner elects to hold until the successful bidder has executed the contract. Thereafter, all remaining securities, including security of the successful bidder, will be returned within sixty (60) days. 8. Until the award of the contract, the City of Round Rock reserves the right to reject any and all proposals and to waive technicalities; to advertise for new proposals; or to do Biddoc2.doc/spec BD -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 the work otherwise when the best interest of the City of Round Rock will be thereby promoted. 9. In case of ambiguity or lack of clarity in the statement of prices in the bids, the City of Round Rock reserves the right to consider the most favorable analysis thereof; or to reject the bid. Unreasonable (or unbalanced) prices submitted in a bid may result in rejection of such bid or other bids. 10. Award of the contract, if awarded, will be made within sixty (60) days after opening of the proposals, and no bidder may withdraw his proposal within said sixty (60) day period of time unless a prior award is made. 11. Within ten (10) days after written notification of award of the contract, the successful bidder must furnish a performance bond and a payment bond in the amount of one- hundred percent (100 %) of the total contract price. If the total contract price is $25,000.00 or less, the performance and payment bonds will not be required. Said performance bond and payment bond shall be from an approved surety company holding a permit from the State of Texas to act as surety or other surety or sureties acceptable to the Owner, with approval prior to bid opening. 12. If the total contract price is less than $25,000.00 the performance and payment bond requirement will be waived by the City of Round Rock. Payment will be made following completion of the work. 13. Failure to execute the construction contract within ten (10) days of written notification of award or failure to furnish the performance bond, or letter of credit if applicable, and payment bond as required by item 11 above, shall be just cause for the annulment of the award. In case of the annulment of the award, the proposal guarantee shall become the property of the City of Round Rock, not as a penalty, but as a liquidated damage. 14. No contract shall be binding upon the City of Round Rock until it has been signed by its Mayor after having been duly authorized to do so by the City Council. 15. The Contractor shall not commence work under this contract until he has furnished certification of all insurance required and such has been approved by the City of Round Rock, nor shall the contractor allow any subcontractor to commence work on his subcontract until proof of all similar insurance that is required of the subcontractor has been furnished and approved. Biddoc2.doc/spec BD - 2 16. Any quantities given in any portion of the contract documents, including the plans, are estimates only, and the actual amount of work required may differ somewhat from the estimates. The basis for the payment shall be the actual amount of work done and/or material fumished. 17. No Texas sales tax shall be included in the prices bid for work under this contract. This contract is issued by an organization which is qualified for exemption pursuant to the provisions of Article 10.04 (h) of the Texas Limited Sales, Excise and Use Tax Act. The contractor perfonning this contract may purchase, rent or lease all materials, supplies, equipment used or consumed in the performance of this contract by issuing to his supplier an exemption certificate complying with State Comptroller's ruling #95- 0.07. Any such exemption certificate issued by the contractor in lieu of the tax shall be subject to the provisions of the State Comptroller's ruling #95 -0.09 as amended to be effective July 1, 1979. 18. No conditional bids will be accepted. Biddoc2.doc/spec BD - 3 COMMERCIAL INDEMNITY Insurance Company BID BOND KNOW ALL MEN BY THESE PRESENTS: THAT JKL, INC., 1270 FM 2001, BUDA, TEXAS 78610 as Principal, and COMMERCIAL INDEMNITY INSURANCE COMPANY, as Surety, are held and firmly bound unto CITY OF ROUND ROCK, 221 EAST MAIN, ROUND ROCK, TEXAS 78664 as Obligee, in the full and just sum of FIVE (5 %) PERCENT OF AMOUNT BID lawful money of the United States, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, administrators, executors, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, the Principal is hereby submitting its proposal for RIGHT TURN LANE AT SOUTH WEST CORNER OF SAM BASS ROAD AND CHISHOLM TRAIL. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the aforesaid Principal shall be awarded the contract the said Principal will, within the time required, enter into a formal contract and give a good and sufficient bond to secure the performance of the terms and conditions of the contract, then this obligation to be void; otherwise, the Principal and Surety will pay unto the Obligee the difference in money between the amount of the bid of the said Principal and the amount for which the Obligee legally contracts with another party to perform the work if the latter amount be in excess of the former, but in no event shall liability hereunder exceed the penal sum hereof. Signed, sealed and delivered 17TH day of JULY 1997. JKL, INC. PRINCIPAL B By BOND NUMBER BD33471 /.0Sr . - .rI %I�� COMM RCI L INDEMNITY SURANCE COMP NY %. W.T. RAGSDALE, SEAL): - ATTORNEYdN -FACT ' I Commercial Indemnity Insurance Company COMMERCIAL P.b.Box67 INDEMNITY INSURANCE CO. Austin, Texas 78741 KNOW ALL MEN BY THESE PRESENTS: ' That the Commercial Indemnity Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas, having its principal office in Austin, Texas, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the l2'" day of May, 1996, to wit: I "Resolved, that any officer of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as Attomey- In -Fact, such persons, firms, or corporations as may be selected from time to time. ' Be It Further Resolved, that the signature of any officer and the Seal of the Company may be affixed to any such Power of Attorney or any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such powers so executed and certified by facsimile signature or facsimile seal shall be valid ' and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." Commercial Indemnity Insurance Company does hereby make, constitute and appoint: I W.T. RAGSDALE State of Texas its true and lawful attorney(s) -in -fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf, and its act and deed, as follows: ' The Obligation of the Company shall not exceed one million ($1,000,000.00) Dollars. And to bind Commercial Indemnity Insurance company thereby as fully and to the same extent as if such bond or undertaking was signed by I the duly authorized officer of the Commercial Indemnity Insurance Company, and all the acts of said Attomey(s) pursuant to the authority herein given, are hereby ratified and confirmed. I IN WITNESS WHEREOF, the Commercial Indemnity Insurance Company has caused these presents to be signed by any officer of the Company and its Corporate Seal to be hereto affixed. 1 • State of Texas ▪ County of Travis 1 1 1 1 Rudy Herzog, President ' On this 12 day of May, in the year 1996, before me Shannon McBride, a notary public, personally appeared Rudy Herzog, personally know to me to be the person who executed the within instrument as President, on behalf of the Corporation therein named and acknowledged to me that the Corporation executed it. ' Commission Expires 5 -20 -98 Shannon McBride, Notary Public CERTIFICATE ' I, the undersigned, Secretary of Commercial Indemnity Insurance Company, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked: Signed and Sealed a the said Company at Austin, Texas dated this 17T14 day of JULY 1997 Paul Cameron. Secretary BD33471 POWER OF ATTORNEY . /" \ a,.. &MO __ _sr_ f •�r wrtaraa COMMERCIAL INDEMNITY Insurance Company (formerly Commercial Lloyd's Insurance Company) IMPORTANT NOTICE To obtain information or make a complaint: You may contact Rudy Herzog, President of Operations, whose direct dial number is 512 -444 -7776. You may also fax us information at 512 -440 -0989. You may also call Commercial Indemnity Insurance Company's toll -free telephone number for information or to make a complaint at: 1- 800 - 234 -8046 You may also write to Commercial Indemnity Insurance Company : 1507 South IH -35, Austin, Texas 78741. You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1- 800 - 252 -3439 You may also write the Texas Department of Insurance: P.O. Box 149104, Austin, Texas 78714 -9104, Fax 512 -475 -1771. PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the company first. If the dispute is not resolved you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part of condition of the attached document. PROPOSAL BT DDINCr SHEET JOB NAME: Right Turn Lane at S.W. Comer of Sam Bass Road & Chisholm Trail JOB LOCATION: Round Rock, Williamson County, Texas OWNER City of Round Rock, Texas DATE: July 18, 1997 Gentlemen: Pursuant to the foregoing Notice to Bidders and Instructions to Bidders, the undersigned bidder hereby proposes to do all the work, to furnish all necessary superintendence, labor, machinery, equipment, tools, materials, insurance and miscellaneous items, to complete all the work on which he bids as provided by the attached supplemental specifications, and as shown on the plans for the construction of Right Turn Lane at S,W. Corner of Sam Bass Road & Chisholm Trail and binds himself on acceptance of this proposal to execute a contract and bond for completing said project within the time stated, for the following prices, to wit: (110 - C) 3. 385 SY (210 -A) Biddoc2.dodspectw 244 CY BD -5 BASE BTD Bid Item Description Unit hem uantity Unit and Written Unit Price Price AMCNIt 1. 1 LS Preparation of ROW. (10I -C) S. K t11004-o; +d for dollars and /lo cents. Street Excavation & Disposal of Existing Soil and Pavement (including Surface preparation). for vei - e eF4 dollars and s' cents. $ /7�, $ 4770 9 15" Flexible Base for _5"/V7 C,--/2 dollars and g).r/r7y cents. $(oY7 $ e0 $ /Co 74--) Bid Item Description Unit lgm Duantity atit and Written Unit Price Price A 4. •• (206 -B) 65 SY 9" Asphalt Stabilized Base. for ,`i Roe dollars and 1?o cents. S..3,5 $4,67 ZS 5. 392 SY 31/2" Hot Mix Asphalt Concrete (340 -B) (Type C) for .5evc 7 -irc', dollars and ,r, cents. S/7 $ !ate 6. 90 GAL Prime Coat (306) for 7�.7 dollars and ,7 cents. So/ S-107-S 7. 265 LF Concrete Curb and Gutter (430 - B) for ;;- /fir, dollars 6-0 and 1 ,47,af- cents. $ /c5 8. 1,050 SF 4' Wide, 4" Concrete Sidewalk (432 -4) for ,vi' dollars and S;' fL/ cents. $ 9. 2 EA Concrete sidewallc handicap (432) Ramps. E /0 -11,), ,f-ed S; 1 for io dollars � and 11 cents. $5 — $/7,,,x7- Biddo2.dovrpatw BD -6 Bid Item Description Unit yi_el_n Quantity Ylnik and Written Unit Price Price Amount 10. EA Light Standard Foundation (16550) (Traffic Signal Pole Foundation) ' T4Je4 1 hcAdce=l for SP „,,i. .'; ,.,.P dollars and •Y1� D cents. $,2,43 7s $453 ' 11. 1 LS Mastarm Traffic Structures. (1.5 PL.) i h ;r.� ,erne h�r,dr� ' for i-i, :,-.1 A rA t dollars and 11c cents $ 3930' $ '3 I 12. 290 SY Seeding for Erosion Control (604 - A) Meathod B (includes 4” topsoil) ' for Jn.' dollars and sr��.i4,6 / -F.' e cents. $ 1Y $ 5-07 7 so 1 13. 1 LS Barricades, Signs, & Traffic (803 -L) Handling. J /' ,L.AOJ /� f or dollars ' and -//r cents. $-/ $yi , ' 14. 250 LF Silt fence for erosion control. (642) for 04 e dollars 1 and y/,7 cents. $ /te $vSU ' 1 15. 1 EA Traffic Signs (R3 -8, lane use (824) control). I 1hr ki...widrec? f or -P F dollars and . i,-, i cents. $2,50 $ 3 SO 1 1 Biddcc2.dodspcctw BD - 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Bid Item Description jlgm Puantity Unit and Written Unit Price 16. 610 SF Pavement Marking-White. (860 -BW) 17. 175 SF (860 -BY) TOTAL BASE BID (Items 1 thru 17): STATEMENT OF SEPARATE CHARGES: Materials: All Other Charges: Total: Biddo c2.d odspe c tw for "Two dollars and 7) .o cents. °O $ Jaa a °v Pavement Marking - Yellow. for ate and f'IaA BD -8 dollars cents. Unit price a 27 Amount $SCE, oa 3 ' 7--o so el ?0 If this proposal is accepted, the undersigned agrees to execute the contract and provide necessary bonds and insurance certification as per the Instructions to Bidders and commence work within ten (10) days after written Notice to Proceed. The undersigned further agrees to complete the work in full within ninety (90) calendar days after the date of the written Notice -to- Proceed. The undersigned certifies that the bid prices contained in the proposal have been carefully checked and are submitted as correct and final. The Owner reserves the right to reject any or all bids and may waive any informalities. Respectfully Submitted, e nt" Title for Name of Firm /1F)/g7 Date Biddoc2.dac/spectw BD -8 aoo Address X12 -166.0 Telephone . e) i Secr:.. ontractor is a Corporation ......ct. OF r,I THE CITY OF ROUND ROCK ir •cr ***** r.sw4 EXTENDED PUBLIC WORKS DEPARTMENT 2008 Enterprise Dr. ( E. V/OP.0, R. 1 1 Round Rock, Texas. 78664 el • 4 6526 ' ; 41.01. 4,,E. (512) 218-5555 BID TABULATION • ---% • 6/8 .4t ' s. ' ET 4 e.e....... .11 it AND CHECKED : .• :■,- Tom Word/ L. Kumar - • 7/18/97 ' • ' " I.' : ..... 1 of 1 • : - "f.,--T , ...:. CONTRACT :Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail - BIDDERS LOCATION: City Hall JKL, Inc. Chasco Contracting Inc. Bid Bond? Yes NBS Construction, Inc. Bid Bond? Yes DATE: July 1 8, 1997 Bid Bond? Yes ITEM UNIT APPROX. QTY. UNIT PRICE COST UNIT PRICE COST UNIT PRICE COST .,.' 1. Preparation of ROW. LS 1 $6,000.00 $6,000.00 $12,000.00 $12,000.00 $34,000.00 $34,000.00 2. Street Excavation & Disposal of Existing Soill and Pavement (including Surface preparation). CY 244 $17.50 $4,270.00 $32.00 $7,808.00 $30.00 $7,320.00 3. 15" Flexible Base SY 385 $16.12 $6,206.20 $30.00 $11,550.00 $20.00 $7,700.00 4. 9" Asphalt Stabilized Base SY 65 $35.00 $2,275.00 $35.00 $2,275.00 $30.00 $1,950.00 5. 31/2" Hot Mix Asphalt Concrete (Type C) SY 392 517.50 $6,860.00 $16.00 $6,272.00 $12.00 $4,704.00 6. Prime Coat GAL 90 $2.50 $225.00 $1.50 $135.00 $1.00 $90.00' 7. Concrete Curb and Gutter LF 265 518.50 $4,902.50 $10.00 $2,650.00 $20.00 $5,300.00 8. 4'-Wide, 4" Concrete Sidewalk SF 1050 $4.60 * $4,830.00 $3.50 $3,675.00 $3.00 $3,150.00 9. Concrete sidewalk handicap ramps EA 2 $862.00 $1,724.00 $600.00 $1,200.00 $700.00 $1,400.00 10. Light Standard Foundation (Traffic Signal Pole Foundation) EA 1 $2,875.00 $2,875.00 $4,000.00 $4,000.00 $4,000.00 •,.,:` '-... $4,000.00 11. Mastarm Traffic Structures. LS 1 $3,930.00 $3,930.00 $12,000.00 $12,000.00 $10,000.00 $10,000.00 12. Seeding for Erosion Control Method 13 (includes 4" topsoil) SY 290 $1.75 $507.50 $4.00 $1,160.00 $1.00 $29b.00 13. Barricades, Signs, & Traffic Handling LS 1 54,000.00 $4,000.00 $5,000.00 $5,000.00 $2,000.00 $2,000.00 14. Silt fence for erosion control. LF 250 $1.00 $250.00 $2.50 $625.00 $2.00 $500.00 15. Traffic Signs (R3-8, lane use control) EA 1 $350.00 $350.00 $500.00 8500.00 $500.00 $500.00 16. Pavement Marking-White SF 610 $2.00 $1,220.00 $2.30 $1,403.00 $1.00 $610.00 17. Pavement Marking-Yellow SF 175 $1.50 $262.50 $2.00 $350.00 $1.00 $175.00 TOTAL: * $50,687.70 $72,603.00 $83,689.00 The amount reflects corrected total. sam-rt-In-biabidtab/twspecs • 3.0 POST BID DOCUMENTS AGREEMENT THE STATE OF TEXAS COUNTY OF WILLIAMSON THIS AGREEMENT, made and entered into this eq day of between the CITY OF ROUND ROCK, TEXAS acting through it's Part, hereinafter termed the OWNER, and Z"15 L , 2„ 23uclA County of Nays Texas , Party of the Second Part, hereinafter termed A.D. 199, by and a Vor, Party of the First of the City of State of Contractor. WTTNESSETH: That for and in consideration of the payments and agreements hereinafter mentioned, to be made and performed by said First Party (Owner), the said Second Party (Contractor), hereby agrees with the first Party to commence and complete the construction of certain improvements at the prices set forth in the Contractor's Proposal dated for certain improvements described as follows: Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail The Contractor shall perform all work shown on the Plans and described in the Contract and shall meet all requirements of this Agreement, the General and Special Conditions of the Contract; and such Orders and Agreements for Extra Work as may subsequently be entered by the above named parties to this Agreement. The Contractor hereby agrees to commence work under this contract within 10 consecutive calendar days after that date of the Notice to Proceed and shall cause work to progress in a manner satisfactory to the Owner. Such work shall be completed in full within thirty (30) calendar days after the date of the written Notice to Proceed. Time is of the essence to this contract. The Owner agrees to pay the Contractor in current funds, and to make payments on account, for the performance of the work in accordance with the Contract, at the prices set forth in the Contractor's Proposal, subject to additions and deductions, all as provided in the General Conditions of the Agreement. Po,tbld.somhpect, PBD -1 AGREEMENT - continued The following documents together with this Agreement, comprise the Contract, and they are fully a part thereof as if herein repeated in full: The Notice to Bidders The Instruction to Bidders The Proposal and Bidding Sheets The Performance & Payment Bonds The General Conditions of Agreement The Special Conditions of Agreement The Technical Specifications Addenda Change Orders The Certificate of Insurance The Plans 1N WITNESS WHEREOF the Parties to these presents have executed this Agreement in multiple originals in the year and day first above written. A S� By iil Ci ecretary By: Secretary, Contractor is a Corporation or otherwise registered with the Secretary of the State Po,tbld.antspectw PBD -2 By: Party of the First ' • Owner) Mayor - City of Round Rock By: Party o the Second Part (Contractor) „ThMa Zip THE STATE OF TEXAS COUNTY OF WILLIAMSON Postbid.aamlepectw PERFORMANCE BOND PBD -3 • BOND NO.BD33562 KNOW ALL MEN BY THESE PRESENTS: That JiL, INC . of the City of BUDA County of HAYS and State of TEXAS , as Principal, and orized under the law of the State of Texas to act as surety on bonds for principals, are held and firmly bound unto THE CITY OF ROUND ROCK, TEXAS, (Owner), in the penal sum of FIFTY THOUSAND TWENTY -THREE AND 40/100 dollars ($ 50,023.40 ) for the payment whereof, well and truly to be made the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, by these presents: WHEREAS, the P rincipal has entered into a certain written contract with the Owner dated the 11TH day of AUGUST , 19 97 to which the contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein consisting of: Right Turn Lane at S.V. Corner of Sam Bass Road & Chisholm Trail NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform said Contract and shall, in all respects, duly and faithfully observe and perform all and singular the covenants, conditions and agreements in and by said Contract, agreed and covenanted by the Principal to be observed and performed, including but not limited to, the repair of any and all defects in said work occasioned by and resulting from defects in materials furnished by or workmanship of the Principal in performing the work covered by said Contract and occurring within a period of twelve (12) months from the date of the contract Completion Certificate and all other covenants and conditions, according to the true intent and meaning of said Contract and the Plans and Specifications hereto annexed, then this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253, Texas Government code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter 2253 to the same extent as if it were copied at length herein. PERFORMANCE BOND (continued) Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the term of the contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in anywise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder. N WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this 11TH day Of AUGUST 19 97 . JKL. INC. Principal . Title ; 1270 , Address' BUDA, TEXAS 78610 Resident Agent of Surety: W.T. RAGSDALE Printed Name 1507 SOUTH IH 35 Address AUSTIN, TEXAS 78741 City, State & Zip Code � Signature Poetbld samlapectn PBD -4 - COMMERCIAL INDEMNITY INSURANCE•a.CQMPANY Surety By: gam W.T. RAGS E .. ATTORNEY -IN -F Title 1507 SOUTH IH 35, Address AUSTIN, TEXAS 78741 THE STATE OF TEXAS COUNTY OF WILLIAMSON KNOW ALL MEN BY THESE PRESENTS: That JXL, INC. , of the City of BUDA , County of HAYS and State of TEXAS as Principal, and igtiERCIALCINrltlt lid under the laws of the NcE State of Texas to act as Surety on Bonds for Principals, are held and firmly bound unto THE CITY OF ROUND ROCK, (OWNER), and all subcontractors, workers, laborers, mechanics and suppliers as their interest may appear, all of whom shall have the right to sue upon this bond, in the penal sum Of FIFTY THOUSAND TWENTY —THREE AND 40/100 Dollars ($50,023.40 ) for the payment whereof well and truly be made the said Principal and Surety bind themselves and their heirs, administrators, executors, successors, and assigns, jointly and severally, by these presents: WHEREAS, the Principal has entered into a certain written contract with the Owner, dated the 1 1 TH day of AUGUST , 19 97, to which Contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein consisting of: Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall well and truly pay all subcontractors, workers, laborers, mechanics, and suppliers, all monies to them owing by said Principals for subcontracts, work, labor, equipment, supplies and materials done and furnished for the construction of the improvements of said Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253, Texas Govemment code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter 2253 to the same extent as if it were copied at length herein. Poatbldaa,W,pect,, PAYMENT BOND BOND NO.BD33562 PBD -5 1 1 1 1 1 1 1 1 1 1 1 1 1 ' 1 1 1 PAYMENT BOND (continued) Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications or drawings accompanying the same shall in anywise affect it's obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this Instrument this 11 TH day of AUGUST , 1997 . JKL, INC. Title r 1270 FM 2001, Address BUDA, TEXAS 78610 Resident Agent of Surety: W.T. RAGSDALE Printed Name 1507 SOUTH IH 35 Address AUSTIN, TEXAS 78741 City, State & Zip Code Pastbl Signature PBD -6 COMMERCIAL INDEMNITY INSURANCE COMPANY Surety n By: ATTORNEY —IN —F r T Title 1507 SOUTH IH 35, Address W.T. RAGSD AUSTIN, TEXAS 78741 BOND NUMBER BD33562 That we, JKL, INC. MAINTENANCE BOND KNOW ALL MEN BY THESE PRESENTS, AMOUNT $50,023.40 (hereinafter called the "Principal) as Principal, and the TNStIRAN( a Corporation duly organized under the laws of the State of TEXAS and duly licensed to transact business in the State of TEXAS (hereinafter called the "Surety"), as Surety, are held and firmly bound unto THE CITY OF ROUND ROCK, TEXAS (hereinafter called the "Obligee "), in the sum Of FIFTY THOUSAND TWENTY —THREE AND 4 0/ 1 00 dollars ($ 50,023.40 ) for the payment of which sum well and truly to be made, we, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly, by these presents. Sealed with our seals and dated this 11TH day of AUGUST , A.D. nineteen hundred and NINETY - SEVEN , WHEREAS, the said Principal has heretofore entered into a contract with CITY OF ROUND ROCK Dated 11TH DAY OF AUGUST , 1997 , for construction of: WHEREAS, the said Principal is required to guarantee the construction of all improvements installed under said contract, against defects in materials or workmanship, which may develop during the period of ONE year(s) from the date of acceptance of the project above described, by Owner: The City of Round Rock, Texas NOW, THEREFORE, THE CONDITIONS OF THE OBLIGATIONS IS SUCH that if said Principal shall faithfully carry out and perform the said guarantee, and shall, on due notice, repair and make good at its own expense any and all defects in materials or workmanship in the said work which may develop during the period of ONE year(s) from the date of acceptance of the project above described, by Owner: The City of Round Rock, Texas Po tbid.,am/apechr Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail PBD -9 MAINTENANCE BOND (continued) OR shall pay over, make good and reimburse to the said Obligee all loss and damage which said Obligee may sustain by reason of failure or default of said Principal so to do, then this obligation shall be null and void; otherwise shall remain in full force and effect. JKL, INC. Principal Postb(d.umhpectw COMMERCIAL INDEMNITY INSURANCE COMPANY // / By W.T. RAGSDA Surety, PBD-10 , ATTORNEY —IN —FACT 1 Commercial Indemnity Insurance Company COMMERCIAL BD33562 P.O. Box 67 INDEMNITY INSURANCE CO. POWER OF ATTORNEY ' Austin, Texas 78741 KNOW ALL MEN BY THESE PRESENTS: ' That the Commercial Indemnity Insurance Company, a Corporation duly organized and existing under the laws of the State of Texas, having its principal office in Austin, Texas, pursuant to the following resolution, adopted by the Board of Directors of the said Company on the 12 day of May, 1996, to wit: I "Resolved, that any officer of the Company shall have authority to make, execute and deliver a Power of Attorney constituting as Attorney - In -Fact, such persons, firms, or corporations as may be selected from time to time. I Be It Further Resolved, that the signature of any officer and the Seal of the Company may be affixed to any such Power of Attomey or any certificate relating thereto by facsimile, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such powers so executed and certified by facsimile signature or facsimile seal shall be valid I and binding upon the Company in the future with respect to any bond or undertaking to which it is attached." Commercial Indemnity Insurance Company does hereby make, constitute and appoint: W.T. RAGSDALE State of Texas its true and lawful attorney(s) -in -fact, with full power and authority hereby conferred in its name, place and stead, to sign, execute, acknowledge and deliver in its behalf, and its act and deed, as follows: 1 The Obligation of the Company shall not exceed one million ($1,000,000.00) Dollars. And to bind Commercial Indemnity Insurance company thereby as fully and to the same extent as if such bond or undertaking was signed by ' the duly authorized officer of the Commercial Indemnity Insurance Company, and all the acts of said Attomey(s) pursuant to the authority herein given, are hereby ratified and confirmed. ' IN WITNESS WHEREOF, the Commercial Indemnity Insurance Company has caused these presents to be signed by any officer of the Company and its Corporate Seal to be hereto affixed. 