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R-2019-0246 - 6/27/2019 RESOLUTION NO. R-2019-0246 WHEREAS, the State of Texas, acting by and through the Texas Transportation Commission ("State") has deemed it necessary to make certain highway improvements to RM 620 from Deepwood Drive to IH-35 ("Project"); and WHEREAS, the Project will necessitate the adjustment, removal, and/or relocation of certain facilities of the City of Round Rock ("City"); and WHEREAS, the City and State desire to enter into a Standard Utility Agreement to memorialize respective obligations regarding the Project,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 Standard Utility Agreement with the State of Texas, a copy of same being attached hereto as Exhibit "A" and incorporated herein for all purposes. The City Council hereby finds and declares that written notice of the date, hour, place and subject of the meeting at which this Resolution was adopted was posted and that such meeting was open to the public as required by law at all times during which this Resolution and the subject matter hereof were discussed, considered and formally acted upon, all as required by the Open Meetings Act, Chapter 551, Texas Government Code, as amended. RESOLVED this 27th day of June, 2019. CRAIG M RGAN, ayor City of Ro nd Rock, Texas ATTEST: INA-LLL.i 210L SARA L. WHITE, City Clerk 0112.1902;00426189 EXHIBIT 'Turas "Aly/�H,/ thavtnrcmt ul Tr.:utnxntfinn Form ROW-U-35 (Rev.09/18) Page 1 STANDARD UTILITY AGREEMENT U-Number: U14697 District: AUSTIN County: WILLIAMSON Federal Project No.: N/A Highway: RM 620 ROW CSJ: 0683-01-092 From: DEEPWOOD DRIVE Highway Project Letting Date: APRIL 2019 To: IH35 This Agreement by and between the State of Texas, acting by and through the Texas Transportation Commission, ("State"), and the City of Round Rock, ("Utility"), acting by and through its duly authorized representative, shall be effective on the date of approval and execution by and on behalf of the State. WHEREAS, the State has deemed it necessary to make certain highway improvements as designated by the State and approved by the Federal Highway Administration within the limits of the highway as indicated above; WHEREAS, the proposed highway improvements will necessitate the adjustment, removal, and/or relocation of certain facilities of the Utility as indicated in the following statement of work: Between the stations of RM620 CL 460+00+00 to 507+00, the city will install 3,117 LF of 8", 929 LF 12", and 260 LF 16" PVC pressure pipe, along with assorted valves and appurtenances. Majority of new waterline to be installed in easement parallel to RM 620 ROW. Approximately 730 LF of new waterline consists of roadway crossings. Between the stations of RM620 463+00 and 504+00, the city will install 304 LF 6", 1,934 LF of 8", and 1,509 LF of 12" gravity wastewater line along with 19 new manholes. The majority of the WW improvements are parallel to the ROW. Approximately 235 LF of new sewer pipe consists of road crossings. These relocations are proposed in an effort to accommodate the TxDOT RM620 Deepwood Dr to IH 35 roadway widening and associated improvements. Existing utility assets that are replaced by this project will be abandoned in place. ; and more specifically as shown in the Utility's plans, specifications and estimated costs, which are attached hereto as Attachment"A". WHEREAS, the State will participate in the costs of the adjustment, removal, and relocation of certain facilities to the extent as may be eligible for State and/or Federal participation. WHEREAS, the State, upon receipt of evidence it deems sufficient, acknowledges the Utility's interest in certain lands and facilities that entitle it to reimbursement for the adjustment, removal, and relocation of certain of its facilities located upon the lands as indicated in the statement of work above. NOW, THEREFORE, BE IT AGREED: The State will pay to the Utility the costs incurred in adjustment, removal, and relocation of the Utility's facilities up to the amount said costs may be eligible for State participation. All conduct under this agreement, including but not limited to the adjustment, removal, and relocation of the facility, the development and reimbursement of costs, any environmental requirements, and retention of records will be in accordance with all applicable federal and state laws, rules and regulations, including, without limitation, the Federal Uniform Relocation Assistance and Real Property Acquisition Policies Act, 42 U.S.C. §§ 4601, et seq., the National Environmental Policy Act, 42 U.S.C. §§4231, et seq., the Buy America provisions of 23 U.S.C. § 313 and 23 CFR 635.410, as amended, Texas Transportation Code § 223.045, the Utility Relocations, Adjustments, and Reimbursements provisions of 23 CFR 645, Subpart A, and the Utility Accommodation provisions of 23 CFR 645, Subpart B. The Utility shall supply, upon request by the State, proof of compliance with the aforementioned laws, rules, regulations, and guidelines prior to the commencement of the adjustment, removal, and relocation of the facility. Initial Date Initial Date TOOT Utility Form ROW-U-35 (Rev.09/18) Page 2 The Utility shall comply with the Buy America provisions of 23 U.S.C. § 313, 23 CFR 635.410, as amended, and the Steel and Iron Preference provisions of Texas Transportation Code § 223.045 and, when products that are composed predominately of steel and/or iron are incorporated into the permanent installation of the utility facility, use domestically manufactured products. TxDOT Form 1818 (Material Statement), along with all required attachments, must be submitted, prior to the commencement of the adjustment, removal, and relocation of the facility, as evidence of compliance with the aforementioned provisions. Failure to submit the required documentation or to comply with the Buy America, and Steel and Iron Preference requirements shall result in: (1) the Utility becoming ineligible to receive any contract or subcontract made with funds authorized under the Intermodal Surface Transportation Efficiency Act of 1991; (2) the State withholding reimbursement for the costs incurred by the Utility in the adjustment, removal, and relocation of the Utility's facilities; and (3) removal and replacement of the non-compliant products. The Utility agrees to develop relocation or adjustment costs by accumulating actual direct and related indirect costs in accordance with a work order accounting procedure prescribed by the State, or may, with the State's approval, accumulate actual direct and related indirect costs in accordance with an established accounting procedure developed by the Utility. Bills for work hereunder are to be submitted to the State not later than one (1) year after completion of the work. Failure to submit the request for final payment, in addition to all supporting documentation, within one(1)year after completion of the work may result in forfeiture of payment for said work. When requested, the State will make intermediate payments at not less than monthly intervals to the Utility when properly billed. Such payments will not exceed 90 percent(90%)of the eligible cost as shown in each such billing. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. The State will, upon satisfactory completion of the adjustment, removal, and/or relocation and upon receipt of final billing prepared in an approved form and manner and accounting for any intermediate payments, make payment in the amount of 90 percent (90%) of the eligible costs as shown in the final billing prior to audit and after such audit shall make an additional final payment totaling the reimbursement amount found eligible for State reimbursement. Alternatively, the State agrees to pay the Utility an agreed lump sum of $N/A as supported by the attached estimated costs. The State will, upon satisfactory completion of the adjustments, removals, and relocations and upon receipt of a final billing, make payment to the Utility in the agreed amount. Upon execution of this agreement by both parties hereto, the State will, by written notice, authorize the Utility to perform such work diligently and to conclude said adjustment, removal, and relocation by the stated completion date which is attached hereto in Attachment "C". The completion date shall be extended for delays caused by events outside the Utility's control, including an event of Force Majeure, which shall include a strike, war or act of war (whether an actual declaration of war is made or not), insurrection, riot, act of public enemy, accident, fire, flood or other act of God, sabotage, or other events, interference by the State or any other party with the Utility's ability to proceed with the work, or any other event in which the Utility has exercised all due care in the prevention thereof so that the causes of other events are beyond the control and without the fault or negligence of the Utility. This agreement in its entirety consists of the following elements: 1. Standard Utility Agreement—ROW-U-35; 2. Plans, Specifications, and Estimated Costs (Attachment"A"); 3. Accounting Method (Attachment"B"); 4. Schedule of Work (Attachment"C"); 5. Statement Covering Contract Work—ROW-U-48 (Attachment"D"); 6. Utility Joint Use Acknowledgment — ROW-U-JUAA and/or Utility Installation Request — Form 1082 (Attachment"E"); 7. Eligibility Ratio(Attachment"F"); 8. Betterment Calculation and Estimate (Attachment"G"); and 9. Proof of Property Interest—ROW-U-1 A, ROW-U-1 B, or ROW-U-1 C (Attachment"H"). Initial Date Initial Date TOOT Utility Form ROW-U-35 (Rev.09/18) Page 3 All attachments are included herein as if fully set forth. In the event it is determined that a substantial change from the statement of work contained in this agreement is required, reimbursement therefore shall be limited to costs covered by a modification or amendment of this agreement or a written change or extra work order approved by the State and the Utility. This agreement is subject to cancellation by the State at any time up to the date that work under this agreement has been authorized, and such cancellation will not create any liability on the part of the State. However, the State will review and reimburse the Utility for eligible costs incurred by the Utility in preparation of this Agreement. The State Auditor may conduct an audit or investigation of any entity receiving funds from the State directly under this contract or indirectly through a subcontract under this contract. Acceptance of funds directly under this contract or indirectly through a subcontract under this contract acts as acceptance of the authority of the State Auditor, under the direction of the Legislative Audit Committee, to conduct an audit or investigation in connection with those funds. An entity that is the subject of an audit or investigation must provide the state auditor with access to any information the state auditor considers relevant to the investigation or audit. The Utility by execution of this agreement does not waive any of the rights that the Utility may have within the limits of the law. It is expressly understood that the Utility conducts the adjustment, removal, and relocation at its own risk, and that the State makes no warranties or representations regarding the existence or location of utilities currently within its right of way. The signatories to this agreement warrant that each has the authority to enter into this agreement on behalf of the party represented. UTILITY EXECUTION RECOMMENDED: Utility: CITY OF ROUND ROCK Name of Utility Director of TP&D(or designee),Austin District By: Authorized Signature THE STATE OF TEXAS Print or Type Name Executed and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the Title: orders, established policies or work programs heretofore approved and authorized by the Date: Texas Transportation Commission. By: Austin District Engineer(or designee) Date: Initial Date Initial Date TxDOT Utility Form ROW-U-35 (Rev.09/18) Page 4 Attachment "A" Plans, Specifications, and Estimated Costs All material items that must meet Buy America or Steel and Iron Preference Provision requirements must be indicated with an asterisk (*). Initial Date Initial Date TOOT Utility Utility Name: The City of Round Rock ROW CSJ: 0683-01-092 Construction CSJ: 0683-01-056 U-number: 14697 Plans, Specifications, and Estimated Costs Utility Plans Along with plans needed for construction the following information should be included on each plan sheet: Q New Utility Location and material type Q Exiting Utility Location and material type Q Existing ROW line Q Proposed ROW line (if applicable) Estimated Costs Each line on the summary of cost sheet should include backup documentation detailing how that total was calculated. Examples of back-up documentation Q Breakdown of Utility Labor Q Contractor Estimate Q Material List used for Estimate Q Engineering/Consultant Fees Buy America Provisions Statement The City of Round Rock has received the latest Buy America Guidelines effective beginning June 1, 2018. Currently, all Buy America required materials planned for