1 I Commission Expires 5 -20 -98 CERTIFICATE 1 1 1 Signed and Sealed a the said Company at Austin, Texas dated this Rudy Herzog, Pr I State of Texas County of Travis ' On this 12" day of May, in the year 1996, before me Shannon McBride, a notary public, personally appeared Rudy Herzog, personally know to me to be the person who executed the within instrument as President, on behalf of the Corporation therein named and acknowledged to me ▪ that the Corporation executed it. Shannon McBride, Notary Public /.\ sw.arznoe IC wra ▪ I, the undersigned, Secretary of Commercial Indemnity Insurance Company, DO HEREBY CERTIFY that the foregoing and attached Power of Attorney and Certificate of Authority remains in full force and has not been revoked: 1 1 TH day of AUGUST , 19 97 Paul Cameron. Secretary COMMERCIAL INDEMNITY Insurance Company (formerly Commercial Lloyd's Insurance Company) IMPORTANT NOTICE To obtain information or make a complaint: You may contact Rudy Herzog, President of Operations, whose direct dial number is 512 -444 -7776. You may also fax us information at 512 -440 -0989. You may also call Commercial Indemnity Insurance Company's toll -free telephone number for information or to make a complaint at: 1- 800- 234 -8046 You may also write to Commercial Indemnity Insurance Company : 1507 South IH -35, Austin, Texas 78741. You may contact the Texas Department of Insurance to obtain information on companies, coverages, rights or complaints at: 1- 800 - 252 -3439 You may also write the Texas Department of Insurance: P.O. Box 149104, Austin, Texas 78714 -9104, Fax 512 -475 -1771. PREMIUM OR CLAIM DISPUTES: Should you have a dispute concerning your premium or about a claim you should contact the company first. If the dispute is not resolved you may contact the Texas Department of Insurance. ATTACH THIS NOTICE TO YOUR POLICY: This notice is for information only and does not become a part of condition of the attached document. THE STATE OF TEXAS COUNTY OF WILLIAMSON Poatbid.aamhpectw PERFORMANCE BOND KNOW ALL MEN BY THESE PRESENTS: That of the City of , County of , and State of , as Principal, and authorized under the law of the State of Texas to act as surety on bonds for principals, are held and finely bound unto THE CITY OF ROUND ROCK, TEXAS, (Owner), in the penal sum of dollars ($ ) for the payment whereof well and truly to be made the said Principal and Surety bind themselves, and their heirs, administrators, executors, successors and assigns, jointly and severally, by these presents: WHEREAS, the Principal has entered into a certain written contract with the Owner dated the day of , 19 to which the contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein consisting of: Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail NOW, THEREFORE, THE CONDITIONS OF THIS OBLIGATION IS SUCH, that if the said Principal shall faithfully perform said Contract and shall, in all respects, duly and faithfully observe and perform all and singular the covenants, conditions and agreements in and by said Contract, agreed and covenanted by the Principal to be observed and performed, including but not limited to, the repair of any and all defects in said work occasioned by and resulting from defects in materials furnished by or workmanship of, the Principal in performing the work covered by said Contract and occurring within a period of twelve (12) months from the date of the contract Completion Certificate and all other covenants and conditions, according to the true intent and meaning of said Contract and the Plans and Specifications hereto annexed, then this obligation shall be void; otherwise to remain in full force and effect; PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253, Texas Government code, as amended, and all liabilities on this bond shall be determined in accordance with the provisions of said Chapter 2253 to the same extent as if it were copied at length herein. PBD -3 PERFORMANCE BOND (continued) Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the term of the contract, or to the work performed thereunder, or the plans, specifications, or drawings accompanying the same, shall in anywise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this instrument this day of , 19 Principal Surety By: By: Title Title Address Address Resident Agent of Surety: Printed Name Address City, State & Zip Code Signature Pastbld.samhpectw PBD -4 1 1 PAYMENT BOND 1 THE STATE OF TEXAS 1 COUNTY OFWILLIAMSON I KNOW ALL MEN BY THESE PRESENTS: That , of the City of County of , and State of as Principal, and authorized under the laws of the I State of Texas to act as Surety on Bonds for Principals, are held and firmly bound unto THE CITY OF ROUND ROCK, (OWNER), and all subcontractors, workers, laborers, mechanics and suppliers as their interest may appear, all of whom shall have the right to sue I upon this bond, in the penal sum of Dollars ($ ) for the payment whereof well and truly be made the said Principal and Surety bind themselves and their heirs, ' administrators, executors, successors, and assigns, jointly and severally, by these presents: WHEREAS, the Principal has entered into a certain written contract with the Owner, dated I the day of , 19 which Contract is hereby referred to and made a part hereof as fully and to the same extent as if copied at length herein consisting of: I Ri2ht Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail I NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION IS SUCH, that if the said Principal shall well and truly pay all subcontractors, workers, laborers, mechanics, and suppliers, all monies to them owing by said Principals for subcontracts, work, labor, ' equipment, supplies and materials done and furnished for the construction of the improvements of said Contract, then this obligation shall be and become null and void; otherwise to remain in full force and effect. I PROVIDED, HOWEVER, that this bond is executed pursuant to the provisions of Chapter 2253, Texas Government code, as amended, and all liabilities on this bond shall be ' detennined in accordance with the provisions of said Chapter 2253 to the same extent as if it were copied at length herein. 1 1 1 Po tbidanm/epectw PBD -5 1 PAYMENT BOND (continued) Surety, for value received, stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract, or to the work performed thereunder, or the plans, specifications or drawings accompanying the same shall in anywise affect its obligation on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract, or to the work to be performed thereunder. IN WITNESS WHEREOF, the said Principal and Surety have signed and sealed this Instnunent this day of , 19 . Principal Surety By: By: Title Title Address Address Resident Agent of Surety: Printed Name Address City, State & Zip Code Pmtbid., m,pectw Signature PBD-6 A■O■i,i4® CERTIFICATE OF INSURANCE - ISSUEDATE`0.) 08/07617 o va®.. Frank Slddons IDs Agency, Inc P 0 B B o 2x 1 (255 Centre) 41100 Austin TX 78768 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND 011 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. COMPANIES AFFORDING COVERAGE TE COMPANY A I LET CNA-CONT1NENTAL CASUALTY COMPANY B CNA- VALLEY FORGE INS. CO. LETTER INSURED COMPANY /. ,AG. Inc. LETTER C 14701 S IH35, Bldg. 2 COMPANY Buda TX 78610 LETTER U COMPANY E LETTER COVIHAUES ......... . .. _.. _.. THIS 5 TO CERTIFY THAT THE POUCES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INS 1 RED -MED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REOUIREMEN1; TERM OR CONDITION OF ANY GON OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POUCIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. W TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE DATE (moan POLICY E7PYWATION OA1E (MMODA'Y) WETS A GENERAL X LIABILITY COMMERCIAL GENERAL LU,BLINY Al23369868 09/21/96 09/21/97 GENERAL AGGREGATE IS 2,000,000 PRODUCTS-COMP/OP AGG S 2,000,000 PERSONAL L ADV. INJURY S 1,000,000 CLAIMS MADE f X 1 OCCUR OWNERS B CONTRACTORS PROT. EACH OCCURRENCE :S 1,000,000 FIRE DAMAGE (Any one Aa) $ 50,000 MED. EXPENSE (My one person) $ 5,000 A AUTOMOBILE X - X X UAMUTY ANY auto ALL OWNED AUTOS SCHEDULED AUTOS HIRED AUTOS RCN-OWNED AUTOS GARAGE LIABILITY , BUAl23368871._-_., ____ - 09/21/96,_ /21/87_ COMBINED 65751E LIAR .f 1,000,000 BODILY INJURY ,5 (Pe pan) BODILY INJURY (Per =idan) PROPERTY DAMAGE .8 A E%CESSLUBNITY X UMBRELLA FORM OTHER THAN UMBRELLA FORM Al29817098 09/21/06 09/21/97 EACH OCCURRENCE . S 1,000,000 AGGREGATE 9 1,000,000 '"" n �' r B WORKERS COMPENSATION AND EMPLOYERS' WC135620637 09/29/96 09/21/97 X STATUTORY L EACH ACCIDENT S 500,000 DISEASE - POLICY LIMIT S 500,000 DISEASE - EACH EMPLOYEE I 0 500,000 OTHFA DWCRIPRON OF OP9UTION6SOCATION6NEHICIWASPWIAL RBIS RE RIGHT TURD LANE S CORNER SAM BASE RD AFD CHISOA TRAIL GENERAL LIABILITY AND AUTO LIABILITY POLICIES INCLUDE AS ADDITIONAL INSURED THE CITY OF ROUND RDN, TX CERTIFICATE HOLDER CANCELLATION , , _ _: .'+ S 0r D ANY OF THE ABOVE POLICIES BE�GATJGE BEFORE HENf EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENRRMDDC<XXXXXXX i MAIL 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE CITY AS ROUND ROCK 0600E0EE2l &AXXXX)00000( 221 EAST MAIN STREET BA1t LEFT, Xi 9MBOR5R t0 RXXXXXRS 0t1FXXXk7 l9 221 kDLAXXIbXRNXXIAtAX=X1Ex7 NLAl0EliAWNRANXX ARXdfGANAX XXi(xftRAAAANR9(NK &1tXXXXXXXXXX( ROUND ROCK TX 78664 'EXCEPT 10 DAYS FOR NON • ° MENT OF PREMIUM AUNNORIZED REPRESENTAT /�� - - CORPORATION �ICORD"25 S"(7/d0) .... 6AOORD 1090 1 1 1 1 1 1 J 1 1 1 1 1 1 1 1 1 1 1 To: City of Round Rock 221 East Main Street Round Rock, Texas 78664 CERTIFICATE OF INSURANCE Date: Description of Work THIS IS TO CERTIFY THAT is, at the date of this certificate, insured by this company with respect to the business operations hereinafter described, for the types of insurance and in accordance with the provisions of the standard policies used by this company, and further hereinafter described. Exceptions to standard policies are noted on the reverse side hereof. TYPE OF POLICY EFFECTIVE EXPIRATION LIMITS OF INS. NO. DATE DATE LIABILITY Statutory, State of Workmen's Texas, $ Compensation Employer's Liability Comprehensive Bodily Injury General $ /person Liability $ /person Includes Contractual Liability Covers Property Damage Independent $ /accident Contractors $ aggregate Owner's Protective Contractors postbidmHUspee PBD -7 Bodily Injury $ /person $ /accident Property Damage $ /accident• $ aggregate Certificate of Insurance (continued) Comprehensive Bodily Injury Automobile $ /person Liability $ /accident Owned Vehicles Property Damage Hired Vehicles Non -owned Vehicles Includes Contractual Liability Contractual Liability $ /accident The above policies either in the body thereof or by appropriate endorsement provide that they may not be changed or canceled by the insurer in less than thirty (30) days after the insured has received written notice of such change or cancellation. The Certificate of Insurance neither affirmatively or negatively amends extends, or alters the coverage afforded by policy or policies indicated by this certificate. postbidmstf pec Name of Insurer By: Title: Address: PBD -8 That we, Sealed with our seals and dated this and PostbIasandspectw MAINTENANCE BOND BOND NUMBER AMOUNT KNOW ALL MEN BY THESE PRESENTS, (hereinafter called the "Principal") as Principal, and the a Corporation duly organized under the laws of the State of and duly licensed to transact business in the State of (hereinafter called the "Surety"), as Surety, are held and firmly bound unto THE CITY OF ROUND ROCK, TEXAS (hereinafter called the "Obligee "), in the sum of dollars ($ ) for the payment of which sum well and truly to be made, we, the said Principal and the said Surety, bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly, by these presents. PBD - 9 day of , A.D. nineteen hundred WHEREAS, the said Principal has heretofore entered into a contract with Dated , 19 � for construction of: Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail WHEREAS, the said Principal is required to guarantee the construction of all improvements installed under said contract, against defects in materials or workmanship, which may develop during the period of year(s) from the date of acceptance of the project above described, by Owner: The City of Round Rock, Texas NOW, THEREFORE, THE CONDITIONS OF THE OBLIGATIONS IS SUCH, that if said Principal shall faithfully carry out and perform the said guarantee, and shall, on due notice, repair and make good at its own expense any and all defects in materials or workmanship in the said work which may develop during the period of year(s) from the date of acceptance of the project above described, by Owner: The City of Round Rock, Texas 1 1 MAINTENANCE BOND (continued) I OR shall pay over, make good and reimburse to the said Obligee all loss and damage which said Obligee may sustain by reason of failure or default of said Principal so to do, then this obligation shall be null and void; otherwise shall remain in full force and effect. 1 Principal Surety I By By 1 1 1 1 1 1 1 1 1 1 1 1 1 Poatbld.wMapectw PBD-10 4.0 GENERAL CONDITIONS 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Contents 1. Definition of Terms 1.01 - Owner, Contractor and Engineer 1.02 - Contract Documents 1.03 - Subcontractor 1.04 - Sub - Subcontractor 1.05 - Written Notice 1.06 - Work 1.07 - Extra Work 1.08 - Working Day 1.09 - Calendar Day 1.10 - Substantially Completed General Conditions of Agreement 2. Responsibilities of the Engineer and the Contractor 2.01 - Owner- Engineer Relationship 2.02 - Professional Inspection by Engineer 2.03 - Payments for Work 2.04 - Initial Determinations 2.05 - Objections 2.06 - Lines and Grades 2.07 - Contractor's Duty and Superintendence 2.08 - Contractor's Understanding 2.09 - Character of Workers 2.10 - Contractor's Buildings 2.11 - Sanitation 2.12 - Shop Drawings 2.13 - Preliminary Approval 2.14 - Defects and Their Remedies 2.15 - Changes and Alterations 2.16 - Inspectors gencond msVSpcc GC -1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3. General Obligations and Responsibilities 3.01 - Keeping of Plans and Specifications Accessible 3.02 - Ownership of Drawings 3.03 - Adequacy of Design 3.04 - Right of Entry 3.05 - Collateral Contracts 3.06 - Discrepancies and Omissions 3.07 - Equipment, Materials and Construction Plant 3.08 - Damages 3.09 - Protection Against Accident to Employees and the Public 3.10 - Performance and Payment Bonds 3.11 - Losses from Natural Causes 3.12 - Protection of Adjoining Property 3.13 - Protection Against Claims of Subcontractors, etc. 3.14 - Protection Against Royalties or Patented Invention 3.15 - Laws and Ordinances 3.16 - Assignment and Subletting 3.17 - Indemnification 3.18 - Insurance 3.19 - Final Clean-Up 3.20 - Guarantee Against Defective Work 3.21 - Testing of Materials 3.22 - Wage Rates 4. Prosecution and Progress 4.01 - Time and Order of Completion 4.02 - Extension of Time 4.03 - Hindrances and Delays 5. Measurement and Payment 5.01 - Quantities and Measurements 5.02 - Estimated Quantities 5.03 - Price of Work 5.04 - Partial Payments 5.05 - Use of Completed Portions 5.06 - Final Completion and Acceptance 5.07 - Final Payment 5.08 - Payments Withheld 5.09 - Delayed Payments gencond mst'spec GC -2 6. Extra Work and Claims 6.01 Change Orders 6.02 Minor Changes 6.03 Extra Work 6.04 Time of Filing Claims 6.05 Continuing Performance 6.06 Arbitration 7. Abandonment of Contract 7.01 Abandonment by Contractor 7.02 Abandonment by Owner 8. Subcontractors 8.01 Award of Subcontracts for Portions of Work 8.02 Subcontractual Relations 8.03 Payments to Subcontractors 9. Separate Contracts 9.01 Owner's Right to Award Separate Contracts 9.02 Mutual Responsibility of Contractors 9.03 Cutting and Patching Under Separate contracts 10. Protection of Persons and Property 10.01 Safety Precautions and Programs 10.02 Safety of Persons and Property 10.03 Location and Protection of Utilities gencond msUspec GC -3 1. Definition of Teams 1.01 Owner, Contractor and Engineer The Owner, the Contractor and the Engineer and those persons or organization identified as such in the Agreement and are referred to throughout the contract Documents as if singular in number and masculine in gender. The term Engineer means the Engineer or his duly authorized representative. The Engineer shall be understood to be the Engineer of the Owner, and nothing contained in the Contract Documents shall create any contractual or agency relationship between the Engineer and the Contractor. 1.02 Contract Documents gencond mat :spec General Conditions of Agreement The Contract Documents shall consist of the Notice to Contractors, Instructions to Bidders, Proposal, Signed Agreement, Performance and Payment Bonds (when required), Special Bonds (when required), General Conditions of the Agreement, Construction Specifications, Plans and all modifications thereof incorporated in any of documents before the execution of the agreement. The Contract Documents are complementary, and what is called for by any one shall be as binding as if called for by all. In case of conflict between any of Contract documents, priority of interpretation shall be in the following order: Signed Agreement, Performance and Payment Bonds, Special Bonds (if any), Proposal, Special Conditions of Agreement, Notice to Contractors, Technical Specifications, Plans, and General Conditions of Agreement. 1.03 Subcontractor The term Subcontractor, as employed herein, includes only those having a direct contract with the Contractor and it includes one who furnishes material worked to special design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked. 1.04 Sub - subcontractor The term Sub - Subcontractor means one who has a direct or indirect contract with a sub- contractor to perform any of the work at the site and includes one who furnishes material worked to a special design according to the plans or specifications of this work, but does not include one who merely furnishes material not so worked. GC -4 1.05 Written Notice 1.06 Work gencond msVspec Written notice shall be deemed to have been duly served if delivered in person to the individual or to an officer of the corporation for whom it is intended, or if delivered at or sent by registered mail to the last business address known to him who gives the notice. The Contractor shall provide and pay for all materials, machinery, equipment, tools, superintendence, labor, services, insurance, and all water, light, power, fuel, transportation and other facilities necessary for the execution and completion of the work covered by the contract documents. Unless otherwise specified, all materials shall be new and both workmanship and materials shall be of a good quality. The Contractor shall, if required, furnish satisfactory evidence as to the kind and quality of materials. Materials or work described in words which so applied have a well known technical or trade meaning shall be held to refer to such recognized standards. 1.07 Extra Work The term "Extra Work" as used in this contract shall be understood to mean and include all work that may be required by the Engineer or Owner to be done by the Contractor to accomplish any change, alteration or addition to the work shown upon the plans, or reasonably implied by the specifications, and not covered by the Contractor's Proposal, except as provided under "Changes and Alteration," herein. 1.08 Worldng Day A "Working Day" is defined as any day not including Saturdays, Sundays or any legal holidays, in which weather or other conditions, not under the control of the Contractor, will permit construction of the principal units of the work for a period of not less than seven (7) hours between 7:00 a.m. and 6:00 p.m. 1.09 Calendar Day "Calendar Day" is any day of the week or month, no days being excepted. 1.10 Substantially Completed By the term "substantially completed" is meant that the structure has been made suitable for use or occupancy or the facility is in condition to serve its intended purpose, but still may require minor miscellaneous work and adjustment. GC -5 2. Responsibilities of the Engineer and the Contractor 2.01 Owner-Engineer Relationship gencond ms✓spee The Engineer will be the Owner's representative during construction. The duties, responsibilities and (imitations of authority of the Engineer as the Owner's representative during construction are as set forth in the Contract Documents and shall not be extended or limited without written consent of the Owner and Engineer. The Engineer will advise and consult with the Owner, and all of Owner's instructions to the Contractor shall be issued through the Engineer. 2.02 Professional Inspection by Engineer The Engineer shall make periodic visits to the site to familiarize himself generally with the progress of the executed work and to determine if such work generally meets the essential performance and design features and the technical and functional engineering requirements of the Contract Documents; provided and except, however, that the Engineer shall not be responsible for making any detailed, exhaustive, comprehensive or continuous on -site inspection of the quality or quantity of the work or be in any way responsible, directly or indirectly, for the construction means, methods, techniques, sequences, quality, procedures, programs, safety precautions or lack of same incident thereto or in connection therewith. Notwithstanding any other provision of this agreement or any other Contract Document, the Engineer shall not be in any way responsible or liable for any acts, errors, omissions or negligence of the Contractor, any Subcontractor or any of the Contractor's or Subcontractor's agents, servants or employees or any other person, firm or corporation performing or attempting to perform any of the work. 2.03 Payments for Work The Engineer shall review Contractor's applications for payment and supporting data, determine the amount owed to the Contractor and recommend, in writing, payment to Contractor in such amounts; such recommendation of payment to Contractor constitutes a representation to the Owner of Engineer's professional judgement that the work has progressed to the point indicated to the best of his knowledge, information and belief, but such recommendation of an application for payment to Contractor shall not be deemed as a representation by Engineer that Engineer has made any examination to determine how or for what purpose Contractor has used the moneys paid on account of the Contract price. GC -6 2.04 Initial Determinations The Engineer initially shall determine all claims, disputes and other matters in question between the Contractor and the Owner relating to the execution or progress of the work or the interpretation of the Contract Documents and the Engineer's decision shall be rendered in writing within a reasonable time, which shall not be construed to be less than ten (10) days. Appeal to arbitration upon mutual agreement may be taken as if his decision had been rendered against the party appealing. 2.05 Objections gencond ms'/spec In the event the Engineer renders any decision which, in the opinion of either party hereto, is not in accordance with the meaning and intent of this contract, either party may file with the Engineer within thirty (30) days his written objection to the decision, and by such action may reserve the right to submit the question so raised to arbitration as hereinafter provided. 2.06 Lines and Grades Unless otherwise specified, all lines and grades shall be furnished by the Engineer or his representative. Whenever necessary, construction work shall be suspended to permit performance of this work, but such suspension will be as brief as practicable and the Contractor shall be allowed no extra compensation therefor. The contractor shall give the Engineer ample notice of the time and place where lines and grades will be needed. All stakes, marks, etc., shall be carefully preserved by the Contractor, and in case of careless destruction or removal by him or his employees, such stakes, marks, etc., shall be replaced at the Contractor's expense. 2.07 Contractor's Duty and Superintendence The Contractor shall give adequate attention to the faithful prosecution and completion of this contract and shall keep on the work, during its progress, a competent 'English- speaking superintendent and any necessary assistants to supervise and direct the work. The superintendent shall represent the Contractor in his absence and all directions given to him shall be as binding as if given to the Contractor. The Contractor is and at all times shall remain an independent contractor, solely responsible for the manner and method of completing his work under this contract, with full power and authority to select the means, method and manner of performing such work, so long as such methods do not adversely affect the completed improvements, the Owner and Engineer being interested only in the result obtained and conformity of .such completed improvements to the plans, specifications and contract. Likewise, the Contractor shall be solely responsible for the safety of himself, his GC -7 employees and other persons, as well as for the protection and safety of the improvements being erected and the property of himself or any other person, as a result of his operations hereunder. Engineering construction drawings and specifications as well as any additional information concerning the work to be performed passing from or through the Engineer shall not be interpreted as requiring or allowing Contractor to deviate from the plans and specifications, the intent of such drawings, specifications and any other such information being to define with specificity the agreement of the parties as to the work the Contractor is to perform. Contractor shall be fully and completely liable, at his own expense, for design, construction, installation and use, or non -use of all items and methods incident to performance of the contract, and for all loss, damage or injury incident thereto, either to person or property, including, without limitation, the adequacy of all temporary supports, shoring, bracing, scaffolding, machinery or equipment, safety precautions or devices, and similar items or devices used by him during construction. Any review of work in process, or any visit or observation during construction, or any clarification of plans and specifications, by the Engineer or Owner, or any agent, employee, or representative of either of them, whether through personal observation on the project site or by means of approval of shop drawings for temporary construction or construction processes, or by other means or method, is agreed by the Contractor to be for the purpose of observing the extent and nature of work completed or being performed, as measured against the drawings and specifications constituting the contract, or for the purpose of enabling Contractor to more fully understand the plans and specifications so that the completed construction work will conform thereto, and shall in no way relieve the Contractor from full and complete responsibility for the proper performance of his work on the project, including but not limited to the propriety of means and methods of the Contractor in performing said contract, and the adequacy of any designs, plans or other facilities for accomplishing such performance. Deviation by the Contractor from plans and specifications that may have been in evidence during any such visitation or observation by the Engineer, or any of his representatives, whether called to the contractor's attention or not shall in no way relieve Contractor from his responsibility to complete all work in accordance with said plans and specifications. 2.08 Contractor's Understanding gencond mu /spee It is understood and agreed that the Contractor has, by careful examination, satisfied himself as to the nature and location of the work, the conformation of the ground, the character, quality and quantity of the materials to be encountered, the character of equipment and facilities needed preliminary to and during the prosecution of the work, the general and local conditions, and all other matters which can in any way effect the work under this contract. The Contractor agrees that he will make no claim against the Owner or the Engineer if, in the prosecution of the work, he finds that the actual site or subsurface conditions encountered do not conform to those indicated by excavation, test excavation, test procedures, borings, explorations or other subsurface excavations. No verbal agreement or conversation with any officer, agent or employee of the Owner or GC -8 Engineer either before or after the execution of this contract, shall affect or modify any of the terms or obligations herein contained. 2.09 Character of Workers The Contractor agrees to employ only orderly and competent workers, skillful in the performance of the type of work required under this contract, to do the work; and agrees that whenever the Engineer shall inform him in writing that any workers on the work are, in his opinion, incompetent, unfaithful or disorderly, or refuse instructions from the Engineer in the absence of the Superintendent, such worker shall be discharged from the work and shall not again be employed on the work without the Engineer's written consent. No illegal alien may be employed by any Contractor for work on this project, and a penalty of $500.00 per day will be assessed for each day and for each illegal alien who works for the Contractor at this project. 2.10 Contractor's Buildings The building of structures for housing workers, or the erection of tents or other forms of protection, will be permitted only at such places as the Engineer shall direct, and the sanitary conditions of the grounds in or about such structures shall at all times be maintained in a manner satisfactory to the Engineer. 2.11 Sanitation Necessary sanitary conveniences for the use of laborers on the work, properly secluded from public observation, shall be constructed and maintained by the Contractor in such manner and at such points as shall be approved by the Engineer, and their use shall be strictly enforced. 2.12 Shop Drawings gencond.msVspee The Contractor shall submit to the Engineer, with such promptness as to cause no delay in his own work or in that of any other Contractor, four (4) checked copies, unless otherwise specified, of all shop and/or setting drawings and schedules required for the work of the various trades, and the Engineer shall pass upon them with reasonable promptness, making desired corrections. The Contractor shall make any corrections required by the Engineer, file with him two (2) corrected copies and furnish such other copies as may be needed. The Engineer's review of such drawings or schedules shall not relieve the Contractor from responsibility for deviations from drawings or specifications, unless he has in writing called the Engineer's attention to such deviations at the time of submission, nor shall it relieve him from responsibility for errors of any sort in shop drawings or schedules. It shall be the Contractor's responsibility to fully and completely review all shop drawings to ascertain their effect on his ability to perform the required contract work in accordance with the plans and specifications and within the contract GC -9 time. gencond mso'spec Such review by the Engineer shall be for the sole purpose of determining the general conformity of said shop drawings or schedules to result in finished improvements in conformity with the plans and specifications, and shall not relieve the Contractor of his duty as an independent contractor as previously set forth, it being expressly understood and agreed that the Engineer does not assume any duty to pass upon the propriety or adequacy of such drawings or schedules, or any means or methods reflected thereby, in relation to the safety of either person or property during Contractor's performance hereunder. 2.13 Preliminary Approval The Engineer shall not have the power to waive the obligations of this contract for the furnishing by the Contractor of good material, and of his performing good work as herein described, and in full accordance with the plans and specifications. No failure or omission of the Engineer to discover, object to or condemn any defective work or material shall release the Contractor from the obligations to fully and properly perform the contract, including without limitations, the obligation to at once tear out, remove and properly replace the same at any time prior to final acceptance upon the discovery of said defective work or material; provided, however, that the Engineer shall, upon request of the Contractor, inspect and accept or reject any material furnished, and in event the material has been once accepted by the Engineer, such acceptance shall be binding on the Owner, unless it can be clearly shown that such material furnished does not 'meet the specifications for this work. Any questioned work may be ordered taken up or removed for re- examination, by the Engineer, prior to final acceptance, and if found not in accordance with the plans and/or specifications for said work, all expense of removing, re- examination and replacement shall be bome by the Contractor, otherwise the expense thus incurred shall be allowed as Extra Work, and shall be paid for by the Owner; provided that, where inspection or approval is specifically required by the specifications prior to performance of certain work, should the Contractor proceed with such work without requesting prior inspection or approval he shall bear all expense of taking up, removing, and replacing this work if so directed by the Engineer. 2.14 Defects and Their Remedies It is further agreed that if the work or any part thereof, or any material brought on the site of the work for use in the work or selected for the same, shall be deemed by the Engineer as unsuitable or not in conformity with the plans, specifications, or the intent thereof, the Contractor shall after receipt of written notice thereof from the Engineer, forthwith remove such material and rebuild or otherwise remedy such work so that it shall GC -10 be in full accordance with this contract. 2.15 Changes and Alterations The Contractor further agrees that the Owner may make such changes and alterations as the Owner may see fit, in the line, grade, form, dimensions, plans or materials for the work herein contemplated, or any part thereof, either before or after the beginning of the construction, without affecting the validity of this contract and the accompanying Performance and Payment Bonds. If such changes or alterations diminish the quantity of the work to be done, they shall not constitute the basis for a claim for damages, or anticipated profits on the work that may be dispensed with, except as provided for unit price items under Section 5 "Measurement and Payment". If the amount of work is increased, and the work can fairly be classified under the specifications, such increase shall be paid for according to the quantity actually done and at the unit price, if any, established for such work under this contract, except as provided for unit price items under Section 5 "Measurement and Payment "; otherwise, such additional work shall be paid for as provided under Extra Work. In case the Owner shall make such changes or alterations as shall make useless any work already done or material already furnished or used in said work, then the Owner shall recompense the Contractor for any material or labor so used, and for any actual loss occasioned by such change, due to actual expense incurred in preparation for the work as originally planned. 2.16 Lspectors gencond m sdspee The Engineer may provide one (or more) field inspectors at the work site for the limited purpose of observing the work in progress and reporting back to the Engineer on the extent, nature, manner and performance of the work so that the Engineer may more effectively perform his duties hereunder. Such inspectors may also communicate between Engineer and Contractor their respective reports, opinions, questions, answers and clarifications concerning the plans, specifications and work but shall not be deemed the agent of the Contractor for all purposes in communicating such matters. Such inspector may confer with the Contractor or Contractor's superintendent concerning the prosecution of the work and its conformity with the plans and specifications but shall never be, in whole or part, responsible for, charged with, nor shall he assume, any authority or responsibility for the means, methods or manner of completing the work or of the superintendence of the work or of the Contractor's employees. It is expressly understood and agreed that any such inspector is not authorized by the Engineer or Owner to independently act for either or answer on behalf of either, any inquiries of the Contractor concerning the plans, specifications or work. No inspector's opinion; advice; interpretation of the plans or specifications of this contract; apparent or express approval of the means, methods or manner of Contractor's performance of work in progress or completed; or discovery or failure to discover or object to defective work of materials GC -11 shall release Contractor from his duty to complete all work in strict accordance with the plans and specifications or stop the Owner or Engineer from requiring that all work be fully and properly performed including, if necessary, removal of defective or otherwise unacceptable work and the re -doing of such work. 3. General Obligations and Responsibilities 3.01 Keeping of Plans and Specifications Accessible The Engineer shall fumish the Contractor with an adequate and reasonable number of copies of all plans and specifications without expense to him and the Contractor shall keep one (1) copy of the same constantly accessible on the work, with the latest revisions noted thereon. 3.02 Ownership of Drawings gencond ms5spee All drawings, specifications and copies thereof furnished by the Engineer shall not be reused on other work, and, with the exception of the signed contract sets, are to be returned to him on request, at the completion of the work. All models are the property of the Owner. 3.03 Adequacy of Design It is understood that the Owner believes it has employed competent engineers and designers. It is therefore agreed that the Owner shall be responsible for the adequacy of the design, sufficiency of the Contract Documents, the safety of the structure and the practicability of the operations of the completed project; provided the Contractor has complied with the requirements of the said Contract Documents, all approved modifications thereof, and additions and alterations thereto approved in writing by the Owner. The burden of proof of such compliance shall be upon the Contractor to show that he has complied with the said requirements of the Contract Documents, approved modification thereof and all approved additions and alterations thereto. 3.04 Right of Entry The Owner reserves the right to enter the property or location of which the works herein contracted for are to be constructed or installed, by such agent or agents as he may elect, for the purpose of inspecting the work, or for the purpose of constructing or installing such collateral work as said Owner may desire. GC -12 3.05 Collateral Contracts gencond msVapce The Owner agrees to provide by separate contract or otherwise, all labor and material essential to the completion of the work specifically excluded from this contract, in such manner as not to delay the progress of the work, or damage said Contractor, except where such delays are specifically mentioned elsewhere in the Contract Documents. The Owner will attempt to coordinate the collateral work of utility companies regulated by City franchises, but the City shall not be responsible for delays or other damages to the Contractor which may result from their acts or omissions. 3.06 Discrepancies and Omissions The Contractor shall provide written notice to the Engineer of any omissions or discrepancies found in the contract. It is further agreed that it is the intent of this contract that all work must be done and all material must be furnished in accordance with the generally accepted practice for construction, and in the event of any discrepancies between the separate contract documents, the priority of interpretation defined under "Contract Documents" shall govern. In the event that there is still any doubt as to the meaning and intent of any portion of the contract, specifications or drawings, the Engineer shall define which is intended to apply to the work. 3.07 Equipment, Materials and Construction Plant The Contractor shall be responsible for the care, preservation, conservation, and protection of all materials, supplies, machinery, equipment, tools, apparatus, accessories, facilities, all means of construction, and any and all parts of the work, whether the Contractor has been paid, partially paid, or not paid for such work, until the entire work is completed and accepted. 3.08 Damages In the event the Contractor is damaged in the course of completion of the work by the act, neglect, omission, mistake or default of the Owner or Engineer, thereby causing loss to the Contractor, the Owner agrees that he will reimburse the Contractor for such loss. In the event the Owner is damaged in the course of the work by the act, negligence, omission, mistake or default of the Contractor, or should the Contractor unreasonably delay the progress of the work being done by others on the job so as to cause loss for which the Owner becomes liable, then the Contractor shall reimburse the Owner for such loss. 3.09 Protection Against Accident to Employees and the Public The Contractor shall at all times exercise reasonable precautions for the safety of employees and others on or near the work and shall comply with all applicable provisions GC -13 gcncond msVspec of Federal, State, and Municipal safety laws and building and construction codes. All machinery and equipment and other physical hazards shall be guarded in accordance with the "Manual of Accident Prevention in Construction" of the Associated General Contractors of America except where incompatible with Federal, State, or Municipal laws or regulations. The Contractor shall provide such machinery guards, safe walkways, ladders, bridges, gangplanks, and other safety devices. The safety precautions actually taken and their adequacy shall be the sole responsibility of the Contractor, acting at his discretion as an independent contractor. In the event there is an accident involving injury to any individual on or near the work, the Contractor shall immediately notify the Owner and Engineer of the event and shall be responsible for recording the location of the event and the circumstances surrounding the event through photographs, interviewing witnesses, obtaining of medical reports and other documentation that defines the event. Copies of such documentation shall be provided to the Owner and the Engineer for their records. 3.10 Performance and Payment Bonds Unless otherwise specified, it is further agreed by the Parties to the Contract that the Contractor will execute separate performance and payment bonds, each in the sum of one hundred (100 %) percent of the total contract price, in standard forms for this purpose, guaranteeing faithful performance of the work and the fulfillment of any guarantee required, and further guaranteeing payment to all persons supplying labor and materials or furnishing him any equipment in the execution of the Contract. If the contract price is $25,000.00 or less no payment or performance bond shall be required. It is agreed that the Contract shall not be in effect until such performance bond or letter of credit, and payment bond are furnished and approved by the Owner. Unless otherwise specified, the cost of the premium for the performance and payment bonds shall be included in the price bid by the Contractor for the work under this Contract, and no extra payment for such bonds will be made by the Owner. Unless otherwise approved in writing by the Owner, the surety company underwriting the bonds shall be licensed to write such bonds or letters of credit in the State of Texas. 3.11 Losses from Natural Causes Unless otherwise specified, all Toss or damage to the Contractor arising out of the nature of the work to be done, or from the action of the elements, or from any unforeseen circumstance in the prosecution of the same, or from unusual obstructions or difficulties which may be encountered in the prosecution of the work, shall be sustained and borne by the Contractor at his own cost and expense. 3.12 Protection of Adjoining Property GC -14 gcncond mstlspce The said Contractor shall take proper means to protect the adjacent or adjoining property or properties in any way encountered, which might be injured or seriously affected by any process of construction to be undertaken under this Agreement, from any damage or injury by reason of said process of construction; and he shall be liable for any and all claims for such damage on account of his failure to fully protect all adjoining property. The Contractor agrees to indemnify, save and hold harmless the Owner and Engineer against any claim or claims for damages due to any injury to any adjacent or adjoining property, arising or growing out of the performance of the contract regardless of whether or not it is caused in part by a party indemnified hereunder, but any such indemnity shall not apply to any claim of any kind arising solely out of the existence or character of the work. 3.13 Protection Against Claims of Subcontractors, Laborers, Materialmen and Furnishers of Machinery, Equipment and Supplies The Contractor agrees that he will indemnify and save the Owner and Engineer harmless from all claims growing out the lawful demands of Subcontractors, laborers, workers, mechanics, materialmen and furnishers of machinery and parts thereof, equipment, power tools, and all supplies, including commissary, incurred in the furtherance of the performance of this contract. When so desired by the Owner, Contractor shall furnish satisfactory evidence that all obligations of the nature hereinabove designated have been paid, discharged or waived. If the Contractor fails to do so, then the Owner may at the option of the Contractor either pay directly any unpaid bills, of which the Owner has written notice, or withhold from the Contractor's unpaid compensation a sum of money deemed reasonably sufficient to liquidate any and all such lawful claims until satisfactory evidence is fumished that all liabilities have been fully discharged, whereupon payments to the Contractor shall be resumed in full, in accordance with the terms of this contract, but in no event shall the provisions of this sentence be construed to impose any obligation upon the Owner by either the Contractor or his Surety. 3.14 Protection Against Royalties or Patented Invention The Contractor shall pay all royalties and license fees, and shall provide for the use of any design, device, material or process covered by letter patent or copyright by suitable legal agreement with the patentee or owner. The contractor shall defend all suits or claims for infringement of any patent or copyright rights and shall indemnify and save the Owner and Engineer harmless from any loss on account thereof, except that the Owner shall defend all such suits and claims and shall be responsible for all such loss when a particular design, device, material or process or the product of a particular manufacturer or manufacturers is specified or required by the Owner; provided, however, if choice of alternate design, device, material or process is allowed to the Contractor, then Contractor shall indemnify and save Owner harmless form any loss on account thereof. If the material or process specified or required by the Owner is known by the Contractor to be an infringement, the Contractor shall be responsible for such loss unless he promptly gives GC -15 gencond msUspec such information to the Owner. 3.15 Laws and Ordinances The Contractor shall at all times observe and comply with all Federal, State and local laws, ordinance and regulations, which in any manner affect the contract or the work, and shall indemnify and save harmless the Owner and Engineer against any claim arising from the violation of any such laws, ordinances, and regulations whether by the Contractor or his employees, except where such violations are called for by the provisions of the Contract Documents. If the Contractor observes that the plans and specifications are at variance therewith, he shall promptly notify the Engineer in writing, and any necessary changes shall be prepared as provided in the contract for changes in the work. If the Contractor performs any work knowing it to be contrary to such laws, ordinances, rules and regulations, and without such notice to the Engineer, he shall bear all costs arising therefrom. In case the Owner is a body politic and corporate, the law from which it derives its powers, insofar as the same regulates the objects for which, or the manner in which, or the conditions under which the Owner may enter into contract, shall be controlling, and shall be considered as part of this contract, to the same effect as though embodied herein. 3.16 Assignment and Subletting The Contractor further agrees that he will retain personal control and will give his personal attention to the fulfillment of this contract and that he will not assign by Power of Attorney, or otherwise, or sublet said contract without the written consent of the Engineer, and that no part or feature of the work will be sublet to anyone objectionable to the Engineer or the Owner. The Contractor further agrees that the subletting of any portion or feature of the work, or materials required in the performance of this contract, shall not relieve the Contractor from his full obligations to the Owner, as provided by this Agreement. 3.17 Indemnification The Contractor shall defend, indemnify and hold harmless the Owner and the Engineer and their respective officers, agents and employees, from and against all damages, claims, losses, demands, suits, judgements and costs, including reasonable attorneys' fees and expenses, arising out of or resulting from the performance of the work, provided that any such damages, claim, loss, demand, suit, judgment, cost or expense: 1. Is attributable to bodily injury, sickness, disease or death to any person including Contractor's employees and any Subcontractor's employees and any Sub - Subcontractor's employees or to injury to or destruction of tangible property GC -16 gencond msUspee including Contractor's property (other than the work itself) and the property of any Subcontractor of Sub - Subcontractor including the loss of use resulting therefrom; and, 2. Is caused in whole or in part by any intentional or negligent act or omission of the Contractor, any Subcontractor, any Sub - subcontractor or anyone directly or indirectly employed by any one of them or anyone for whose acts any of them may be liable, regardless of whether or not it is caused in part by a party indemnified hereunder. The obligation of the Contractor under this Paragraph shall not extend to the liability of the Engineer, his agents or employees arising out of the preparation of maps, plans, reports, surveys, Change Orders, designs or specifications, or the approval of maps, plans, reports, surveys, Change Orders, designs or specifications or the issuance of or the failure to give directions or instructions by the Engineer, his agents or employees, provided such is the sole cause of the injury or damage. In any and all claims against the Owner or the Engineer or any of their agents or employees by any employee of the Contractor, any Subcontractor, any Sub - Subcontractor, anyone directly or indirectly employed by any of them or anyone for whose acts any of them may be liable, the indemnification obligation under Paragraph 3.17 shall not be limited in any way by any limitation on the amount or type of damages, compensation or benefits payable by or for the Contractor or any Subcontractor or Sub - Subcontractor under workmen's compensation acts, disability benefit acts or other employee benefit acts. 3.18 Insurance The Contractor shall carry insurance as follows for the duration of this contract. A. Statutory Workmen's Compensation. Definitions: Certificate of coverage ( "certificate ") - A copy of a certificate of insurance, a certificate of authority to self - insure issued by the Texas Workers' Compensation Commission, or a coverage agreement (TWCC -81, TWCC- 82, TWCC -83, or TWCC -84), showing statutory workers' compensation insurance coverage for the person's or entity's employees providing services on a project, for the duration of the project. Duration of the project - includes the time from the beginning of the work on the project until the contractor's /person's work on the project has been completed and accepted by the governmental entity. GC -17 gencond.msVspec Persons providing services on the project ( "subcontractor" in & 406,096 - includes all persons or entities performing all or part of the services the Contractor has undertaken to perform on the project, regardless of whether that person contracted directly with the Contractor and regardless of whether that person has employees. This includes, without limitation, independent contractors, subcontractors, leasing companies, motor carriers, owner- operators, employees of any such entity, or employees of any entity which furnishes persons to provide services on the project. "Services" include, without limitation, providing, hauling, or delivering equipment or materials, or providing labor, transportation, or other service related to a project. "Services" does not include activities unrelated to the project, such as food/beverage vendors, office supply deliveries, and delivery of portable toilets. The Contractor shall provide coverage, based on proper reporting of classification codes and payroll amounts and filing of any coverage agreements, that meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all employees of the Contractor providing services on the project, for the duration of the project. This coverage shall include the following terms: (a) Employer's Liability limits of $100,000.00 for each accident is required. (b) "Texas Waiver of Our Right to Recover From Others" Endorsement WC 42 03 04 shall be included in this policy. (c) Texas must appear in Item 3A of the Worker's Compensation coverage or Item 3C must contain the following: Ass States except those listed in 3A and the States of NV, ND, OH, WA, WV, and WY. The Contractor must provide a certificate of coverage to the governmental entity prior to being awarded the contract. If the coverage period shown on the Contractor's current certificate of coverage ends during the duration of the project, the Contractor must, prior to the end of the coverage period, file a new certificate of coverage with the govemmental entity showing that coverage has been extended. The Contractor shall obtain from each person providing services on a project, and provide to the governmental entity: (a) a certificate of coverage, prior to that person beginning work on the project, so the governmental entity will have on file certificates of coverage showing coverage for all persons providing services on the GC -18 gmcnnd msthpx project; and (b) no later than seven calendar days after receipt by the Contractor, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project. The Contractor shall retain all required certificates of coverage for the duration of the project and for one year thereafter. The Contractor shall notify the governmental entity in writing by certified mail or personal delivery, within 10 calendar days after the Contractor knew or should have known, or any change that materially affects the provision of coverage of any person providing services on the project. The Contractor shall post on each project site a notice, in the text, form and manner prescribed by the Texas Workers' Compensation Commission, informing all persons providing services on the project that they are required to be covered, and stating how a person may verify coverage and report lack of coverage. The Contractor shall contractually require each person with whom it contracts to provide services on project, to: (a) provide coverage, based on proper reporting of classification codes and payroll amounts of filing of any coverage agreements, that meets the statutory requirements of Texas Labor Code, Section 401.011(44) for all of its employees providing services on the project, for the duration of the project; (b) provide to the Contractor, prior to that person beginning work on the project, a certificate of coverage showing that coverage is being provided for all employees of the person providing services on the project, for the duration of the project; (c) provide the Contractor, prior to the end of the coverage period, a new certificate of coverage showing extension of coverage, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (d) obtain from each other person with whom it contracts, and provide to the Contractor: (1) a certificate of coverage, prior to the other person beginning work on the project; and GC -19 gencond m3Uspec (2) a new certificate of coverage showing extension of coverage, prior to the end of the coverage period, if the coverage period shown on the current certificate of coverage ends during the duration of the project; (e) retain all required certificates of coverage on file for the duration of the project and for one year thereafter; (f) notify the governmental entity in writing by certified mail or personal delivery, within 10 calendar days after the person knew or should have known, of any change that materially affects the provision of coverage of any person providing services on the project; and (g) contractually require each person with whom it contracts, to perform as required by paragraphs (a) - (g), with the certificates of coverage to be provided to the person for whom they are providing services. By signing this contract, or providing, or causing to be provided a certificate of coverage, the Contractor is representing to the governmental entity that all employees of the Contractor who will provide services on the project will be covered by workers' compensation coverage for the duration of the project, that the coverage will be based on proper reporting of classification codes and payroll amounts, and that all coverage agreements will be filed with the appropriate insurance carrier or, in the case of a self - insured, with the Commission's of Self- Insurance Regulation. Providing false or misleading information may subject the Contractor to administrative penalties, criminal penalties, civil penalties, or other civil actions. The Contractor's failure to comply with any of these provisions is a breach of contract by the contractor that entitles the governmental entity to declare the contract void if the Contractor does not remedy the breach within ten calendar days after the receipt of notice of breach from the governmental entity. B. Comprehensive General Liability Insurance with minimum Bodily Injury limits of $300,000 for each occurrence including like coverage for acts and omissions of Subcontractors and contractual liability coverage. C. Property Damage Insurance with minimum limits of $50,000 for each occurrence including like coverage for acts and omissions of Subcontractors and contractual liability coverage. D. Automobile Liability Insurance for all owned, non - owned, and hired vehicles with minimum limits for Bodily Injury of $100,000 for each person and $300,000 for each occurrence and Property Damage minimum limits of $50,000 for each GC -20 gencond mst/spee occurrence. Contractor shall require subcontractors to provide Automobile Liability Insurance with same minimum limits. The Contractor shall not commence work at the site under this contract until he has obtained all required insurance and until such insurance has been approved by the Owner and Engineer. The Contractor shall not allow any Subcontractors to commence work until all insurance required has been obtained and approved. Approval of the insurance by the Owner and Engineer shall not relieve or decrease the liability of the contractor hereunder. The required insurance must be written by a company licensed to do business in Texas at the time the policy is issued. In addition, the company must be acceptable to the Owner and all insurance (other than Workmen's compensation) shall be endorsed to include the Owner as an additional insured thereunder. The Contractor shall not cause any insurance to be cancelled nor permit any insurance to lapse. All insurance certificates shall include a clause to the effect that the policy shall not be cancelled or reduced, restricted or limited until ten (10) days after the Owner has received written notice as evidenced by retum receipt of registered or certified letter. Certificates of Insurance shall contain transcripts from the proper office of the insurer, evidencing in particular those insured, the extent of the insurance, the location and the operations to which the insurance applies, the expiration date, and the above mentioned notice of cancellation clause. 3.19 Final Clean Upon the completion of the work and before acceptance and final payment will be made, the Contractor shall clean and remove from the site of the work, surplus and discarded materials, temporary structures and debris of every kind. He shall leave the site of the work in a neat and orderly condition at least equal to that which originally existed. Surplus and waste materials removed from the site of the work shall be disposed of at locations satisfactory to the Engineer, In the event Contractor fails or refuses to clean and remove surplus materials and debris as above provided, the Owner or Engineer may do so, or cause same to be done, at the Contractor's expense and the reasonable cost thereof shall be deducted from the final payment. 3.20 Guarantee Against Defective Work The contractor warrants the materials and workmanship and that the work is in conformance with the plans and specifications included in this contract for a period of one year from the date of acceptance of the project. Said warranty binds the contractor to correct GC -21 any work that does not conform with such plans and specifications or any defects in workmanship or materials furnished under this contract which may be discovered within the said one year period. The Contractor shall at his own expense correct such defect within thirty days after receiving written notice of such defect from the Owner or Engineer by repairing same to the condition called for in the contract documents and plans and specifications. Should the Contractor fail or refuse to repair such defect within the said thirty day period or to provide acceptable assurances that such repair work will be completed within a reasonable time thereafter, the Owner may repair or cause to be repaired any such defect at the Contractor's expense. 3.21 Testing of Materials 3.22 Wage Rates gencond mst/spec Unless otherwise specified, testing of all materials to be incorporated into the project will be as directed by the Engineer at the expense of the Owner. All retesting for work rejected on the basis of test results will be at the expense of the Contractor and the extent of the retesting shall be determined by the Engineer. The Engineer may require additional testing for failing tests and may require two passing retests before acceptance will be made by the Owner. The testing laboratory will be designated by the Owner. All materials to be incorporated into the project must meet the requirements of these specifications. For manufactured materials such as reinforcing steel, expansion joint materials, concrete pipe, cement, miscellaneous steel, cast iron materials, etc., the Contractor will be required to furnish manufacturer's certificate stating that the material meets the requirements specified for this project. Contractors are required to pay the prevailing wage rates to laborers, workmen and mechanics employed on behalf of the city engaged in the construction of public works. The wage rate for these jobs shall be the general prevailing wage rates for work of a similar character. This applies to contractors and subcontractors. The contractor and subcontractors shall keep and make available records of workers and their wages. Prevailing wage rates are published by the U. S. Department of Labor, Bureau of Labor Statistics, Southwestern Division and the Texas Employment Commission for the Austin Job Bank Area. The wage rate shall not be less than the minimum wage rates set by the U. S. Department of Labor, Employment Standards Administration, Wage and Hour Division. There is penalty of $10.00 per worker per day or portion of a day that the prevailing wage rate is not paid by the contractor or any subcontractor. GC -22 4. Prosecution and Progress 4.01 Time and Order of Completion geneond msVspee It is the meaning and intent of this contract, unless otherwise herein specifically provided, that the Contractor shall be allowed to prosecute his work at such times and seasons, in such order of precedence, and in such manner as shall be most conducive to economy of construction; provided, however, that the order and the time of prosecution shall be such that the work shall be substantially completed as a whole and in part, in accordance with this contract, the plans and specifications, and within the time of completion designated in the Proposal: provided, also, that when the Owner is having other work done, either by contract or by his own force, the Engineer may direct the time and manner of constructing the work done under this contract, so that conflict will be avoided and the construction of the various works being done for the Owner shall be harmonized. The Contractor shall submit, at such times as may reasonably be requested by the Engineer, schedules which shall show the order in which the Contractor proposes to carry on the Work, with dates at which the Contractor will start the several parts of the work, and estimated dates of completion of the several parts. 4.02 Extension of Time Should the Contractor be delayed in the completion of the work by any act or neglect of the Owner or Engineer, or of any employee of either, or by other contractors employed by the Owner, or by changes ordered in the work, or by strikes, lockouts, fires, and unusual delays by common carriers, or unavoidable cause or causes beyond the . Contractor's control, or by any cause which the Engineer shall decide justifies the delay, then an extension of time shall be allowed for completing the work, sufficient to compensate for the delay, the amount of the extension to be determined by the Engineer, provided, however, that the Contractor shall give the Engineer prompt notice in writing of the cause of such delay. Adverse weather conditions will not be justification for extension of time on "Calendar Days" contracts. 4.03 Hindrances and Delays No claims shall be made by the Contractor for damages resulting from hindrances or delays from any cause (except where the work is stopped by order of and for the convenience of the Owner) during the progress of any portion of the work embraced in this contract. In case said work shall be stopped by the act of the Owner, then such expense as in the judgment of the Engineer is caused by such stoppage of said work shall be paid by the Owner to the Contractor. GC -23 5. Measurement and Payment 5.01 Quantities and Measurements No extra or customary measurements of any kind will be allowed, but the actual measured and/or computed length, area, solid contents, number and weight only shall be considered, unless otherwise specifically provided. 5.02 Estimated Quantities This agreement, including the specifications, plans and estimate, is intended to show clearly all work to be done and material to be furnished hereunder. Where the estimated quantities are shown for the various classes of work to be done and material to be furnished under this contract, they are approximate and are to be used only as a basis for estimating the probable cost of the work and for comparing the proposals offered for the work. It is understood and agreed that the actual amount of work to be done and material to be furnished under this contract may differ somewhat from these estimates, and that where the basis for payment under this contract is the unit price method, payment shall be for the actual amount of such work done and material furnished. Where payment is based on the unit price method, the Contractor agrees that he will make no claim for damages, anticipated profits or otherwise on account of any differences which may be found between the quantities of work actually done, the material actually furnished under this contract and the estimated quantities contemplated and contained in the proposal; provided, however, that in case the actual quantity of any major item should become as much as 20% more than, or 20% less than the estimated or contemplated quantity for such items, then either party to this Agreement, upon demand, shall be entitled to revised consideration upon the portion of the work above or below 20% of the estimated quantity. A "Major Item" shall be construed to be any individual bid item incurred in the proposal that has a total cost equal to or greater that five (5) percent of the total contract cost, computed on the basis of the proposal quantities and the contract unit prices. Any revised consideration is to be determined by agreement between the parties, otherwise by the terms of this Agreement, as provided under "Extra Work ". 5.03 Price of Work gencond maispee In consideration of the furnishing of all the necessary labor, equipment and material, and the completion of all work by the Contractor, and on the completion of all work and on the delivery of all material embraced in this Contract in full conformity with the specifications and stipulations herein contained, the Owner agrees to pay the Contractor the prices set forth in the Proposal hereto attached, which has been made a part of this GC -24 contract. The Contractor hereby agrees to receive such prices in full for furnishing all material and all labor required for the aforesaid work, also for all expense incurred by him, and for well and truly performing the same and the whole thereof in the manner and according to this Agreement. 5.04 Partial Payments gencand nn tepee On or before the 1st day of each month, the Contractor shall submit to the Engineer a statement showing the total Value of the work performed up to and including the 25th day of the preceding month. The statement shall also include the value of all sound materials delivered on the job site and to be included in the work and all partially completed work whether bid as a lump sum or a unit item which in the opinion of the Engineer is acceptable. The Engineer shall examine and approve or modify and approve such statement. The Owner shall then pay the Contractor on or before the 20th day of the current month the total amount of the approved statement, less 10 percent of the amount thereof, which 10 percent shall be retained until final payment, and further less all previous payments and all further sums that may by retained by the Owner under the terms of this Agreement. It is understood, however, that in case the whole work be near to completion and some unexpected and unusual delay occurs due to no fault or neglect on the part of the Contractor, and Owner may - upon written recommendation of the Engineer - pay a reasonable and equitable portion of the retained percentage to the Contractor; or the Contractor at the Owner's option, may be relieved of the obligation to fully complete the work and, thereupon, the Contractor shall receive payment of the balance due him under the contract subject only to the conditions stated under "Final Payment ". 5.05 Use of Completed Portions The Owner shall have the right to take possession of and use any completed or partially completed portions of the work, notwithstanding the time for completing the entire work or such portions may not have expired but such taking possession and use shall not be deemed an acceptance of any work not completed in accordance with the Contract Documents. If such prior use increases the cost of or delays the work, the Contractor shall be entitled to such extra compensation, or extension of time, or both, as the Engineer may determine. The Contractor shall notify the Engineer when, in the Contractor's opinion, the contract is "substantially completed" and when so notifying the Engineer, the Contractor shall furnish to the Engineer in writing a detailed list of unfinished work. The Engineer will review the Contractor's list of unfinished work and will add thereto such items as the Contractor has failed to include. The "substantial completion" of the structure or facility shall not excuse the Contractor from performing all of the work undertaken, whether of a minor or major nature, and thereby completing the structure or facility in accordance GC -25 with the Contract Documents. 5.06 Final Completion and Acceptance Within ten (10) days after the Contractor has given the Engineer written notice that the work has been completed, or substantially completed, the Engineer and the Owner shall inspect the work and within said time, if the work be found to be completed in accordance with the Contact Documents, the Engineer shall issue to the Owner and the Contractor his Certificate of Completion, and thereupon it shall be the duty of the Owner to issue a Certificate of Acceptance of the work to the Contractor or to advise the Contractor in writing of the reason for non - acceptance. 5.07 Final Payment 5.08 Payments Withheld gcncond nsUspec Upon the issuance of the Certificate of Completion, the Engineer shall proceed to make final measurements and prepare final statement for the value of all work performed and materials furnished under the terms of the Agreement and shall certify same to the Owner, who shall pay to the Contractor on or before the 30th day, and before the 35th day, after the date of the Certificate of Completion, the balance due the Contractor under the terms of this contract; and said payment shall become due in any event upon said performance by the Contractor. Neither the Certificate of Acceptance nor the final payment, nor any provision in the Contract Documents, shall relieve the Contractor of the obligation for fulfillment of any warranty which may be required. The Owner may, on account of subsequently discovered evidence, withhold or nullify the whole or part of any certificate to such extent as may be necessary to protect himself from loss on account of: a) Defective work not remedied or other obligations hereunder not done. b) Claims filed or reasonable evidence indicating probable filing of claims. c) Failure of the Contractor to make payments properly to subcontractors or for material or labor. d) Damage to the Owner or another contractor's work, material or equipment. e) Reasonable doubt that the work can be completed for the unpaid balance of the contract amount. f) Reasonable indication that the work will not completed within the contract time. GC -26 g) Other causes affecting the performance of the contract. When the above grounds are removed or the Contractor provides a Surety Bond satisfactory to the Owner, which will protect the Owner in the amount withheld, payment shall be made for amounts withheld because of them. 5.09 Delayed Payments Should the Owner fail to make payment to the Contractor of the sum named in any partial or final statement, when payment is due, then the Owner shall pay to the Contractor, in addition to the sum shown as due by such statement, interest thereon at the rate of 6% per annum, unless otherwise specified, from date due as provided under 'partial payments' and final 'payments,' until fully paid, which shall fully liquidate any injury to the Contractor growing out of such delay in payment. It is expressly agreed that delay by the Owner in making payment to the Contractor of the sum named in any partial or final statement shall not constitute a breach of this contract on the part of the Owner nor an abandonment thereof nor shall it to any extent or for any time relieve the Contractor of his obligations to fully and completely perform hereunder. 6. Extra Work and Claims 6.01 Change Orders 6.02 Minor Changes geneend m.Uepee Without invalidating this Agreement, the Owner may, at any time or from time to time, order additions, deletions or revisions to the work; such changes will be authorized by Change Order to be prepared by the Engineer for execution by the Owner and the Contractor. The Change Order shall set forth the basis for any change in contract price, as hereinafter set forth for Extra Work, and any change in contract time which may result from the change. In the event the Contractor shall refuse to execute a Change Order which has been prepared by the Engineer and executed by the Owner, The Engineer may in writing instruct the Contractor to proceed with the work as set forth in the Change Order and the Contractor may make claim against the Owner for Extra Work involved therein, as hereinafter provided. The Engineer may authorize minor changes in the work not inconsistent with the overall intent of the Contract Documents and not involving an increase in Contract Price. If the Contractor believes that any minor change or alteration authorized by the Engineer involves Extra Work and entitles him to an increase in the Contract Price, the Contractor GC -27 shall make written request to the Engineer for a written Field Order. In such case, the Contractor by copy of his communication to the Engineer or otherwise in writing shall advise the Owner of his request to the Engineer for a written Field Order and that work involved may result in an increase in the Contract Price. Any request by the Contractor for a change in Contract Price shall be made prior to beginning the work covered by the proposed change. 6.03 Extra Wort: genccnd , /.pec It is agreed that the basis of compensation to the Contractor for work either added or deleted by a Change Order or for which a claim for Extra Work is made shall be determined by the unit prices upon which this contract was bid to the extent such work can be fairly classified within the various work item descriptions and for work items that cannot be so classified by one or more of the following methods: Method (A) By agreed unit prices; or Method (B) By agreed lump sum; or Method (C) If neither Method (A) nor Method (B) be agreed upon before the Extra Work is commenced, then the Contractor shall be paid the "actual field cost" of the work, plus fifteen (15) percent. In the event said Extra Work be performed and paid for under Method (C), then the provisions of this paragraph shall apply and the "actual field cost" is hereby defined to include the cost to the Contractor of all workmen, such as foreman, timekeepers, mechanics and laborers, and materials, supplies, trucks, rentals on machinery and equipment, for the time actually employed or used on such Extra Work, plus actual equipment, for the time actually employed or used on such Extra Work, plus actual transportation charges necessarily incurred, together with all power, fuel, lubricants, water and similar operating expenses, also all necessary incident expenses incurred directly on account of such Extra Work, including Social Security, Old Age Benefits and other payroll taxes, and, a rateable proportion of premiums on Performance and Payment Bonds and Maintenance Bonds, Public Liability and Property Damage and Workmen's Compensation, and all other insurance as may be required by any law or ordinance, or directed by the Owner, or by them agreed to. The Engineer may direct the form in which GC -28 gencond mstlspec accounts of the "actual field cost" shall be kept and the records of these accounts shall be made available to the Engineer. The Engineer or Owner may also specify in writing, before the work commences, the method of doing the work and the type and kind of machinery and equipment to be used; otherwise these matters shall be determined by the Contractor. Unless otherwise agreed upon, the prices for the use of machinery and equipment shall be determined by using 100 per cent, unless otherwise specified, of the latest schedule of Equipment Ownership Expense adopted by the Associated General Contractors of America. Where practicable the terms and prices for the use of machinery and equipment shall be incorporated in the Written Extra Work Order. The fifteen (15 %) percent of the "actual field cost" to be paid the Contractor shall cover and compensate him for his profit, overhead, general superintendence and field office expense, and all other elements of cost and expense not embraced within the "actual field cost" as herein defined, save that where the Contractor's Camp or Field Office must be maintained primarily on account of such Extra Work; then the cost to maintain and operate the same shall be included in the "actual field cost." No claim for Extra Work of any kind will be allowed unless ordered in writing by the Engineer. In case any orders or instructions, either oral or written, appear to the Contractor to involve Extra Work for which he should receive compensation or an adjustment in the construction time, he shall make written request to the Engineer for written order authorizing such Extra Work. Should a difference of opinion arise as to what does or does not constitute Extra Work, or as to the payment therefor, and the Engineer insists upon its performance, the Contractor shall proceed with the work after making written request for written order and shall keep an accurate account of the "actual field cost" thereof, as provided under Method (C). The Contractor will thereby preserve the right to submit the matter of payment to arbitration, as hereinbelow provided. 6.04 Time of Filing Claims It is further agreed by both parties hereto that all questions of dispute or adjustment presented by the Contractor shall be in writing and filed with the Engineer within thirty (30) days after the Engineer has given any directions, order or instruction to which the Contractor desires to take exception. The Engineer shall reply within thirty (30) days to such written exceptions by the Contractor and render his final decision in writing. In case the Contractor should appeal from the Engineer's decision, any demand for arbitration shall be filed with the Engineer and the Owner in writing within ten (10) days after the date of delivery to Contractor of the Engineer's final decision. It is further agreed that final acceptance of the work by the Owner and the acceptance by the Contractor of the final payment shall be a bar to any claims by either party, except claims by Owner for defective work or enforcement of warranties and except as noted otherwise in the contract documents. 6.05 Continuing Performance GC -29 1 The Contractor shall continue performance of the contract during all disputes or disagreements with the Owner. The production or delivery of goods, the furnishing of services and the construction of projects or facilities shall not be delayed, prejudiced or postponed pending resolution of any disputes or disagreements, except as the Owner may otherwise agree in writing. 6.06 Arbitration All questions of dispute under this Agreement shall be submitted to arbitration at the request of either party to the dispute. The parties may agree upon one arbiter, otherwise, there shall be three, one named in writing by each party, and the third chosen by the two arbiters so selected; or if the arbiters fail to select a third within ten (10) days, he shall be chosen by a District Judge serving the County in which the major portion of the project is located, unless otherwise specified. Should the party demanding arbitration fail to name an arbiter within ten (10) days of the demand, his right to arbitrate shall lapse, and the decision of the Engineer shall be final and binding on him. Should the other party fail to choose an arbiter within ten (10) days, the Engineer shall appoint such ' arbiter. Should either party refuse or neglect to supply the arbiters with any papers or information demanded in writing, the arbiters are empowered by both parties to take ex parte proceedings. The arbiters shall act with promptness. The decision of any two shall be binding on both parties to the contract. The decision of the arbiters upon any questions submitted to arbitration under this contract shall be a condition precedent to any right of legal action. The decision of the arbiter or arbiters may be filed in court to carry it into effect. The arbiters, if they deem the case demands it, are authorized to award the party whose contention is sustained, such sums as they deem proper for the time, expense and trouble ' incident to the appeal, and if the appeal was taken without reasonable cause, they may award damages for any delay occasioned thereby. The arbiters shall fix their own compensation unless otherwise provided by agreement, and shall assess the cost and charges of the arbitration upon either or both parties. The award of the arbiters must be made in writing. 1 7. Abandonment of Contract 1 7.01 Abandonment by Contractor ' In case the Contractor should abandon and fail or refuse to resume work within ten (10) days after written notification from the Owner, or the Engineer, or if the Contractor fails to comply with the orders of the Engineer, when such orders are consistent with the Contract Documents, then, and in that case, where performance and payment bonds exist, 1 geneondmsJspec GC-30 1 gencond msdspec the Sureties on these bonds shall be notified in writing and directed to complete the work, and a copy of said notice shall be delivered to the Contractor. After receiving said notice of abandonment the Contractor shall not remove from the work any machinery, equipment, tools, materials or supplies then on the job, but the same, together with any materials and equipment under contract for the work, may be held for use on the work by the Owner or the Surety on the performance bond, or another contractor in completion of the work; and the Contractor shall not receive any rental or credit therefor (except when used in connection with Extra Work, where credit shall be allowed as provided for under Section 6, Extra Work and Claims), it being understood that the use of such equipment and materials will ultimately reduce the cost to complete the work and be reflected in the final settlement. Where there is no performance bond provided or in case the Surety should fail to commence compliance with the notice for completion hereinbefore provided for, within ten (10) days after service of such notice, then the Owner may provide for completion of the work in either of the following elective manners: (1) The Owner may thereupon employ such force of men and use such machinery, equipment, tools, materials and supplies as said Owner may deem necessary to complete the work and charge the expense of such labor, machinery, equipment, tools, materials and supplies to said Contractor, and expense so charged shall be deducted and paid by the Owner out of such moneys as may be due, or that may thereafter at any time become due to the Contractor under and by virtue of this Agreement. In case such expense is less than the sum which would have been payable under this contract, if the same had been completed by the Contractor, then said Contractor shall receive the difference. In case such expense is greater than the sum which would have been payable under this contract, if the same had been completed by said Contractor, then the Contractor and/or his Surety shall pay the amount of such excess to the Owner, or (2) The Owner under competitive bids, taken after notice published as required by law, may let the contract for the completion of the work under substantially the same terms and conditions which are provided in this contract. In case there is any increase in cost to the Owner under the new contract as compared to what would have been the cost under this contract, such increase shall be charged to the Contractor and the Surety shall be and remain bound therefor. However, should the cost to complete any such contract prove to be less than would have been the cost to complete under this contract, the Contractor and/or his Surety shall be credited therewith. When the work shall have been substantially completed the Contractor and his Surety GC -31 shall be so notified and Certificates of Completion and Acceptance, as provided in Paragraph 5.06 hereinabove, shall be issued. A' complete itemized statement of the contract accounts, certified to by the Engineer as being correct, shall then be prepared and delivered to the Contractor and his Surety, whereupon the Contractor and/or his Surety, or the Owner as the case may be, shall pay the balance due as reflected by said statement, within fifteen (15) days after the date of such Certificate of Completion. In the event the statement of accounts shows that the cost to complete the work is less than that which would have been the cost to the Owner had the work been completed by the Contractor under the terms of this contract; or when the Contractor and/or his Surety shall pay the balance shown to be due by them to the owner, then all machinery, equipment, tools, materials or supplies left on the site of the work shall be turned over to the Contractor and/or his Surety. Should the cost to complete the work exceed the contract price, and the Contractor and/or his Surety fail to pay the amount due the Owner within the time designated hereinabove, and there remains any machinery, equipment, tools, materials or supplies on the site of the work, notice thereof, together with an itemized list of such equipment and materials, shall be mailed to the Contractor and his Surety at the respective addresses designated in this contract, provided, however, that actual written notice given in any manner will satisfy this condition. After mailing, or other giving of such notice, such property shall be held at the risk of the Contractor and his Surety subject only to the duty of the Owner to exercise ordinary care to protect such property. After fifteen (15) days from the date of said notice the Owner may sell such machinery, equipment, tools, materials or supplies and apply the net sum derived from such sale to the credit of the Contractor and his Surety. Such sale may be made at either public or private sale, with or without notice, as the Owner may elect. The Owner shall release any machinery, equipment, tools, materials, or supplies, which remain on the work, and belong to persons other than the Contractor or his Surety, to their proper owners. The books on all operations provided herein shall be opened to the Contractor and his Surety. 7.02 Abandonment by Owner gencond met/spec In case the Owner shall fail to comply with the terms of this contract, and should fail to comply with said terms within ten (10) days after written notification by the Contractor, then the Contractor may suspend or wholly abandon the work, and may remove therefrom all machinery, tools and equipment, and all materials on the site of work that have not been included in payments to the Contractor and have not been wrought into the work. And thereupon the Engineer shall make an estimate of the total amount earned by the Contractor, which estimate shall include the value of all work actually completed by said Contractor (at the prices stated in the attached proposal where unit prices are used), the value of all partially completed work at a fair and equitable price, and the amount of all Extra Work performed at the prices agreed upon, or provided for by the terms of this contract, and a reasonable sum to cover the cost of any provisions made by the Contractor to carry the whole work to completion and which cannot be utilized. The Engineer shall GC -32 then make a final statement of the balance due the Contractor by deducting from the above estimate all previous payments by the Owner and all other sums that may be retained by the Owner under the terms of this Agreement and shall certify same to the Owner who shall pay to the Contractor on or before thirty (30) days after the date of the notification by the Contractor the balance shown by said final statement as due the Contractor, under the terms of this Agreement. 8. Subcontractors 8.01 Award of Subcontracts for Portions of the Work gencond msthpec Unless otherwise specified in the Contract Documents or in the Instructions to Bidders, the Contractor, as soon as practicable after the award of the Contract, shall furnish to the Engineer in writing for acceptance by the Owner and the Engineer a list of the names of the Subcontractors proposed for the principal portions of the work. The Engineer shall promptly notify the Contractor in writing if either the Owner or the Engineer, after due investigation, has reasonable objection to any Subcontractor on such list and does not accept him. Failure of the Owner or Engineer to make objection promptly to any Subcontractor on the list shall constitute acceptance of such Subcontractor. The Contractor shall not contract with any Subcontractor or any person or organization (including those who are to furnish materials or equipment fabricated to a special design) proposed for portions of the work designated in the Contract Documents or in the Instructions to Bidders or, if none is so designated, with any Subcontractor proposed for the principal portions of the work who has been rejected by the Owner and the Engineer. The Contractor will not be required to contract with any Subcontractor or person or organization against whom he has a reasonable objection. If the Owner or Engineer refuses to accept any Subcontractor or person or organization on a list submitted by the Contractor in response to the requirements of the Contract Documents or the Instructions to Bidders, the Contractor shall submit an acceptable substitute and the Contract amount shall be increased or decreased by the difference in cost occasioned by such substitution and an appropriate change order shall be issued; however, no increase in the Contract amount shall be allowed for any such substitution unless the Contractor has acted promptly and responsively in submitting for acceptance any list or lists of names as required by the Contract Documents or the Instructions to Bidders. If the Owner or the Engineer requires a change of any proposed Subcontractor or person or organization previously accepted by them, the Contract amount shall be increased or decreased by the difference in cost occasioned by such change and an appropriate Change Order shall be issued GC-33 The Contractor shall not make any substitution for any Subcontractor or person or organization who has been accepted by the Owner and the Engineer, unless the substitution is acceptable to the Owner and the Engineer. 8.02 Subcontractual Relations All work performed for the Contractor by a Subcontractor shall be pursuant to an appropriate written agreement between the Contractor and the Subcontractor (and where appropriate between Subcontractors and Sub - subcontractors) which shall contain provisions that: gencond mztlspee (1) preserve and protect the rights of the Owner and Engineer under the Contract with respect to the work to be performed under the subcontract so that the subcontracting thereof will not prejudice such rights; (2) require that such work be performed in accordance with the requirements of the Contract Documents; (3) require submission to the Contractor of the applications for payment under each subcontract to which the Contractor is a party, in reasonable time to enable the Contractor to apply for payment in accordance with this contract; (4) require that all claims for additional costs, extensions of time, damages for delays or otherwise with respect to subcontracted portions of the work shall be stibmitted to the Contractor (via any Subcontractor or Sub - subcontractor where appropriate) in sufficient time so that the Contractor may comply in the manner provided in the Contract Documents for like claims by the Contractor upon the Owner; (5) obligate each subcontractor specifically to consent to the provisions of this section. A copy of all such Subcontract Agreements shall be filed by the Contractor with the Engineer before the Subcontractor shall be allowed to commence work. 8.03 Payments to Subcontractors The Contractor shall pay each Subcontractor, upon receipt of payment from the Owner, an amount directly based upon the value of the work performed and allowed to the Contractor on account of such Subcontractor's work, less the percentage retained from payments to the Contractor. The Contractor shall also require each Subcontractor to make similar payments to his subcontractors. If the Engineer fails to approve a payment for any cause which is the fault of the Contractor and not the fault of a particular Subcontractor, the Contractor shall pay the Subcontractor on demand, made at any time after the Certificate for Payment should otherwise have been issued, for his work to the extent completed, less the retained GC -34 9. Separate Contracts 9.01 Owner's Right to Award Separate Contracts 9.02 Mutual Responsibility of Contractors gcneend mdh,pec percentage. The Engineer may, on request and at his discretion, furnish to any Subcontractor, if practicable, information regarding percentages of completion certified to the Contractor on account of work done by such Subcontractors. Neither the Owner nor the Engineer shall have any obligation to pay or to see to the payment of any moneys to such Subcontractor except as may otherwise be required. The Owner reserves the right to award other contracts in connection with other portions of the project under these or similar conditions of the Contract. When separate contracts are awarded for different portions of the Project, The Contractor" in the contract documents in each case shall be the contractor who signs each separate contract The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and equipment and the execution of their work, and shall properly connect and coordinate his work with theirs. If any part of the Contractor's work depends for proper execution or results upon the work of any other separate contractor, the Contractor shall inspect and promptly report to the Engineer any apparent discrepancies or defects in such work that render it unsuitable for such proper execution and results. Failure of the Contractor to so inspect and report shall constitute an acceptance of the other contractor's work as fit and proper to receive his Work, except as to defects which may develop in the other separate contractor's work after the execution of the Contractor's Work. Should the Contractor cause damage to the work or property of any separate contractor on the project, the Contractor shall, upon due notice, settle with such other contractor by agreement or arbitration, if he will so settle. If such separate contractor sues the Owner or initiates an arbitration proceeding on account of any damage alleged to have been so sustained, the Over shall notify the Contractor who shall defend such proceedings at the Contractor's expense, and if any judgment or award against the Owner arises therefrom the Contractor shall pay or satisfy it and shall reimburse the Owner for all attomey's fees and court or arbitration costs which the Owner has incurred. GC -35 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9.03 Cutting and Patching under Separate Contracts gencond msVspec The Contractor shall be responsible for any cutting, fitting and patching that may be required to complete his work except as otherwise specifically provided in the Contract Documents. The Contractor shall not endanger any work of any other contractors by cutting, excavating or otherwise altering any work and shall not cut or alter the work of any other contractor except with the written consent of the Engineer. Any costs caused by defective or ill -timed work shall be borne by the party responsible therefor. 10. Protection of Persons and Property 10.01 Safety Precautions and Programs The Contractor shall be responsible for initiating, maintaining and supervising all safety precautions and programs in connection with the work. 10.02 Safety of Persons and Property The Contractor shall take all reasonable precautions for the safety of, and shall provide all reasonable protection to prevent damage, injury, or loss to: (1) all employees on the work and all other persons who may be affected thereby: (2) all the work and all materials and equipment to be incorporated therein, whether in storage or off the site, under the care, custody or control of the Contractor or any of his Subcontractors or Sub - Subcontractors; and (3) other property at the site or adjacent thereto, including trees, shrubs, lawns, walks, pavements, fences, roadways, structures and utilities not designated for removal, relocation or replacement in the course of construction. The Contractor shall comply with all applicable laws, ordinances, rules, regulations and lawful orders of any public authority having jurisdiction for the safety of persons or property or to protect them from damage, injury or loss. He shall erect and maintain, as required by existing conditions and progress of the work, all reasonable safeguards for safety and protection, including posting danger signs and other warnings against hazards, promulgating safety regulations and notifying owners and users of adjacent utilities. When the use or storage of explosives or other hazardous materials or equipment is necessary for the execution of the work, the Contractor shall exercise the utmost care and shall carry on such activities under the supervision of properly qualified personnel. All Blasting, including methods of storing and handling explosives and highly GC -36 gencond mstlspec inflammable materials, shall conform to Federal, State, Local Laws and Ordinances. All City Ordinances shall be complied with even though some or all of the blasting is done outside the City Limits unless the applicable Ordinance is in conflict with the law of the jurisdiction where the action is being taken. The following is a list of requirements in addition to Federal, State, and Local Laws and Ordinances. 1. The Contractor shall furnish the City of Round Rock with a Certificate of Blasting Insurance in the amount of $300,000.00 for each contract, at least twenty -four hours prior to using explosives. A blasting permit must be obtained from the City at least five (5) days prior to use of explosives. If Blasting is covered under the Contractors General Insurance Certificate for each contract, a separate blasting certificate will not be required. 2. The following public utility companies and City Department will be notified by the Contractor, on every occasion, at least twenty -four (24) hours prior to the use of explosives: Water and Wastewater, Electric, Gas, Telephone and the City Engineering Department. 3. Explosive materials to be used shall be limited to blasting agents and dynamite, unless prior approval of other materials is obtained in writing from the Engineering Department. 4. During blasting, all reasonable precautions shall be taken to protect pedestrians, passing vehicles, and public or private property. Blasting mats or protective cover shall be used when required by the City Inspector, the permit, or by safe blasting practices. 5. All explosives shall be stored in accordance with Chapter 5, Section 5.200, of the City Code. 6. The Director of Engineering or his representative shall have the right to limit the use of explosives and /or blasting methods which in his opinion are dangerous to the public or nearby property of any kind. 7. The Contractor, at his expense, shall promptly repair or replace all items known to be damaged as a result of blasting. All claims of damage shall be investigated by the City or by Consulting Firms approved by the City. 8. The Contractor shall maintain accurate records throughout the Blasting operations showing the type explosive used, number of holes, pounds per hole, depth of hole, total pounds per shot, delays used, date and time of blast and initials of the Inspector. The Contractor is fully responsible for GC -37 geneond msthpec all claims resulting from his blasting operation. All damage or loss to any property referred to in this article caused in whole or in part by the Contractor, any Subcontractor, any Sub - subcontractor, or anyone directly. or indirectly employed by any of them, or by anyone for whose acts any of them may be liable, shall be remedied by the Contractor, except damage or loss attributable solely to faulty Drawings or Specifications or solely to the acts or omissions of the Owner or Engineer or anyone employed by either of them, and not attributable in any degree to the fault or negligence of the Contractor. The contractor shall designate a responsible member of his organization at the site whose duty shall be the prevention of accidents. This person shall be the Contractor's superintendent unless otherwise designated in writing by the Contractor to the Owner and the Engineer. 10.03 Location and Protection of Utilities Notwithstanding any other provision of this contract, the Contractor shall be solely responsible for the location and protection of any and all public utility lines and utility customer service lines in the work area. The Contractor shall exercise due care to locate and to mark, uncover or otherwise protect all such lines in the construction zone and any of the Contractor's work or storage areas. Upon request, the Owner shall provide such information as it has about the location and grade of water, sewer, gas, and telephone and electric lines and other utilities in the work area but such information shall not relieve or be deemed to be in satisfaction of the Contractor's obligation hereunder, which shall be primary and nondelegable. Any such lines damaged by the Contractor's operations shall be immediately repaired by the Contractor or he shall cause such damage to be repaired at his expense. GC-38 5.0 SPECIAL CONDITIONS SECTION 01- INFORMATION 01 -01 ENGINEER The word "Engineer" in these Specifications shall be understood as referring to the City of Round Rock, 221 East Main Street, Round Rock, Texas 78664, Engineer of the Owner, or the Engineer's authorized representative to act in any particular position for the Owner. 01 -02 COPIES OF PLANS AND SPECIFICATIONS FURNISHED The Agreement will be prepared in not less than five (5) counterpart (original signed) sets. Owner will furnish Contractor two (2) sets of conforming Contract Documents and Specifications and four (4) sets of Plans free of charge, and additional sets will be obtained from the Engineer at commercial reproduction rates plus 20% for handling. 01 - 03 GOVERNING CODES All construction as provided for under these Plans and Specifications shall be governed by any existing Resolutions, Codes and Ordinances, and 'any subsequent amendments or revisions thereto as set forth by the Owner. 01 -04 LIQUIDATED DAMAGES FOR FAILURE TO COMPLETE ON TIME The Contractor agrees that time is of the essence for this Contract and that the definite value of damages which would result from delay would be incapable of ascertainment and uncertain, so that for each day of delay beyond the number days of herein agreed upon for the completion of the work herein specified and contracted for, after due allowance for such extension of time as is provided for under the provisions of Section 4.02 of the General Conditions, the Owner may withhold permanently from the Contractor's total compensation, not as penalty but as liquidated damages, the sum of $100.00 per calendar day. 01 -05 LOCATION 01 -06 USAGE OF WATER All water used during construction shall be provided by the City. The City shall specify the location from which the Contractor is to procure water. The The location of work shall be as mentioned in the Notice to Bidders and as indicated on Plans. SC -2 Contractor shall be responsible for providing all apparatus necessary for procuring, storing, transporting and using water during construction. The Contractor shall strive to use that amount of water which is reasonable to perform the work associated with this contract and shall endeavor to avoid excessive waste. The Contractor will be required to pay for all water used if it is found that unnecessary or excessive waste is occurring during construction. 01 -07 PAY ESTIMATES If pay estimates from the Contractor are not received by the Engineer on or before the time specified in Section 5.04 of the General Conditions, then the pay estimate will not be processed and will be returned to Contractor. SECTION 02 SPECIAL CONSIDERATIONS 02 - 01 CROSSING UTILITINS Prior to commencing the work associated with this contract, it shall be the Contractor's responsibility to make arrangements with the Owners of such utility companies to uncover their particular utility lines or otherwise confirm their location. Certain utility companies perform such services at their own expense, however, where such is not the case, the Contractor will cause such work to be done at his own expense. 02 - 02 UTILITY SERVICES FOR CONSTRUCTION The Contractor will be responsible for providing his own utility services while performing the work associated with this contract No additional payment will be made for this item. 02 -03 GUARANTEES The Contractor warrants the materials and workmanship and that the work is in conformance with the plans and specifications included in this contract for the period that the Maintenance Bond, as outlined in Section 04 of the Special Conditions, is in effect. Upon notice from Owner, the Contractor shall repair defects in all construction or materials which develop during specified period and at no cost to Owner. Neither final acceptance, Certificate of Completion, final payment nor any provision in Contract Documents relieves Contractor of above guarantee. Notice of observed defects will be given with reasonable promptness. Failure to repair or replace defect upon notice entitles Owner to repair or replace same and recover reasonable cost thereof from Contractor. 02 -04 MINIMUM WAGE SCALE specondszt/spects SC -3 Contractors are required to pay prevailing wage rates to laborers, workmen and mechanics employed on behalf of the City engaged in the construction of public works. The wage rate for these jobs shall be the general prevailing wage rates for work of a similar character. This applies to Contractors and Subcontractors. The Contractors and Subcontractors shall keep and make available records of workers and their wages. Contractors and Subcontractors shall pay the prevailing wage rates as adopted by the Owner. There is a statutory penalty of $60.00 per worker per day or portion of a day that the prevailing wage rate is not paid by the Contractor or any Subcontractor. 02 - 05 LIMIT OF FINANCIAL RESOURCES The Owner has a limited amount of financial resources committed to this Project; therefore, it shall be understood by all bidders that the Owner may be required to change and/or delete any items which he may feel is necessary to accomplish all or part of the scope of work within its limit of financial resources. Contractor shall be entitled to no claim for damages anticipated profits on any portion of work that may be omitted. At any time during the duration of this contract, the Owner reserves the right to omit any work from this contract. Unit prices for all items previously approved in this contract shall be used to delete or add work per change order. 02 -06 CONSTRUCTION REVIEW The Owner shall provide a project representative to review the quality of materials and workmanship. 02 -07 LIMITS OF WORK AND PAYMENT It shall be the obligation of the Contractor to complete all work included in this Contract, so authorized by the Owner, as described in the contract documents and technical specifications. All items of work not specifically paid for in the bid proposal shall be included in the unit price bids. Any question arising as to the limits of work shall be left up to the interpretation of the Engineer. 02 - 08 PAYMENT FOR MATERIALS ON HAND Owner will not pay for materials on hand. Payment will be made for work completed in accordance with monthly estimate procedure stipulated in the General Conditions of the Agreement. 02 -09 "AS- BUILT" DRAWINGS SC-4 The Contractor shall mark all changes and revisions on all of his copies of the working drawings during the course of the Project as they occur. Upon completion of the Project and prior to final acceptance and payment, the Contractor shall submit to the Engineer one set of his working drawings, dated and signed by himself and his project superintendent and labeled as "As- Built", that shows all changes and revisions outlined above and that shows field locations of all above ground appurtenances including but not limited to valves, fire hydrants and manholes. These as -built drawings shall become the property of the Owner. Each appurtenance shall be located by at least two (2) horizontal distances measured from existing, easily identifiable, immovable appurtenances such as fire hydrants or valves. Property pins can be used for as- builts tie -ins provided no existing utilities as previously described are available. Costs for delivering as -built drawings shall be subsidiary to other bid items. 02 - LAND FOR WORK Owner provides, as indicated on Drawings, land upon which work is to done, right -of -way for access to same and such other lands which are designated for use of Contractor. Contractor provides, at his expense and without liability of Owner, any additional land and access thereto that may be required for his construction operations, temporary construction facilities, or for storage of materials. 02 -11 DEVIATIONS OCCASIONED BY UTILITY STRUCTURES Whenever existing utilities, not indicated on Plans, present obstructions to grade and alignment of proposed improvements immediately notify engineer, who without delay, will determine if existing utilities are to be relocated, or grade and alignment of proposed improvements changed. Where necessary to move existing services,poles, guy wires, pipelines, etc., as determined by the Engineer, the Contractor will make arrangements with the owner of the utility to be moved and have it moved. The costs of any utility relocations will be at the Contractor's sole expense. Owner will not be liable for relocations costs or damages on account of delays due to changes made by owners of privately owned utilities which hinder progress of the work. 02 -12 CONSTRUCTION STAKING specond.msgspecs All construction staking required to complete the work associated with this contract shall be provided by the Contractor. The Contractor shall be responsible for determining the layout and extent of staking necessary to construct the improvements to the lines and grades shown in the Plans. This item shall not be paid for separately and shall be considered subsidiary to other bid items. SC -5 SECTION 03- TRAFFIC CONTROL Access shall be provided for residents and emergency vehicles at all times. When it becomes necessary to restrict access, the Contractor shall notify all applicable agencies (ie. Fire Department, E.M.S., Public Works, etc.). At the end of each day two lanes of traffic shall be opened to the public. The Contractor shall be responsible for all maintenance, signing and safety precautions necessary for traffic control. This item shall be considered subsidiary to other bid items and no additional compensation shall be given for complying with this Special Condition. SECTION 04 MAINTENANCE BOND Per City of Round Rock Ordinances, a two (2) year Maintenance Bond naming the City of Round Rock as obligee will be required for public streets constructed without lime stabilization of subgrade material when the Plasticity Index of the subgrade is above 24. Maintenance Bond shall remain in effect for two (2) years from date of City of Round Rock acceptance of improvements. Such bonds shall be from an approved surety company holding a permit from the State of Texas to act as surety or other surety or sureties acceptable to the Owner prior to final payment. A one (1) year Maintenance Bond in the amount of one hundred (100 %) percent of the contract price will be required for all other improvements and shall be submitted prior to final payment. Such bonds shall be from an approved surety company holding a permit from the State of Texas to act as surety (and acceptable according to the latest list of companies holding certificates of authority from the Security of the Treasury of the United States) or other surety or sureties acceptable to the Owner prior to final payment. SECTION 5 INSURANCE Section 3.18 of the General Conditions of the Agreement is hereby amended to include the following: spesood.mstispees 3.18 Insurance Contractor shall carry insurance in the following types and amounts for the duration of this Contract, which shall include items owned by Owner in care, custody and control of Contractor prior and during construction and warranty SC-6 ,ro"amsyspecs period, and furnish Certificates of Insurance along with copies of policy declaration pages and all policy endorsements as evidence thereof: a. Statutory Worker's Compensation and minimum $100,000 Employers Liability Insurance. b. Commercial General Liability Insurance with minimum limits of $500,000 per occurrence and $1,000,000 Aggregate or $500,000 for this designated project and $100,000 Fire Damage. c. Automobile Liability Insurance for all owned, nonowned and hired vehicles with minimum limits for Bodily Injury of $250,000 for each person and $500,000 for each occurrence and Property Damage limits of $100,000 or Combined Single Limit of $600,000. d. On all new or remodeling building projects: All Risk Builders Risk Insurance for insurable building projects shall be insured in the amount of the contract price for such improvements. Owner and Contractor waive all rights against each other for damages caused by fire or other perils to the extent covered by Builders Risk Insurance required under this section, except as to such rights as they may have in the proceeds of such insurance. Contractor shall require similar waivers by Subcontractors and Sub - subcontractors. e. Owner and Contractor's Protective Policy. The Contractor shall provide and maintain during the life of this contract and until all work under said contract has been completed and accepted by the Owner, an Owner's and Contractor's Protective Policy which co- insures the Owner and the Owner's agents and employees with the same Commercial General Liability coverage as described above, entitled "Commercial General Liability Insurance." When offsite storage is permitted, policy will be endorsed for transit and off site storage in amounts sufficient to protect property being transported or stored. This insurance shall include, as insured, City of Round Rock, Contractor, Subcontractors and Sub - subcontractors in the work, as their respective interest may appear. If insurance policies are not written for amount specified in b. and c. above, Contractor is required to carry an Excess Liability Insurance Policy for any difference in amounts specified. Contractor shall be responsible for deductibles and self insured retentions, if SC -7 specondmelspee any, stated in policies. Any self insured retention hall not exceed ten percent of minimum required limits. All deductibles or self insured retentions shall be disclosed on Certificate of Insurance required above. Contractor shall not commence work at site under this Contract until he has obtained required insurance and until such insurance has been reviewed by Owner's Contract Administration Office. Contractor shall not allow any Subcontractors to commence work until insurance required has been obtained and approved. Approval of insurance by Owner shall not relieve or decrease liability of Contractor hereunder. Insurance to be written by a company licensed to do business in the State of Texas at the time policy is issued and acceptable to owner. Contractor shall produce an endorsement to each effected policy: 1. Naming City of Round Rock, 221 East Main Street, Round Rock, Texas 78664 as additional insured (except Workers' Compensation and Builders Risk). 2. That obligates the insurance company to notify Joanne Land, City Secretary, City of Round Rock, 221 East Main Street, Round Rock, Texas 78664 of any and all changes to policy 30 days prior to change. 3. That the "other" insurance clause shall not apply to Owner where City of Round Rock is an additional insured shown on policy. It is intended that policies required in this agreement, covering both Owner and Contractor, shall be considered primary coverage as applicable. Contractor shall not cause any insurance to be canceled nor permit any insurance to lapse during term of this Contract or as required in the Contract. If Contractor is underwritten on a claim -made basis, the retroactive date shall be prior to, or coincident with, the date of this Contract and the Certificate of Insurance shall state that coverage is claims made and also the retroactive date. Contractor shall maintain coverage for duration of this Contract and for two years following completion of this Contract. Contractor shall provide the City annually a Certificate of Insurance as evidence of such insurance. It is further agreed that Contractor shall provide Owner a 30 day notice of aggregate erosion, an advance of the retroactive date, cancellation and/or renewal. It is also agreed that Contractor will invoke the tail option at request of Owner and the Extended Reporting Period (ERP) premium shall be paid by SC -8 specondanstispees Contractor. Owner reserves the right to review insurance requirements of this section during effective period of the Contract and to make reasonable adjustments to insurance coverages and their limits when deemed necessary and prudent by Owner based upon changes in statutory law, court decisions or the claims history of the industry as well as Contractor. Owner shall be entitled, upon request, and without expense, to receive copies of policies and all endorsements thereto and may make any reasonable requests for deletion or revision or modification of particular policy terms, conditions, limitations or exclusions, except where policy provisions are established by law or regulation binding upon either of the parties hereto or the underwriter on any of such policies. Actual losses not covered by insurance as required by the section shall be paid by Contractor. SC -9 6.0 TECHNICAL SPECIFICATIONS ITEM 1 GENERAL DESCRIPTION 1.01 SCOPE OF WORK The work covered by these Specifications consists of furnishing all labor, equipment, appliances, materials and performing all operations in connection with the inspection and testing of Northeast Round Rock Utility Mains complete in accordance with the Plans, and subject to the terms and conditions of the Contract Documents. 1.02 GOVERNING TECHNICAL SPECIFICATIONS NOTE: The item number designation shown in parentheses adjacent to captions herein is a reference to City of Austin Standard Specifications. techspec.lab/spec.tw STREET, WATER, SEWER AND DRAINAGE IMPROVEMENTS The current City of Austin Standard Specifications as adopted and amended by the City of Round Rock and the current City of Austin Erosion and Sedimentation Control Manual are hereby referred to and included in this contract as fully and to the same extent as if copied at length herein and they shall be applied to this project except as modified in these Specifications and on the Plans. Wherever the term "City of Austin" is used in the Austin Specifications, it shall be construed to mean the City of Round Rock. Wherever the term "Engineer" is used in the Austin Specifications, it shall be construed to mean the City of Round Rock. TS -1 ITEM 2 CONTROL OF WORK 2.01 CLEAN -UP 2.01.1 CONSTRUCTION SITE During construction the Contractor shall keep the site free and clean from all rubbish and debris and shall clean -up the site promptly when notified to do so by the Engineer. The Contractor shall, at his own expense, maintain the streets and roads free from dust, mud, excess earth or debris which constitutes a nuisance or danger to the public using the thoroughfare, or the occupants of adjacent properties. Care shall be taken to prevent spillage on streets and roads over which hauling is done, and any such spillage or debris deposited on streets, due to the Contractor's operations, shall be immediately removed. 2.01.2 BACKWORK The Contractor shall coordinate his operations in such a manner as to prevent the amount of clean-up and completion of back works from becoming excessive. Should such a condition exist, the Engineer may order all or portions of the work to cease and refuse to allow any work to commence until the back work is done to the Engineer's satisfaction. 2.02 GRADING ucec.u,wsac.nv The Contractor shall do such grading in and adjacent to the construction area associated with this contract as may be necessary to leave such areas in a neat and satisfactory condition approved by the Engineer. TS -2 ITEM 3 EXAMINATION AND REVIEW 3.01 EXAMINATION OF WORK The work covered under this Contract shall be examined and reviewed by the Engineer, representatives of all govemmental entities which have jurisdiction, and the Owner's authorized representative. The quality of material and the quality of installation of the improvements shall be to the satisfaction of the Engineer. It shall be the Contractor's responsibility for the construction methods and safety precautions in the undertaking of this Contract. 3.02 NOTIFICATION The Engineer and Owner must be notified a minimum of 24 -hours in advance of beginning construction, testing, or requiring presence of the Engineer, project representative, or Owner's representative. 3.03 CONSTRUCTION STAKING The Engineer shall furnish the Contractor reference points and benchmarks that in the Engineer's opinion, provide sufficient information for the Contractor to perform construction staking. 3.04 PROTECTION OF STAKES, MARKS, ETC. techspec.lhb/spec.tw All engineering and surveyor's stakes, marks, property corners, etc., sh4 be carefully preserved by the Contractor, and in case of destruction or removal during the course of this project, such stakes, marks, property comers, etc., shall be replaced by the Contractor at the Contractor's sole expense. TS -3 1 1 1 1 1 1 1 1 1 1 1 4.04 PROPERTY LINES AND MONUMENTS The Contractor shall be responsible for the protection, reference and resetting of property comer monuments if disturbed. 4.05 DISPOSAL OF SURPLUS MATERIAL The Contractor shall at his own expense, make arrangement for the disposal of surplus material, such as rock, trees, brush and other unwanted backfill materials. 4.06 CONTRACTOR'S USE OF PREMISES The Contractor shall, at his own expense, provide additional space as necessary for his operations and storage of materials. 1 1 1 1 1 1 ITEM 4 PROTECTION AND PRECAUTION 4.01 WORK IN FREEZING WEATHER Portions of the work may continue as directed by the Engineer. 4.02 PROTECTION OF TREES, PLANTS AND SHRUBS 4.03 TRAFFIC CONTROL MEASURES AND BARRICADES t,thspcc.lhb/spec.tw The Contractor shall take necessary precautions to preserve all existing trees, plants and shrubs but where it is justifiable and necessary the Contractor may remove trees and plants for construction right -of -way but only with approval of the Engineer. Traffic control measures and barricades shall be installed in accordance with the Texas Manual of Uniform Traffic Control Devices and in other locations deemed necessary by the Engineer, for the protection life and property. Under no circumstances will any existing road be permitted to remain closed over a weekend. No separate pay will be made for this item. Costs for this item shall be subsidiary to other items of work TS-4 ITEM 5 MATERIALS 5.01 TRADE NAMES Except as specified otherwise, wherever in the specifications an article or class of material is designated by a trade name or by the name or catalog number of any maker, patentee, manufacturer, or dealer, such designations shall be taken as intending to mean and specify the articles described or another equal thereto in quality, finish, and serviceability for the purpose intended, as may be determined and judged by the Engineer in his sole discretion. 5.02 MATERIALS AND WORKMANSIII.P techspec.111b/spec.tw No material which has been used by the Contractor for any temporary purpose whatever is to be incorporated in the permanent structure without the written consent of the Engineer. Where materials or equipment are specified by a trade or brand name, it is not the intention of the owner to discriminate against an equal product of another manufacturer, but rather to set a definite standard of quality for performance, and to establish an equal basis for the evaluation of bids. Where the words "equivalent ", "proper" or "equal to" are used, they shall be understood to mean that the item referred to shall be "proper ", the "equivalent" a or "equal to some other item, in the opinion or judgement of the Engineer. Unless otherwise specified, all materials shall be the best of their respective kinds and shall be in all cases fully equal to approved samples. Notwithstanding that the words "or equal to" or other such expressions may be used in the specifications in connection with a material, manufactured article or process, the material, article or process specifically designated shall be used, unless a substitute is approved in writing by the Engineer, and the Engineer will have the right to require the use of such specifically designated material, article or process. TS -5 7.0 PLANS, DETAILS AND NOTES PLAN SHEET GENERAL DESCRIPTION PLANS The work covered by the plans listed in this section consists of furnishing all labor, equipment, materials, and performing all operations in connection with the construction of the Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail complete with accordance with the Plans, and subject to the terms and conditions of the Contract Documents. PLANS The Contractor awarded the bid will be provided the plans details for the widening of Sam Bass Road to create the right turn lane at Chisholm Trail on July 21, 1997. All quantities are approximate and represent the quantities of work that will be required. The traffic signal pole and anchor bolts will be furnished by the City. The Contractor will furnish all other signal heads and hardware necessary for relocated signal pole to be operational before removing the existing poles. Removal of the existing curb will be subsidiary to the placement of the existing curb. The contractor will be responsible for placing top soil and seeding all areas behind the curb and sidewalk. This work will be subsidiary to the various bid items. plans95sam.doc/bspectw PDN- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 GENERAL NOTES 1. All construction shall be in accordance with the City of Austin Standard Construction Specifications as adopted and amended by the City of Round Rock. 2. If blasting is planned by the Contractor, a blasting permit must be secured from the City of Round Rock prior to commencement of any construction. Blasting will not be permitted within 15 feet of any existing utility lines or structures without prior written consent of the Engineer. 3. Any existing utilities, pavement, curbs, sidewalks, structures, trees, etc., that are damaged or removed shall be repaired or replaced by the Contractor at no cost to the Owner. 4. The Contractor shall verify all depths and locations of existing utilities prior to any construction. Any discrepancies with the construction plans found in the field shall be brought immediately to the attention of the Engineer. 5. Manhole frames, covers, valves, cleanouts, etc. shall be raised to finished grade prior to final paving construction. 6. The Contractor shall give the City of Round Rock 48 hours notice before beginning each phase of construction. Telephone 218 -5555 (Public Works Department). 7. All areas disturbed or exposed during construction shall be revegetated in accordance with the plans and specifications. Revegetation of all disturbed or exposed areas shall consist of sodding or seeding, at the Contractor's option. However, the type of revegetation must equal or exceed the type of vegetation present before construction unless otherwise requested by the property owner. 8. Prior to any construction, the Contractor shall convene a preconstruction conference between the City of Round Rock, himself, the Engineer, other utility companies, any affected parties and any other entity the City or Engineer may require. 9. The Contractor and the Engineer shall keep accurate records of all construction that deviates from the plans. The Engineer shall furnish the City of Round Rock accurate "As- Built" drawings following completion of all construction. These "As- Built" drawings shall meet with the satisfaction of the Public Works Department prior to final acceptance. plans95sam.doc/b:spectw PDN- 2 10. The Round Rock City Council shall not be petitioned for acceptance until all necessary easement documents have been signed and recorded. 11. When construction is being carried out within easements, the Contractor shall confine his work to within the permanent and any temporary easements. Prior to final acceptance, the Contractor shall be responsible for removing all trash and debris within the permanent and temporary easements. Clean-up shall be to the satisfaction of the Engineer. 12. Prior to any construction, the Contractor shall apply for and secure all proper permits from the appropriate authorities. The Contractor's attention is directed to the fact that work on this project will not be allowed during peak traffic hours (from 7 a.m. to 9 a.m. and from 4 p.m. to 6p.m.). 14. Pavement marking paint (reflectorized) 4 inch width shall be measured and paid for by the equivalent length of 4 inch width stripe, white or yellow, per linear foot. plans95sam.doc/b:spectw PDN- 3 STREET AND DRAINAGE NOTES 1. All testing shall be done by an independent laboratory at the Owner's expense. Any retesting shall be paid for by the Contractor. A City inspector shall be present during all tests. City inspectors shall be given a minimum of 24 hours notice prior to any testing. Telephone 218 -5555 (Inspections). 2. Backfill behind the curb shall be compacted to obtain a minimum of 95% maximum density to within 3" of top of curb. Material used shall be primarily granular with no rocks larger than 6" in the greatest dimension. The remaining 3" shall be clean topsoil free from all clods and suitable for sustaining plant life. plans95sam.doc1b:spectw PDN- 4 TRAFFIC MARKING NOTES 1. Any methods, street markings and signage necessary for warning motorists, warning pedestrians or diverting traffic during construction shall conform to the Texas Manual of Uniform Traffic Control Devices for Streets and Highways, latest edition. This manual shall also apply to new construction in this project. plans95 sam.doc/b:spectw PDN- 5 1. Erosion control measures, site work and restoration work shall be in accordance with the City of Round Rock Erosion and Sedimentation Control Ordinance. plans95sam.doclb:spectw EROSION AND SEDIMENTATION CONTROL NOTES PDN- 6 MI I= MO NM =I IMO MN NM • MI MI PROPOSED PAVEMENT WIDENING FOR RIGHT TURN LANE r 12' - rFor- EXISTING 0.02 PROPOSED --- 1/2" TYPE D HMAC 15" BASE CITY OFFICIALS CHARLES CULPEPPER EARL PALMER ROBERT STLUKA ROD MORGAN RICK STEWART MARTHA CHAVEZ JIMMY JOSEPH ROBERT L. BENNETT, JR. JAMES NUSE, P.E. I' CITY OF ROUND ROCK, TEXAS x PUBLIC WORKS DEPARTM 6 � . .n NT CONS—T—RUCTION PLANS —FOR RIGHT TURN LANE AT S.W. CORNER OF SAM BASS ROAD & CHISHOLM TRAIL MAYOR MAYOR PRO —TERM COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER COUNCIL MEMBER CITY MANAGER DIRECTOR OF PUBLIC WORKS 8 JULY 1997 PROJECT LOCATION LOCATION MAP SHEET INDEX 1. COVER SHEET 2. DEMOLITION 3. GEOMETRY AND PERMANENT MARKING PLAN 4. GRADING AND PAVING PLAN AND PROFILE • 5. TRAFFIC CONTROL PLAN 6. PAVEMENT DETAILS 7. SIGNALIZATION MODIFICATION PLAN 8. TRAFFIC SIGNAL DETAILS EXHIBITS 4 & 18) 9. TRAFFIC SIGNAL DETAILS EXHIBITS 15 Sc 25) 10. TRAFFIC SIGNAL DETAILS EXHIBIT 20) 11. CITY OF AUSTIN MAST ARM TRAFFIC STRUCTURE (EXHIBIT 5) 12. CITY OF AUSTIN MAST ARM TRAFFIC STRUCTURE EXHIBIT 6) 13. CITY OF AUSTIN TRAFFIC SIGNAL POLE DETAIL (E IBIT 9) APPROVED FOR CONSTRUCTION BY: THOMAS E. WORD, Jr.., P.E. CITY TRAFFIC ENGINEER PUBLIC WORKS DEPARTMENT 2008 ENTERPRISE DRIVE ROUND ROCK, TEXAS 78664 M at. rt 8� M B irk a 3L.ric_ C IVIL i. LNV 11=1 MLNTA L EN .0 ITV _ 1N6 SU R`V' 11•■I0 A P.1 M- 11 11-0.= G-[E 900 ROUND ROCK AVE_ SUITE 310 ROUND ROCK, TEXAS 78681 (512)255 -1833 FAX: (512)255 -5301 mwmcf)Imwminc.com DATE Mai 7020'1 `_�-- -__.----------- -_ 0) Ta 0 - • ! G g • •7 i_�- _ ., +_tt �yL Old! __ SZ.!;; ; • I` � © Q _ PRBPMIE — T JJ J DESIGNED. MB DRAWN: JAS2 RY APPROVED: ROM JOB N0: 70203 DATE: 07/02/97 MARTIN 6- 14x(5 6- c v 14 EZ. W RIGHT�AND MENDEZ. INC. SCALE: 1' - 40' ••• 0 wva sa :a a.o 6-076 a s .v (5 .•rax 7068E (5151 233.1612 Pwx, (522) =SS -53M SAM BASS ROAD 0 CHISHOLM TRAIL ROUND ROCK. TOGS , • TP6 • EPB O SDMH • IPF —650- - 650.55 LEMBO EXISTING - FN FIRE HYDRANT ,. GP GATE POST • WV WATER VALVE O WIA WATER METER • GV GAS VALVE ▪ GM GAS METER O WNW WASTEWATER MANHOLE o CO WASTEWATER OLFANOUT PPP POWER POLE * LP 0GHT POLE TELEPHONE PULL BOX ELECTRIC PULL BOX STORM DRAIN MANHOLE IRON PIN FOUND CONTOUR SPOT ELEVATION CURB AND GUTTER CHAIN UNK FENCE ASPHALT PAVEMENT V/ / / //;.1 BUILDING UNE ®3 UM DEMOLITION TREE (SIZE.TYPE) STORM DRAINAGE UNDERGROUND 1ElEPHONE WASTEWATER WATER GAS LINE UNDERGROUND ELECTRIC, COMMUNICATORS BEER OPTIC (SWB) DEMOI ITION NOTES: 01 WORK IN DOUBLED HATCHED AREA SHALL BE DONE ONLY ON THE WEEKENDS TO ALLOW FOR CLOSURE OF OUTSIDE LANE GOING EAST ON SAM BASS ROAD. © REMOVE SIGNAL POLE CONCRETE FOUNDATION. SEE SIGNAL MODIFICATION DRAWING FOR SEQUENCE OF INSTALLING NEW MAST ARM POLE AND REMOVING OF EXISTING TL POLE. EXISTING POLE. MAST ARM, AND SIGNAL HEADS SALVAGE TO OWNER © REMOVE AND DISPOSE EXISTING WOOD AND METAL SHED ® REMOVE EXISTING WIRE AND WOOD POLE FENCE, APPROX. 220 L F. 05 REMOVE PAVEMENT SECTION AND CURB AND GUTTER REMOVAL OF PAVEMENT AND EXCAVATION IS PAID UNDER BID ITEM 1100 STREET EXCAVATION. © REMOVE EXISTING WOOD FENCE, APPROX. 2OLF. 0 REMOVE EXISTING CONCRETE RAMP, BRICK PAVERS AND CONCRETE RETA'NING WALL SECTION. BRICK PAVERS TO BE REUSED IN SIDEWALK, ANY PAVERS NOT 50 USED WILL REMAIN PROPERITY OF THE CRY. CONTRACTOR TO DELIVER TO SITE SPECIFIED BY THE CRY. ® RELOCATE EXISTING PROPANE TANK COORDINATE NEW LOCATION WITH CITY. 09 EXACT LOCATION UNKNOWN CONTRACTOR SHALL CONTACT SOUTHWESTERN BELL TELEPHONE (SWBT) FOR LOCATION OF FIBER OPTIC LINE PRIOR TO EXCAVATION IN THIS AREA i© CAUTION TOP OF EXISTING CMP (STORM DRANAGE) IS ONLY 6 TO 8 INCHES BELOW PAVEMENT SURFACE GENERAL NOTES. Ol ALL WORK REQUIRED FOR CLEARING AND DEMOLITION • SHALL BE PAD FOR TINDER ITEM 1010 PREPARING' RIGHT -OF -NAY (ROW), 3' LUMP SUM. GENERAL AREA IS WITHIN THE NEW R 0 W. LINE AND THE CONSTRUCTION LIMIT LINE SHOWN IN TRAFFIC CONTROL. SHE. 5 OF '3 ® NO WORK WILL BE ALLOWED BETWEEN THE HOURS OF 4PM TO 6PM 00 WEEKDAYS. 12 02 OF S_M BASS ROAD S 1 0 P E . E U 0 P 0 g 9, 675 _. FL 7357 SLOPE CUR8 O 0 875 -a WM CONC FAME -�- - • EXIST. CON0 ��_ Me; I15�1; I 1 II7 t :1 1 I j II I lr I 1 11 I , I I• i � 1 I i j I I i I 1 CURVE 1 RADIUS C' 15 00' C2 50 C0' C3 I 25.00' LENGTH 25 67' 6 47' 39 73' TANGENT 17 28' 3 24' 25.47' CHORD 22.65' 6 47' 35 68' 737.0 NEW R -O -W LINE 11 L2 DIRECTION DISTANCE N76'36'09"E 5876' 9691113 "E 99 65' BEARING S27 "05 "6 572'53'41'W N6516'50 "W DELTA 98'04'06" 07'24'56" 91'03'55" COORDINATES CR2 CR3 CR4 CR5 CR6 X 3128614 19 3128624 67 3128711.02 3126717.20 3128810 35 3128842 76 10162487.67 10162507.75 10162528 32 10162530 22 10162565 63 10162565.63 CR1 T/c 7365 s T/C TA _ _ B _ 736.0 SLOPE CUR0 0875 0 10 20 40 PUMP 1-1 HOUSE �L J NEW 2 -4' SOLID rainy( 200 IF NEW 24" WHITE STOP LINES 80 •SPv ''16491•NEYF 8' -00610 W1LtfE'900 kf - , o- , •I .•AMTS "4 0 -7///////// / NEW 2-3" 5000 YELLOW 60 iF a' 5010 WHRE 45 LF 547 �- DESIGNED: MB JOB NO: 70203 DRAWN: REM DATE: 07/02/97 APPROVED: ROM SCALE 1' ■40' MARTIN WRIGHT « AND ME 9T IN C. SAM BASS ROAD 0- CHISHOLM TRAIL RONO ROCIS TE10S5 EXISTING PH FIRE HYDRANT • GP GATE POST • 1V WATER VALVE o WTI WATER METER • CV CAS VALVE o CM CAS METER 0 OW WASTEWATER MANHOLE 0 CO WASTEWATER CIUNOUT - PP POWER POLE * LP LIGHT POLE • TP8 TELEPHONE PULL BOX • EPB ELECTRIC PULL BOX 050PH STORM DRAIN MANHOLE • IPF IRON PIN FOUND —650— CONTOUR x 650.55 SPOT ELEVATION OURB AND 091101 CRAM LINK FENCE v v ASPHALT PAVEMENT k / / / / //j BUILDING UNE 0 3' EU1 TREE (520.TYPE) STORM DPAPUGE UNDERGROUND TELEPHONE WASTEWATER WATER GAS UNE UNDERGROUND ELECTRIC, COMMUNICATIONS FIBER OPTIC (5WB) GEOMETRY &.MARKING PLAN 3 OF 13 1 NEW 2' -0 ROE TrTv-YHRCOA( IRT GUTTER 16 FT. LONG (32 SF) ON 6' COMP. FLEX BASE W //3 BARS_0- T2•-GOEw. SAM BASS ROAD _ 3 — L 734 _ t19U- is -�t�' _- -- ---- -- - - -- - - - -- -- -- -- - - - - - -- -- - - - - -- ---- - - - - - -- ------- _ - - -- - _ -_ - - - - - - - - - - -- -- - DESIGNED: MB DRAWN: REM mane( Ftt PROVED: ROM JOB N0. 70203 DATE. 07/02/97 MARTINEZ, WRIGHT A D N MENDEZ, INC. SAM BASS ROAD 0 CHISHOLAPTRAIL ROUND ROCK TEXAS, lESEND E%ISIMG PROPOSE) .� FH F1RE HYDRANT • OP GATE POST • %V WATER VAI.VE 0 NV WATER METER • CV CAS VALVE o CM GA5 METER 0 50.50 STORM DRAIN MANHOLE 0 GO WASTEWATER CLE1N0110 -0 PP POWER POLE 4F lP LJGHI POLE • 5013 ELECTRIC PULL BOX • TP9 TELEPHONE PULL BOX OEMH ELECTRIC MANHOLE • IP; IRON PIN FOUND —650— CONTOUR -525--- 165055 SPOT ELEVATION ®.-X - 1 -1 -1- CHAIN UTBL FENCE y .y ASPHALT PAVEMENT -,y�- CURB AND CUTTER Viiiii� ' BUILDING UNE 03 TREE (SME.TYPE) STORM DRAINAGE TELEPHONE WASTEWATER WATER GAS UNE UNDERGROUND 0ECTRIC. COMMUNICATIONS FIBER OPTIC (SWB) 51DEWAUL PROPOSED 3 1/2" HMAC WITH 9" ASPH. STABILIZED BASE PROPOSED 3 1/2" HMAC WITH 15" FLEXIBLE BASE NOTE. PROPOSED ASPH STABILIZED BASE & 3 1/2" 1-11,145 CONSTRUCTION SHALL ONLY BE DONE ON THE WEEKEND. BENCHMARK TOP OF FIRE HYDRANT AT N.W. CORNER SAM BASS ROAD AND CHISHOM TRAIL ELEVATION = 737.80' OENFRAI NOTFS• TOP OF FIRE HYDRANT AT N.W. CORNER SAM BASS ROAD AND CHISHOM TRAIL. ELEVATION = 737.80' NOTES 1 NO WORK WILL BE ALLOWED BETWEEN THE HOURS OF 4PM TO 6PM ON WEE'<DAYS 2. SEE DEMOLITION NOTE 1 FOR AREA TO BE DONE ON WEEKENDS ONLY. 3. PLACE FLEXIBLE BASE OR ASPHAI.T SLAB BASE TO MAINTAIN ADEQUATE TEMPORARY SLOPE ALONG EXISTIIJ0 PAVEMENT EDGE TO EUMINATE SHARP DROP OFF GRADING,PAVING PLAN & PROFILE 04 4 6 43 ( S 71. 00 . 00•M TEMP. 4' SOUD WHITE CONC. RIP PAP RETAINING VALL V /FENCE RET VA ASPHALT DRIVE 007 6 . 1506) I00.00, •88 1 2 •@P • /EL CONSTR ON L IMITS , r P ENCE (1992') (S69 6 0069'20'00•V0 .80025 SHED RETAINING WALL < VIRE 93.07' 57100 q ., agy � (C;( "00000.80 A 9 • '• •ti'�; • • • G A;4;: t • RANDY B IAACHEMEHL 41921 _ *.g 4Yy (S7C04 08.003 \ LP CONC. (57055•30•6) 014 13'> 870 00'1'0'E SS :1 'W) CURB CUT 2204: 20833> FLUME 57,1tLI`ING 22044' (2093 CONC. 022 4> a�- SIDEWALK Sr.F SIGN 1 • CORRUGATED METAL PIPE P ORUM TYE 080700008 a0 Y TEMP. 4' WHITE DASHED CONSTRUCTION UM TS TEMP 4" DOUBLE YELLOW BPIVE TT L ' ''JUNCTION BDX BUILDING RETAINING WALL 2' CORRUGATED METAL PPE 0 10 20 REM 0 1' =40' GO� 10720000 156.25'> 40 80 00 c 00019 DESIGNED: MB DRAWN: RDA APPROVED. ROM JOB' NO: DATE SCALE: 70203 RI 07/02/97 1' -20' MARTI IV EZ WRIQHT, AND MENDEZ, INC. I IMO A.M./. Roc: AYE. Orra SIC ROUND x .c r»XIJ "'MI mu) a+O.uoa TAJO OIZ) 266.301 SAM BASS ROAD 0 CHISHOLM TRAIL ROIMD ROCK, MUG 1 1 FGEND .BP = BALLARD POST • = IRON ROB FOUND • = CLEAN OUT • = DOWN GUY • = ELECTRIC PEDESTAL ▪ = FIRE HYDRANT P = LIGHT POLE O"B = HAIL BOX • = POWER POLE • = PULL BOX ate= SIGN ▪ • SIGNAL STANDARD OSP(D = SIGNAL PEDESTAL SHRUB • TELEPHONE PEDESTAL 0 TELEPHONE POLE 0 = WASTEWATER MANHOLE 0 = WATER MANHOLE • = WATER METER ev,y = WATER VALVE -G - = GAS LINE = UNDERGROUND ELECTPIC - OVERHEAD ELECTRIC (S = RECORD INFORMATION = EXISTING TREE GENERAL NOTES 1. ALL CONSTRUCTION SIGNS AND BARRICADES SHALL CONFORM TO THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND BE CONSISTENT WITH TXDOT BARRICADE AND CONSTRUCTION STANDARDS. CONTRACTOR SHALL PROVIDE ALL NECESSARY SIGNAGE AS REQUIRED TO COMPLY WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 2. ALL PAVEMENT MARKINGS SHALL BE TEMPORARY. 3 SIGNAL TIMING AND PHASING SHALL BE EVALUATED AND ADJUSTED BY THE CITY OF ROUND ROCK UPON IMPLEMENTATION OF THE TRAFFIC CONTROL PLAN. 4. ALL TRAFFIC CONTROL BARRICADES SIGNS TEMPORARY PAVEMENTS MARKINGS ETC ARE TO BE PAID UNDER ITEM 803L, BARRICADES SIGNS AND TRAFFIC HANDLING BY LUMP SUM. 5 ALL TEMPORARY PAVEMENT MARKINGS SHOULD BE TEMPORARY MARKING TAPE. 6 LANE CLOSURE ON SAM BASS ON WEEKENDS ONLY 7. CONTRATOR SHALL OPEN CHISHOLM TRAIL BACK TO 3 LANES FROM 2 LANES AS SOON AS PRACTICAL 8. SIDEWALK TO BE BARRICADED AND CLOSED 0 CORNER OF SAM BASS AND CHISHOLM TRAIL WITH APPROPRIATE WARNING SIGNS REMOVE EXISTING ARROWS, ONLY. AND STRIPING. INSTALL 2 -4 INCH YELLOW SOLID STRIPES AS SHOWN. REMOVE EXISTING STOP LINE INSTALL 24 INCH STOP LINES AS SHOWN. INSTALL NEW LANE USE DESIGNATION ARROWS AS SHOWN. TRAFFIC CONTROL 05.0 5 c 13 R =1/4" h 6. L GRADE CONTROL CATCH LIMIT OF 6" SUBGRADE COMPACTED TO 95% PROCTOR DENSITY COMPACTED FLEXIBLE BASE COURSE EXTEND GRADE (SEE PAVEMENT DETAILS SECTION A -A) UNE OF SUBGRADE TYPICAL BASE NOTE. INSTALL EXPANSION JOINTS AT 40'OC AND AT CURB RETURNS (PC OR PT) OR AT CORNERS. INSTALL CONTRACTION JOINTS AT 10'O C. MAX. CURB & GUTTER SECTION NEW 3 1/2" HMAC, TYPE C. BOTTOM UFT -1 1/2 ", TOP LIFT -2" ( COMP MIN. 98% OF MAX DENSITY STABILRY 40 - 55 ) EXISTING CURB AND GUTTER TO BE REMOVED WARES SAW CUT ASPHALT RECOMPACT EXISTING BASE SU�CRAR - 40,V : U�.1 - §S Ti DESIGNED: DRAWN: APPROVED TYP. LOCATION OF #3 REBAR FOR RENF. REQUIRED AT EXP JT. CATCH OR SPILL CURB & GUTTER NEW CURB AND GUTTER PRIME COAT SECTION A —A NTS MB JAS2 ROM JOB N0: 70203 DATE 07/02/97 SCALE: 1 " =10' REINSTALL RED BRICKS AS REQUIRED TO TIE -IN (SUBSIDARY)- SIDEWALK (SEE DETAIL) 4' -0" MIN. •I11111111111111111 I IIIIIIIIIIIIIIitm CONTROL JOINT 4" ROCK FREE NEW TOPSOIL NEW OR SALVAGED PLACED BY CONTRACTOR AND HYDRAULIC PLANTING WITH BERMUDA SEED AND FERTIUZE OVER ALL DISTURBED AREAS T- 12 SIDEWALK N T.S CONC. WALK N T.S PLAN SECTION A - A I L - DA. . MAX NOTE: RECONSTRUCT AS REQUIRED TO TIE -IN TO EXISTING RED BRICK SIDEWALK AND 4" CONC. RETAINING WALL SIDEWALK PEDESTRIAN RAMP OR HANDICAPPED RAMP A I-2" SAND BED --I NITS OF RAM / SUBGRADE OMPACTED 6 . X6"• #10 GAUGE WIRE MESH NOTES 1. SLOPE 1/4" PER FOOT IN DIRECTION OF DRAINAGE UNLESS OTHERWISE INDICATED 2. CONTROL JOINT SPACING = SIDEWALK WIDTH. MARTINEZ, WRIC}HT, AND MENDEZ, INC" .00 MOWN. aoC: wva •vx:e 310 aovxu nx.c,:E.x..s ...•1 a.a1 25:1o3 1,0,10 M. 2s7-6.m WING W /NON -SKID TEXTURE (SEE SPECS.) TRANSITION CURB TO MEET RAMP 6 "x6" W1.4xW1 4 WWAI CURB OR WANG 2" SAND CUSHION - 5' -6" RAMP 3 EXPANSION JOINTS 0 40' MAX INSTALL EXPANSION MATERIAL WHERE ABUTTING CURBS, STRUCTURES, RETAINING WALL. INSTALL CONTRACTION JOINTS AT 8' 0 C MAX.. WHERE SIDEWALK IS W1DER THAN 8' DIVIDE SIDEWALK EQUALLY WITH CONTRACTION JOINT(S) TYPICAL SIDEWALK DETAIL b STANDARD CURB I AND GUTTER 1 1/2 " TYPICAL UNLESS OTHERWISE SHOWN 1 PERMISSIBLE CONST. JOINT 170" MIN r 6" 2' -0" -I L a. SAM BASS ROAD 0 CHISHOLM TRAIL ROUND ROCK. 10195 3' - 0" MIN NEW CURB AND CUTTER k i, o 5 mlc 3000 psi CONC 2" MIN SIGN INSTALLATION DETAIL N CONSTUCTION DETAILS INSTALL NEW LANE USE SIGN 0.6 6 Cr 13 LEGEND --, PROPOSED SIGNAL HEADS PROPOSED CONDUIT ❑ PROPOSED GROUND BOX O PROPOSED SIGNAL POLE © PEDESTRIAN SIGNAL DESIGNED: MB JOB NO: 70203 DRAWN: REM DATE 07/02/97 Try APPROVED: ROM SCALE: 1' •20' MARTINEZ WRAC.-IT, AND MENDEZ, INC. 000 11.0‘71 woaz AVM. vrra 210 7/1.0M43.7/1.0M437/1.0M43.1. a crexw. 7A1001 v111 232.1.22 TAXI MAI 1.4201 SAM BASS ROAD 0 CHISHOLM TRAIL ROUND 80CTL TEXAS GENERAL NOTES: 1. ALL CONSTRUCTION SIGNS AND BARRICADES SHAH. CONR)RM TO THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES AND BE CONSISTENT WIN TXDOT BARRICADE AND CONSTRUCTION STANDARDS. 2. CONTRACTOR SHALL RESTORE TIE CONSTRUCTOR AREA TO ORIGINAL CONDITION PRIOR TO FINAL INSPECTION. 3 EXACT LOCATION OF POLE SW/ HEADS. PULL BOXES AND LOOP DETECTORS SHALL BE DETERMINED IN THE FIELD SUBJECT TO FINAL APPROVAL By INSPECTOR IN THE FIELD. I IS THE CONTRACTOR'S ROSPONBB0JTY TO VERIFY EXACT LOCATION5 FROM ENGINEER, PRIOR TO CONSTRUCTION. 4. ALL CONDMTS UNDER PAVED SHOULDERS OR NATURAL GROUND SHALL BE TRENCHED AND BURIED: HOWEVER. THE CONTRACTOR SHALL 81CKFILL, COMPACT, AND RESTORE TRENCHED AREA TO ORIGINAL CONDITION AND WATCH EXISTING SURFACE 00N01710N TO THE DENSITY OF ADJACENT AREA. 5. SIGNAL READS 1 AND 2 SHALL HAVE RIO INDICATORS 91114 12' LENS. SIGNAL HEAD 3 SHALL HAVE RIG. YELLOW ARROW. AND GREEN ARROW INDICATIONS W119 12' LOA. 6 SIGNAL HEADS SHALL NOT BE PLACED OVER THE ROADWAY URN. ALL NECESSARY MATERIAL IS AT NAND AS APPROVED BY THE ENGINEER IN THE FIELD. 7. INSTALL 30 FOOT MAST ARM POLE,(IYPE 1), FOUR CONDUCTOR CABLE FOR SIGNAL HEADS 1 AND 2, SEVEN CONDUCTOR CABLE FOR SIGNAL HEAD 3, PULL BOX WITH 2 INCH PVC CONDUIT TO INTERCEPT CONDUIT FR04 CONTROLLER TO COSTING MAST ARM POLE AND 2 INCH P/C CONDUIT BETWEEN P111 BOX AND PROPOSED MAST ARM POLE 8. REMOVE SIGNAL AND PEDESTRIAN PUSH BUTTON 11I0160 FROM 0(151195 MIST ARAN POLE AND RELOCATE TO PROPOSED PULL BOX VW 1110 WIERCEPIED AND SPLICED CONDUIT NOTED IN ITEM 7. EXTEND AND SPLICE 1 NECESSARY. WIRING TO PROPOSED MAST ARM POLE 9. REMOVE 090571NG 6NIST ARM POLE CONCRETE FOUNDATION 1D. ALL SPLICES SHALL BE MADE INSIDE THE POLE OR IN PULL BOXES AND 50011. BE WATER PROOF. 11. INSTALL TWO NEW LOOP DETECTORS AS SHOWN ON THE Uri107. CONDUIT FOR LOOP DETECTOR INSTALLATION SHOULD BE 1900 INCH PVC. 12. ALL WORK AND MATERIALS REWIRED FOR SIGNALIUTION MODIFICATION SHALL BE PMD BY LUMP SUM UNDER BID Imo 1SPL MAST ARM TRAFFIC STRUCTURES TO INCLUDE TRAFFIC SIGNALS. PEDESTRIAN SIGNAL, WIRE LOOPS, PULL BOXES AND WIRING POLE FOUNDATION WILL 8E BD UNDER TRAFFIC SIGNAL POLE FOUNDATION. POLE MAST RBI. AND ANCHOR BOLTS TO BE PROVIDED Br 0119 OF ROUND ROCK. 13 CONDUCTOR RESPONSIBLE FOR MAINTAINING SIGNAL OPERATOR DURING CONSTRUCTION. 14. NEW SIGNAL POLE AND HEADS TO BE COMPLETE INPUCE PRIOR TO TURNING OFF OLD SIGNAL RILE INDICA110N5. 15. FOR PERMANENT LANE MARKINGS. SEE SHEET 2 OF 13 001090900 THE F011(90780 CITY DF AUSTIN STANDARD, AND DMA DRAWINGS 960 AOO IIIONAL RFO DIREMENA• 1. O(H8I 4, TRENCH DETAIL. TRAFFIC 1GRAS - CONSTRUCTION DETAILS DATED 4-1 -97. 2. EXHIBIT 15, TYPE 8 PULL PDX, TRAFFIC SIGNALS - CONSTRUCTOR DETAILS DATED 1- 22 -97. 3. EXHIBIT 18, LOOP DETECTOR INSTALLAIIIN. TRAFFIC 9CNH5 - CON5IRUCIION DETAILS DATED 1 -22 -97 4. EXHIBIT 20, LOOP DETECTOR SPLICING DETAILS, TRAFFIC SK:NNS - CON51RR.TON DETAILS DATED 1- 22 -97. 5. EXHIBIT 25, 20' RING AND L'O FOR USE 6101 24' PULL BOXES, TRAFFIC SIGNALS - CONSTRUCTION DET5:5 DATED 4- 10 -97. 6. EXHETT 5, CRY OF AUSTIN MAST ARV TRAFFIC STRUCTURES. SHEET 1 OF 3, DATED 12- 16 -96. 7. EXHIBIT 6. CRY OF AUSTIN MAST ARM TRAFFIC STRUCTURE SHEET 2 OF 3. DATED 12- 16 -96. 8 EXHIBT 9. CRY Or AUSTIN TRAFFIC _CRAM. POLE FOUNDATION DETAIL DATED 1 -7 -97. SIGNALIZATION MODIFICATION C7.0 7 CC 13 NATURAL. GROUND SAND BEDDING TRENCH DETAIL NOTE: THIS DETAIL APPUES ONLY TO TRENCHING BEHIND • THE CURB OR EDGE OF SHOULDER WHERE NO CURB EXISTS. OACKFILL FOR OPEN CUT TRENCHING IN STREETS. DRIVEWAYS OR SIDEWALKS SHALL CONFORM* TO THE CITY OF AUSTIN'S "UTIUTY CRITERIA MANUAL. C1 OF AUSTIN DEPARTMENT OF PUBLIC WORKS AND TRANSPORTATION TRAFFIC SIGNALS - CONSTRUCTION DETAILS EXHIBIT 4 DAIS: 4 -1 -97 ORAm1 ar JCC • TIE No. EX - 004 sc • NONE DESIGNED: MB JOB N0: 70203 DRAWN: DATE: 07/02/97 APPROVED. ROM SCALE: COMPACT BACKFILL TO DENSITY OF SURROUNDING SOIL CONDUITS - SIZE & • NUMBER AS REOUIREO 1 -1' CONDUIT FROM CURB OR EDGE OF PAVEMENT TO PULL BOX PULL BOX --J 3/16 F- r LOOP IN CONCRETE OR ASPHALT LOOP DETECTOR INSTALLATION CUT SLOT TO CURB AND TUNNEL MU CURB TO PULL BOX 6' 4' 4 6' FILL SLOT WITH LOOP SEALANT NUMBER OF TURNS OF pa STRANDED THHN WIRE AS SPECIFIED se* aovn,a aooz w..z Symms ,w sovxn zoocrmrAa 71681 n.21 255.413 rwx. CUT SLOT AS PER DETAIL BELOW. NOTE: IN GENERAL. WIDTH OF LOOP DETECTORS WILL BE 6'. HOWEVER. IN CERTAIN CASES THIS OIMENSION MAY VARY. IN THESE CASES THE LOOP DIMENSIONS WILL BE AS SHOWN 011 THE PLANS OR AS SPECIFIED BY THE ENGINEER. n CITY OF= AUSTI DEPARTMENT OF PUBLIC •ORK5 AND TRANSPORTATION TRAFFIC SIGNALS - CONSTRUCTION DETAILS EXHIBIT 18 0012 1 -22 -97 TIE ND: EX -018 PRAM Rr (RA SOME: NONE MARTINEZ, WRICiHT, AND MENDEZ, INC. SAM BASS - ROAD' CHISHOLM:TRA)L ROUND ROCK. TEXAS TRAFFIC SIGNAL DETAILS (02015 4 & 1E) 8 (r 13 , 20" RING AND LID FOR USE WITH 24" PULL BOXES TOP VIEW C -65 COVER N o 1 I 1 1 -1 1 1 COVER CROSS SECTION TOP VIEW 3/4 -7/8 5/B---11– I =� RING CROSS SECTION R -65 RING 6 -1/2 RADIAL RIBS EQUALLY SPACED CITY OF= AUSTIN DEPARTMENT OF POBuc MORKS AND IRANSPORTAOCN TRAFFIC SIGNALS - CONSTRUCTION DETAILS EXHIBIT 25 oATEe 4 -10 -97 roE No., EX- 025.DWG DRAIm Br JCC Sr_++L NONE BOTTOM VIEW 2 -1/r CIRCULAR RIBS SPACED AS SHOWN IN TOP CROSS SECTION BOTTOM VIEW -;B -RIBS 1/2" THICK EOUAIIY SPACED WITH ANCHOR HOLE NOTES: CONDUIT SHOULD ENTER PULL BOX BETWEEN PRE –CAST CONCRETE AND BRICK. –YeHEN PULL BOX IS PLACED IN A SIDEWALK, THE UD SHALL BE FLUSH WITH THE SIDEWALK SURFACE. –WHEN A PULL BOX IS PLACED IN A NATURAL GROUND SURFACE. THE UO SHALL BE RAISED 1/2" ABOVE GRADE. 2C DIAM. TOP /C -65. AUSTIN CONCRETE WORKS OR EQUAL 24" PRECAST CONCRETE PULL BOX, AUSTIN CONCRETE WORKS MODEL / /R -65 OR EQUAL CONDUITS (AS REQUIRED) TYPE B PULL BOX 24" I /FINISH GRADE BELL END–\ I I I II I II 26 CITY OF AUSTIN DEPARTMENT OF PIIBDC WORKS AND TRANSPORTATION TRAFFIC SIGNALS - CONSTRUCTION DETAIL£ EXHIBIT 15 oATO 1 -22 -97 nF No_ EX -015 JWAMN Rr LRA jGV r- NONE 20' DIAMETER UD CAST IRON FRAME & COVER WITH LOCK • ADDED BRICK TO CET 30" DEPTH DATE DESIGNED: MB JOB•NO: 70203 DRAWN: DATE: 07/02/97 APPROVED: ROM SCALE: MARTII EZ WRIC3HT, AND MENDEZ, INC. goo sovxo rxc wva. v.ra SIO MOWN. a acrax..s ,.w.. nw vs.•s TAX, nw va gw1 SAM BASS ROAD ® CHISHOLM-,TRAIL I ROUND ROCK. TEXAS TRAFFIC SIGNAL DETAILS (ET9IBTTS a & 10) CS 9 O< 13 LEGEND: 2— SECTION LATERAL LOOP DETECTOR PAO CONTROLLER CABINET FRONT SECTION BACK SECTION � 000301110H 00 PULL e9x 3— SECTION LATERAL LOOP DETECTOR PAO CONTROLLER CABINET FRONT SECTION MIDDLE SECTION BACK SECTION ,B.00AT103 OR PULL 001 SERIES CONNECTION 114 AWG THHN LOOP WIRE LOOP DETECTOR SPLICING DETAILS DETECTOR HARNESS 1 TI - DETECTOR HARNESS 0 00 F z 6 m �! N 2— SECTION LONGITUDINAL LOOP DETECTOR 2— SECTION LEFT TURN OUAORAPOLE LOOP DETECTOR II N9303003 0R PULL 000 r CITY OF= AUSTIN DEPARTITENT or PUBLIC WORKS ANO TRANSPORTATION TRAFFIC SIGNALS — CONSTRUCTION DETAILS EXHIBIT 20 ooTt. 1 -22 -97 ou No.: EX- 020.0WC oo ojo• LRA Tcun NONL CONTROLLER CABINET DETECTOR HARNESS CONTROLLER CABINET DETECTOR HARNESS DETECTOR HARNESS — 114 2 CONDUCTOR SHIELDED CABLE" • WATERTIGHT SOLDERED CONNECTION OF 114 AWO THHN YARE'AND.7, • CONDUCTOR SHIELDED CABLE BY DESIGNED: MB JOB N0: 70203 DRAWN DATE: 07/02/97 APPROVED: ROM SCALE MARTINEZ WRIGHT', AND) MNDEZ. INC. I SAM BASS ROAD ® CHISHOLH TRAIL WOO aovxa aoea w n. mn 310 7/1.0.724. a 1.,713 AS real 012) MSS... 02..33. 0312.0 333.3301 {ENO ROCKS 11043 TRAFFIC SIGNAL' DETAILS (EATRBRS 20) FNI 10 W 13 .5T DEVICE DESCRIPTION PROJ.AREA (FT WEIGHT (LES) ( 12' -5 SEC. SIGNAL W /BAC)G'LATES 13.33 83 (B 36' 0 36' DIRECTIONAL 8ION 9.00 27 () 12' -3 SEC. SIGNAL W /BAC0PLATES 8.67 53 SHEET 1, OF 3 l8 X 84 STREET NAME SION 10.50 27 12' -3 SEC. SIGNAL 6 PE0 SIGNALS 9.08 135 - REV4 DATE 1 1EV)eI V MLMO - EXHIBIT 5 JOB NUE =DM SHIP TO VAUIOWT I1OU8TRIEG,HL v81ET.24:8.208 6e084 14`3).331 - 2 271 - P.O. N] AGENT REDWINE- KRUEGER 8 CONEY 0005 'NO.: DATE: 12- 16- 96:10RWN:. BEG. 4CHK1 ,' SHEET 1, OF 3 :. - nll.e CITY' OF AUSTIN 'MASTARM TRAFFIC STRUCTURES . D 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 • NOMINAL MANUFACTURING TOLERANCES APPLY. \ DETAIL 8 40 NOMINAL MHEIITITG FIGHT • 5' RISE 7 \ s) 9' - 0 RADIUS _ ! 1 to Q DETAIL 1 DETAIL 9 (TYP) DETAIL 4 DETAILS 5 41 u e Il I �5' -18'� � 1+3' -6• ` DETAIL 7 DETAIL 10 (55' 6 60'ARMS) (TYP) SEE POLE AND BIONAL ARM DATA DETAIL 12 DETAILS 13 6 14 - - - DETAIL 15 10' TWIN LUMINAIRE ARM WHEN RE8'0 C DETAIL 2 DETAIL 3 DETAIL 11 DETAIL 16 17' -6' SEE POLE 8 SIGNAL ARM DATA MATERIAL DATA COMPONENT POLE SHAFTS (TYPES 182) POLE SHAFTS (TYPE 3) MAST ARM SHAFTS LUMINAIRE ARM SHAFTS BAOEPLATES (TYPES 182) BASEPLATES (TYPE 3) ASTM DESIGNATION A595 GR. A A572 GR.65 8595 GR. A A595 GR. A 836 A572 GR.42 YIELD (K0I) 55 65 55 55 36 42 COMPONENT ARM ATTACHMENTS MAST AMU) CORN. BOLTS LUMINAIRE ARM CONK. 801T0 ANCHOR BOLTS GALVANIZING ASTM DESIGNATION 836 8325 8325 71554 GR.55 Al23 6 8153 MIN. YIELD (881) 36 55 POLE AND SIGNAL ARM DATA TABLE POLE TUBE POLE TYPE 2 GAUGE OR THICK (IN) 3 3 3 BASE DIA. (IN) 11. 13.80 15.00 TOP DIA. (IN) 8.41 10.41 SIGNAL.ARM TUBE SPAN (FT) 15.00 12.41 LENOTH (FT) 18.50 18.58 18.50 0.2188 MAST ARM QTY. 2 2 2 2 3 2 2 18.00 20.00 25.00 30.00 35.00 40.00 45.00 50.00 55.00 60.00 FIXED END DIA. (IN) 6.00 8.00 7.00 8.00 9.00 10.00 10.50 12.00 13.04 •13.00 FREE END DIA. (IN) 3.90 3.48 3.28 3.50 3.80 4.10 4.40 4.20 5.00 5.53 4.83 GAUGE OR THICK (IN) 7 7 7 7 7 7 7 7 OET.7 DET.7 15' THRU 20' SIGNAL ARMS 25' AND 30' SIGNAL ARMS 0.25 MOUNTING POINTS REOUIREO FROM END OF MAST ARM (FEET) ARM LENGTH (FT) '15 18 20 25 30 12.0 12.0 12.0 35 40 45 50 55 60 POLE TYPE 1 1 1 1 1 2 2 2 0.25 0.25 0.25 0.25 0.25 0 :25 0.25 3 3 3 MAST ARM COUPLING SCHEDULE 0.25 0.25 0.25 12.0 12.0 12.0 12.0 24.0 24.0 12.0 12.0 12.0 18.0 18.0 18.0 18.0 18.0 24.0 24.0 24.0 24.0 24.0 30.0 30.0 30.0 30.0 36.0 LUMINAIRE ARM TYPE 1 FIXED END DIA. (IN) 6.15 FREE END DIA. (IN) 3.87 GAUGE OR THICK (IN) 11 LENGTH (FT) 16.31 RISE (FT) 11 POLE EXTENSION TYPE 1 FIXED END DIA. (IN) 7.55 FREE END DIA. (IN) 6.15 GAUGE OR THICK (IN) 11 LENGTH (FT) 10.00 RISE (FT) 10.00 5.5 DESIGN CRITERIA: 1994 AASHTO STANDARD SPECIFICATIONS FOR STRUCTURAL SUPPORTS FOR HIGHWAY SIGNS, LUMINAIRES, AND TRAFFIC SIGNALS. WINO VELOCITY: 80 MPH ISOTACH. MAX. LOADING INFORMATION 2' STD. PIPE WITH FILLER SLEEVE .25 DETAIL 1 I DAVIT ARM END TENON ' NOTE:. HANDHO(.E RIN 20X SPARE (GTY.1 MIN) 7047EO FROM 6' HAI1HOLE COVERS SHALL BTD.BLK.PIPE BE PROVIDED PER OR06L 19' 0.280' 7.56' A A COVER. MTG. CLIP SECTION A -A (2)-0.2S BUTTON (E80 SOCKET GCRE(P2 HANDHOLE COVER 12 OA 14.8.11.6. DETAIL 2 I 4,1.50' CPLO EANCHOR BOLT HOLE 3 .3 FT 75 LB ae O 17.5' 35' THRU 45' 11.5' SIGNAL ARMS 90' 180 MAST RM 1.50' A CPL0 270' HANDHOLE 81.50' OPLO _ ALL ANGLES (+EASU(L ) . 45' EHANDHOLE CLOCKWISE FROM HAND I.O. TAG HOLE AS VIEWED FROM 11.50' CPLG SMALL END OF POLE RADIAL INDEX 50' AND 55' SIGNAL ARMS 17.5' p .�pL^.25i3� +�E CAST POLE TOP CAP HELD IN PUCE WITH 3 PLATED SETSCREWS. CAP PROVIDED WITH EACH POLE AND USED ONLY WHEN POLE EXTENSION IS NOT REQUIRED. DETAIL 3 POLE TOP d ..L ABIN „638 " 94- 6ISTEO" . d o4, B =BoN Lt oo •E' (4) -SIZE HE( HEAD BOLTS TYp, WITH WASHERS (2) SPARE BOLTS .''� 25 • 6 WASHERS PROVIDED WITH EACH POLE. . I a•• J- DD D b 'D" 1ii• [n n .44 .56 .25 .31 'C' - - "8• 'B' •C' -D. '. 0.250- TIM / + THICK GUSSETS •A' •g•, Y �2 .5" y b ,r _� IC DIA. 1111/111111111F POLE P 3" D IA. H OLE IN SHAFT FOR !8 1i�� A"'"'" IR :TUBE TKK 7 TYP. .25 3.250 •B- 7.0000. . . WIRING ACCESS] 1 .__ POLE TYPE - A" •e• 'C' "0' •E" 2 17.50" 7.375" 1.375• 1.75' 1.00" -SUNC X 3.50•L0. 3 19.25' 8.000' 1.625' 2.00" 1.25" -7UNC X 4.00•.0. DETAIL 6 TYPES 2&3- SIGNAL ARM ATTACHMENT 1.75" ----11-.--- WITH DIMENSION (INCHES) I a•• J- •A' (4) - ANCHOR BOLTS (2) HEX NUTS AND (2) WASHERS PER BOLT WITH THREADED EPA OALVANIZED AT LEAST 12 ". 04 'D" f --1 6" •F' DETAIL 16 ANCHOR BOLT POLE DIMENSION (INCHES) ANGLE •A' 'B' 'C' 'D" 'E' •F' RADIUS TYPE (DEG) 2.00' X 3.75' 2 6 3 20.00" 21.08 "H' 1 9.75 18.00 1.625 3.250 2.000 7.0000. 1.250 1 2 17.50 17.50 1.375 7.375 1.375 7.375 0.625 2.500 1 3 19.25 19.25 1.625 8.000 1.625 8.000 0.750/w.506 1 POLE TYPE BASE SECTION LENGTH BOLT CIRCLE SQUARE THICK SLOT - 1 50' -9" 15.00' 16.75 1.75' 2.00' X 3.75' 2 6 3 20.00" 21.08 1.75• 2.00' X 4.38" ABM LG. BASE SECTION LENGTH GAUGE END 6 CIION I FNOTH 6' -11' (AAUGF 11 55' -0' 50' -9" 7 60' -0• 50 " -0" 5 11' -11• 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 45"(TYP) POLE TOP (4) -8.88" 010. HOLES 2.50' DIA. CENTER SECTION A - A HOLE (4) 0.75' -10 UNIC 00)311D HEAD BOLTS ON 4.50 BOLT CIRCLE (EACH POLE PROVIDED WITH 2 SPARE BOLTS) 2.50' DIA. CENTER HOLE POLE EXTENSION HANDHOLE WITH COVER FOR BOLT ACCESS SEE DETAIL 2 1.50• THICK MOUNTING PLATE ON TOP OF AND BOTTOM OF POLE EXTENSION (8)- 0.75 " -10 UNC TAPPED HOLES ON 4.50' BOLT CIRCLE POLE SHAFT DETAIL 4 1 POLE EXTENSION CONNECTION (4) 1.25 -7UNC X 3'L0. HEX HEAD BOLTS WITH ONE WASHER PER BOLT (2 SPARE BOLTS AND WASHERS PROVIDED WITH EACH POLE) 2.5' DIA. HOLE 114 POLE PLATE 3• DIA. HOLE IN SHAFT FOR WIRING ACCE SS 0.250• 1.50' THICK . GUSSETS TH( .' 11 1.50" TYP. DETAIL 51 TYPE 1- SIGNAL ARM ATTACHMENT NOTE: EACH MAST ARM WILL BE SUPPLIED WITH A 1' SHIM AND WASHERS. J r ANGLE 0.0625 DETAIL 171 LEVELING SHIM 6 WASHER REV.! DATE 1 IEVIBION EXHIBIT 6 ..100 NNE 60.0 TO SHIP TO AMR REDWINE- KRUEGER 6 CONEY DATE( 82 -16-96 IDRWN: BEG ICKK: TIa CITY OF AUSTIN MASTARM TRAFFIC STRUCTURES VuJONT IN2sT8100,10C. vuLLT.8(08*OFA 4 mA 4 0.01a7 ,,007 ORDER: NO.:' SHEET2 OF 3 Ter TXWIID ID DB00410 END SECTION WITH HOLE FOR 0.63' BOLT. BASE SECTION WITH FIELD DRILLED HOLE FOR 0.63" 80LT. FIELD ASSEMBLED TO ACHIEVE I l �- 0.63' THRU BOLT A SNUG TIGHT JOINT (MIN. OVERLAP NOT LESS THEN 1.5 TIMES THE I.D. OF THE END SECTION) DETAIL 7 1 SIGNAL ARM SLIP JOINT 0.50' 0.25" -{ 3•- -I ® c 1.50• N.P.T. .25 V HALF COUPLING INTERNALLY THREADED GALVANIZING (WITH PLUG) TYPICAL DRAIN SLOTS (2 0 180 DETAIL 8 1 SIGNAL ARM END BRACKET ARM TUSE 1.00 - (TYP) 0.25' 1.50• N.P.T. HALF COLPLO0) INTEPNALLY THREADED (PIO: PLUG) TYPICAL DETAIL 9 1 SIGNAL ARM COUPLING CLAMP FORMED FROM 3" WIDE X 0.229 - THICK H.R.M.S. (2)- 0.625 DIA. HEX HEAD BOLTS WITH HEX NUTS 61(ASEER9 1.50' N.P.T. 1V1F COUPLING INTERNALLY THREADED (WITH PLUG) TYPICAL DETAIL 101 ARM MOUNTING SIGNAL BRACKET 1.50" N.P.T. HALF COUPLING INTERNALLY TH1EAOED (WITH PLUM) TYPICAL DETAIL 111 ' COUPLINGS TYPE 1 0 VALMONT 0 DATE 1.50' X 3.25' ALUMINUM IDENTIFICATION TAG SECURED TO POLE SHAFT WITH (2) 8.125• RIVETS. DETAIL 121 I.D. TAG NOTES HANOHOLE PROJECTION 0.25" FROM POLE SHAFT POLE TUBE WALL 0.250' SECTION A -A 5.13 TUBE T)K. } B.E6• COVER MOUNTING CLIP NOTE: 202 SPARE COTY.1 MIN. HANDHOLE COVERS SHALL BE PROVIDED PER ORDER. N0.12 STAINLESS STEE SINGLE JACK CHAIN SECURED WITH 0.19' X 0.50' POP RIVETS 0.50• NUT HOLDER WITH FASTENERS FOR GROUNDING. LOCATED AT 180' FROM ME HANDHOLE. 10.50" e250A STAINLESS STEEL N5USEIV11 0.25• X DETAIL 131 HANDHOLE POLE TYPES 1 1 2. NOTE: HANDHOLE PROJECTION 0.25" FROM POLE SHAFT DETAIL 14 DETAIL 15 POLE TUBE WALL 0.50' CT - SHAFT WALL THICKNESS) NOTE: 202. SPARE (011.1 81N. ) COVERS COVERS SHALL BE PROVIDED N0.12 STAINLESS STEEL SINGLE JACK PER ORDER. CHAIN SECURED WITH 0.19' X 0.50' POP RIVETS COVER MOUNTING SECTION A -A CLIP 63' 12 OA. 8.0.8.0. COVER BECURED YITH 0.25- X 0.50' ST101000 STEEL CAP SC POLE BASE DIA. 0.84' 0.0121-8. BOLT CIRCLE T -.06 (T -.B6) T..06 0.50" NIT HOLDER WITH A FASTENERS FOR GROUNDING. LOCATED AT 180• FROM THE HANDHOLE. 11.00 HANDHOLE POLE TYPE 3 SLOTTED HOLE STEEL FULL BASE COVER SO. !3' - 14' (TYPICAL) POLE BASE FOUNDATION DATA POLE BASE FOUNDATION DEPTH BOLT DIA- VERTICAL TYPE PLATE WIDTH (DP) CIRCLE METER BARS (BW) DIA. (BC) (0) QUANTITY SIZE m ( feel) (in.) (in.) 0 21.00 10 20.00 12 1 16.75 8 15.00 � hr 8 2 3 21.00 21.00 10 20.00 10 20.00 12 21.00 14 20.00 VA "411 14,75 12 15.00 vo t • ru 2100 14 20.00 2I.00' 14 200 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 BOLT CIRCLE DIA. (B GROUND ROD CONDUIT AS REQUIRED LEVEL 0.625 DIA. COPPER CLAD STEEL GROUND ROD DRIVEN AT LEAST 8 FEET INTO UNDISTURBED EARTH 3 -2" CONDUIT AS REQUIRED SPIRAL 2.25" 45 AXIS VERTICAL BARS ANCHOR BOLT -- 84 X 6" X 1.75" CLASS A CONCRETE VERTICAL BARS (SEE TABLE) NOTE: THE ELEVATION OF THE FOUNDATION STRUCTURAL NO S F_O�POLF FOUNDATIOON� TOP SHALL BE SHOWN 014 THE PLANS. TH6 CONTRACTOR SHALL VERIFY THE ELEVATIONS 1. THE FOUNDATION IS 0:SIGNED IN ACCORDANCE WITH THE UNIFORM BUILDING CODE. LATEST EDITION. 2 CONTRACTOR SHALL N CONDITIONS THE SITEANDREPORf ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. 3 LOCATION ANY UN ALL ER O STARTED. ND TIES SHALL BE VERIFIED BEFORE 4. DESIGN IS BASED ON AN ALLOWABLE MINIMUM BEARING VALUE OF 3000 POUNDS PER SQUARE FOOT. 5. THE BEARING STRATA 15 LOCATED APPROXIMATELY 6 F BELOW PROPOSED CLAY (SEE GEOTECHINCAL REPORT) 6. OTHECONTRACTOR OFF BEAP'ING STRATA IS ENGINEER IF ANY S ENCOUNTER D 7. EXCAVATION SHALL BC FREE OF ALL WATER AND LOOSE MATERIALS. 8. POLE FOUNDATIONS SHALL BE CONCERTED WITHIN 8 HOURS AFTER DRILLING. 9. LAPPEDSAAMNIMUM CF 40 DIAMETERS. LICE. BUT SHALL BE 10. REINFORCEMENT SHALL BE NEW DOMESTIC DEFORMED BILLET STEEL CONFORMING TO ASTI.I A615, GRADE 60. 11,-CEMENT SHALL BE T1PE 1PER ASTM C150. 12. FINE AND COARSE AGGREGATE SHALL MEET THE 0'S OF ASTM C33 -78. THE MAX SIZE COARSE AGGREGATE SHALL BE 1 1/2 ". 13. WATER AE ARE BE CLLAR THE R AD CONCRETE. ND FREE OF. ALL SUBSTANCES WHICH 14 MATERIAL SHALL BE REMOVED FROM CONVEYINOGN FOREIGN EOUIPMENT. 15. WHEN CONCRETE IS PLACED. STEEL REINFORCEMENT SHALL BE FREE OF RUST, SCALE AND OTHER COATINGS THAT WOULD REDUCE OF DESTROY THE BOND. REINFORCEMENT LEFT PROTRUDING FOR FUTURE BONDING SHALL BE CLEANED OF CONCRETE PASTE BEFORE COVERING WITH CONCRETE. 16. CONCRETE SHALL BE PROPORTIONED A MIN. OF 5 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE. QUANTITIES FOR FINE AND COARSE - -- - -- - N - -- - -- - -- -- - - - - AGGREGATE AND WATER SHALL BE SELECTED TO PRODUCE A WELL PROPORTIONED MIX WITHIN THE RANGE OF WORKABILITY REQUIRED. -_ _ THE 3, 00 PSI IN 28 DA'S UNL UNLESS OTHERWISECNOTED.� SHALL BE 17. CONCRETE SLUMP SHALL BE 4" TO 5" 18. ALL EXCAVATIONS FOR FOUNDATIONS SHALL BE INSPECTED BY THE GEOTECHINCAL AND STRUCTURAL ENGINEERS PRIOR TO PLACING CONCRETE. 0 SPIRAL, #4 BARS, 1 FLAT TURN AT BOTH TOP AND BOTTOM i 0.25" TO 0.5" BOLT SHANK SHALL PROJECT ABOVE BASE z > < > f EDGE OF ROADWAY MAST ARM _ - AXIS FOUNDATION ORIENTATION ALLOWABLE BEARING VALUE OVER 8000 PSF ALLOWABLE BEARING VALUE BETWEEN 2000 PSF JL• 6000 PSF NOTE: AXIS SHALL BE PARALLEL TO CENTERLINE OF ROADWAY EXTENDED UNDER THE MAST ARIA, UNLESS OTHERWISE NOTED. PROJECT NO. OATS 1 -7 -97 0o=o Rr S R.M. DEPARTMENT Of PUBUC-WORKS AND TRANSPORT / CITY Ol= AIJ STiNI TRAFFIC SIGNAL PULE FOUNDATION DETAIL FEE No FOUNDET.DWG SCALE NOT TO SCALE EXHIBIT 9 � STATE OF TEXAS COUNTY OF WILLIAMSON c: \TEXT \CITY \ROUNDRCC \Rl NTRY.NPU /keb §! §, RIGHT OF ENTRY DOC# 9734447 WHEREAS, DON J.STOOPS of Williamson County, Texas, is the owner, hereinafter referred to as GRANTOR, of a certain tract or parcel of land, hereinafter referred to as the PARCEL, which is more fully described below; and, WHEREAS, the CITY OF ROUND ROCK, TEXAS, hereinafter referred to as the CITY, is going to acquire fee simple title and /or certain interests in said PARCEL for the purpose of constructing a right -turn lane and appurtenances thereto; and, WHEREAS, the CITY must have possession of said PARCEL for the purpose of beginning construction of said right -turn lane; NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS, that GRANTOR for and in consideration of the sum of ONE AND NO /100 DOLLARS ($1.00) and other good and valuable consideration to them in hand paid by the CITY, the receipt and sufficiency of which is hereby acknowledged and confessed, has Granted, Bargained, Sold and Conveyed and by these presents does Grant, Bargain, Sell and Convey unto the CITY the right of entry upon, the right to remove improvements, if any, with which the land is encumbered and exclusive possession of the certain tract or parcel of land referred to herein as the PARCEL and described in Exhibit "A ", attached hereto and incorporated herein for any and all purposes, for the purposes of constructing a rightiturn lane and appurtenances thereto. This grant of right of entry possession is conditioned strictly upon the following: 1. The grant herein made shall not prejudice, in any way, GRANTOR'S rights to receive full and just compensation for the interest to be acquired by the CITY in the herein described land, encumbered with the improvements thereon, if any, save and except all oil, gas and sulphur as above provided, and damages, if any, to the remainder of GRANTOR'S lands. 2. The CITY agrees to acquire the PARCEL in a good faith and timely manner. 1 3. This right of entry and possession shall extend to the CITY, its contractors, assigns and /or owners of any utility involved in the construction project for the additional purposes of locating utility lines, relocating existing utility lines, replacing, repairing, making improvements to an^ /or maintaining the existing utility lines that lie within the PARCEL. Said utility lines include, but are not limited to, those owned by the City of Round Rock, Southwestern Bell Telephone Company, Lone Star Gas, and Texas Utilities, Inc. OFFICIAL AECUI3DS WIWAMSON COUNTY TEXAS 4. GRANTOR herein warrants that no person or corporation owns an interest in the fee title of the herein described premises other than GRANTOR herein. TO HAVE AND TO HOLD the possession of the herein described PARCEL for the purposes and subject to the limit,ations above described. Executed this the 30 L day, of ACCEPTED AND AGREED TO by the CITY OF ROUND ROCK, TEXAS this 30 day of , 1997. STATE OF TEXAS COUNTY OF Gt/aq yx,d.41,) STATE OF TEXAS ELAINE FOXWORTH Naeyrovc,Seemrems WWwis wn EWFesJute1s,7943 AFTER RECORDING, RETURN TO: Stephan L. Sheets BROWN McCARROLL SHEETS & CROSSFIELD, L.L.P, 309 East Main Street Round Rock, Texas 78664 1997. By: V —) ✓ s✓ DON J. ST OPS,Gran or CIT/ OF ROUND ROCK, TEXAS harles Cul.e..er, Mayor This instrument was acknowledged before me on the -36 day of , by DON J. STOOPS. Notary Public, State of Texas COUNTY OF WILLIAMSON This instrument was acknowledged before me on the 30 day of , 1997, by CHARLES CULPEPPER, Mayor of CITY OF ROUND ROCK, T tAS a Texas home -rule corporation, on behalf of said corporation. � twx.e H4,171 Notary Public, State of Texas DESCRIPTION FOR A 0.092 ACRE TRACT OF LAND SITUATED IN THE JACOB M. HARRELL SURVEY, ABSTRACT NO. 284, LOCATED IN WILLIAMSON COUNTY, TEXAS, AND BEING A PORTION OF A 0.446 ACRE TRACT OF LAND DESCRIBED IN VOLUME 305, PAGE 306 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID 0.092 ACRE TRACT BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: BEGINNING on a point marked by an iron rod found in the southerly right -of -way (R.O.W.) line of Sam Bass Rood (R.O.W. varies), also being the easterly R.O.W. line of Galloping Road (30' R.O.W. width), same being the northwesterly corner of said 0.446 acre tract of land, the northwesterly corner and POINT OF BEGINNING hereof; Thence, with said R.O.W. line of Sam Bass Road, N71 °00'00 "E, for a distance of 220.44 feet to a point marked by a capped iron rod set being the intersection point of the westerly R.O.W. line of Chisholm Trail Road, with the southerly R.O.W. line of Sam Bass Road, same being the noitheasterly corner of said 0.446 acre tract and the northeasterly corner hereof; Thence, with said westerly R.O.W. line of Chisholm Trail Road, S18 °57'41 "E, for a distance of 33.44 feet to a point marked by a capped iron rod set, being the southeasterly corner hereof, and from which the southeasterly corner of said 0.446 acre tract bears S18 °57'41 "E, a distance of 54.78 feet; Thence, departing said westerly R.O.W. line, through the interior of said 0.446 acre tract the following 2 (two) courses and distances: 1) With a curve to the left having a radius of 14.39 feet, a central angle of 90°33'14", an arc length of 22.74 feet, and a chord which bears N63 °41'04 "W, for a distance of 20.45 feet to a point marked by a capped iron rod set; 2) 571 °35'33 "W, for a distance of 206.06 feet to a point marked by a capped iron rod set in the easterly R.O.W. of Galloping Road being the southwesterly corner hereof; Thence, with said easterly R.O.W. line of Galloping Road, N18 °57'41 "W, for o distance of 16.77 feet to the POINT OF BEGINNING hereof, and containing 0.092 acre of land. Surveyed und the direct supervision of the dersigned. • Job No. 601 - 541 -10 CJC /ed c: \winword \cjc BaKer- Aicklen & Associates, Inc. 203 East Main Street, Suite 201 Round Rock, Texas 78664 (512) 244 -9620 Cecil Jac hisholm Date Registere. fessional Land Surveyor No. 4295 EXHIBIT F. ANDERSON VOL. 790 PG, 162 N69 ° 00'23 "E 30.53' •_ IRF IR /,Ts tRF SKETCH TO ACCOMPANY DESCRIPTION FOR A 0092 ACRE TRACT OF LAND SITUATED IN THE JACOB M HARRELL SURVEY ABSTRACT NO. 284, IN WILLIAMSON COUNTY, TEXAS, AND BEING A PORTION OF A 0.446 ACRE TRACT OF' LAND DESCRIBED BY INSTRUMENT RECORDED IN VOLUME 305, PAGE 306, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS. SAM BASS ROAD (00.8. VMZ,) P.0.8. (S71 ° W) N71 • 00'00 'E SUELLA SPECHT RICHARD CEPEOA ��{ VOL. 2731 PG. 810 i 0.268 �G AC Ire WIT 3071M33NT 9112N '7, A 1071tttli tmC3oR /iv h zinc ? 9 j'm 19 y3 ol et i n a at n, 9 .d B iisT ,11 -01 n78?5N hyI Ina !X! ON M O 972di :L KiT h603ltCZW Ji As Prepared B C. Jackson Chr, •.m, R.P.L.S. #4295 203 E. Main St .°/ to 201 Round Rock, TX 78664 KILGOP.E SUBDIVISION CAB. I. SL. 350 LOT 3 S71 ° 35'33 "W 1 S71 °35'33 'W 0 206.06 ^ \l VOL 42e. 1� 1 Po. 806, 306 0.448 AC. \ (1/2 AO ,3 1V RF o LI 98.07' S71 °00'00 "W (S71 °00'00 "W (6k 208.33') 80' `� ' 22 74' `I R = 14..49 pp 5 5g 188 g ° 57'41 "E 33.44' CB - N63 ' "w ( 22044' ) tRS CD • 20.45' 122.37 EDWARD A WILLIFORD 111 CYNTHIA D. WILLIFORD VOL. 896 PG. 326 0.32E AC. Date i I 1 m /RS ^ P° i 3 a 09 F 2 )3 4 O IN O m k N 65 °41'19 "E - _ m° 57.92' I a_ I I nil I 7 L LEGEND o 4°, , ? - 1°F • IRON ROO FOUND old • IRON ROD CRT (S71 00'00 208.33') • RECORD BEARING a DISTANCE P 0,8 • PO/NT OF BEGINNING EXHIBIT 4. DATE: JULY, 1997 JOB No.: 601 - 541 -10 file: BASSJJ.DWG BY: MST ROUND ROCK CENTER WEST CAB. 6 SI. 08 I 07 1 /7 1 = 60' Baker- Alcklen & Associates, Inc. Engineers / Surveyors r tazs- ALcoLd, CITY OF ROUND ROCK ADMINISTRATION 221 EAST MAIN STREET ROUND ROCK, TEXAS 78664 Zik Doc# 9734447 # Pages: 4 Date : 07 -31 -1997 Time : 03:44:13 R.M. Filed & Recorded in Official Records of WILLIAMSON County, TX. ELAINE BIZZELL COUNTY CLERK. Rec. $ 15.00 NE STATE OF COUNTY OF WILLIAMSON This Is to certify that this document tyros MEOW RECORDED the Official Pubic Records stamped therein. Texas on daNNr � /Y9 j COUNTY CLEERK per` J SON CO NTx MO WHEREAS, the City of Round Rock has duly advertised for bids for the construction of a right turn lane at the southwest corner of Sam Bass Road and Chisholm Trail, and WHEREAS,JKL, Inc. has submitted the lowest and best bid, and WHEREAS, the City Council wishes to accept the bid of JKL, Inc., Now Therefore, BE IT RESOLVED BY THE COUNCIL OF THE CITY OF ROUND ROCK, TEXAS, That the Mayor is hereby authorized and directed to execute on behalf of the City a contract with JKL, Inc., for the construction of a right turn lane at the southwest corner of Sam Bass Road and Chisholm Trail, a copy of said contract being attached hereto and incorporated herein for all purposes. RESOLVED this 24th day of July, 1997. ATTEST: R WPDOCS \RESO \RS70724D. /,cg 1 LAND, City Secretary RESOLUTION NO. R- 97- 07- 24 -10D CHARLES C+ PER, Mayor City of Round Rock, Texas THE CITY OF ROUND ROCK 6c ?..- � PUBLIC WORKS DEPARTMENT • * r.: A*.:.....„ A Round Rock, Tans. 78664 I THOMAS E. VlORO, c °' 46526 (512) 218 -5555 BID TABULATION 4 IJ"• k TENDED AND CHECKED R. , � ' Ton W Kumar 7nar97 CONTRACT :Right MUM Lane at S.W. Corner of Sam Bass Road & Chisholm Trail BIDDERS LOCATION : City Ball JKL, Inc. - Chasco Contracting Inc. - Bid Bond? Yes NBS Construction, Inc. Bid Bond? Yes DATE: Jtdy 18, 1997 `.... - cam u K ..<,,, ..:. ,�,... k..«:. Bid Bond? Yes _. , ITEM UNIT - APPROX. QTY. UNIT PRICE ,,.. .,. .....,a<.<raa - c COST -- UNIT PRICE .acw.»» r e•.:ws7n.. COST ,.,. .m _... UNIT PRICE .. COST 1. Preparation of ROW. LS 1 $6,000.00 16,000.00 812,000.00 812,000.00 334,000.00 834,000.00 2. Street Excavation & Disposal of Existing Soill and Pavement (including Surface preparation)244 317.50 $4,270.00 • 132.00 37,808.00 330.00 37,320.00 3. 15' Flexible Base tilv�ilv�ilC7 .d y W 316.12 36,206.20 130.00 311,550.00 $20.00 37,700.00 4. 9" Asphalt Stabilized Base 335.00 32,275.00 835.00 $2,275.00 330.00' 31,950.00 5.. VA' Hot Mix Asphalt Concrete (Type C ) 6. Prime Coat 817.50 36,860.00 316.00 36,272.00 312.00 84,704.00 82.50 3225.00 31.50 3135.00 31.00 390.00 7. Concrete Curb and Gutter 318.50 $4,902.50 810.00 32,650.00 320.00 $5,300.00 8.. 4' -Wide, 4' Concrete Sidewalk 14.60 -* 34,830.00 33.50 33,675.00 33.00 33,150.00 9. "Concrete sidewalk handicap ramps 1862.00 31,724.00 $600.00 31,200.00 3700.00 31,400.00 10. Standard Foundation U.t tirmSignal Pole Foundation) 82,875.00 12,875.00 84, 000.00 84,000.00 14,000.00 14,000.00 11: Traffic Structures. LS I 33,930.00 33,930.00 312,000.00 312,000.00 310,000.00 310,000.00 = ` for Erosion Control B (includes 4' topsoil) SY 290 31.75 3507.50 34.00 $1,160.00 $1.00 $290.00 1t Signs, & Traffic Handling IIl�II 1 14,000.00 $4,000.00 85,000.00 85, 82,000.00 iii= `fence for erosion control. 250 31.00 $250.00 32.50 $625.00 3500.00 1. i� (R3-8, lane use control) 1 8350.00 8350.00 8500.00 $500.00 1500.00 Oil . _ ' Marking -White • 610 32.00 11,220.00 82.30 81, 88 h H 3610.00 1 t Marling -Yellow fi::P 175 11.50 $262.50 32.00 $350.00 $175.00 • 'TOTAL: ' - ... * 150,687.70 372,603.00 883,689.00 N H 0 N 0 0. unt re ttec[s coc[ecled total. seem- rt- 10-bidPoidtab i2218 5503 DATE: July 22, 1997 SUBJECT: City Council Meeting, July 24, 1997 ITEM: 10D. Consider a resolution authorizing the Mayor to execute a contract for the construction of a right tum lane at the southwest comer of Sam Bass Road and Chisholm Trail. STAFF RESOURCE PERSON: Jim Nuse STAFF RECOMMENDATION: DATE: July 22, 1997 TO: Tim Nuse, P.E. Director of Public Works FROM: Thomas E. Word, Jr., P.E. City Traffic Engineer RE: Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail Three bids were received on July 18, 1997 for the construction of the Right Turn Lane at S.W. Corner of Sam Bass Road & Chisholm Trail with JKL, Inc. submitting the low bid of 550,687.70. Attached is a copy of the bid tabulation sheet. The engineering estimate for construction of this project was $60,000. The apparent low bidder did not mark -up prices for small quantities as much as we anticipated. JKL, Inc. has done two projects for the City in the past, and completed both projects. I recommend the contract be awarded to JKL, Inc. sambasbid.wpd/tw . MEMORANDUM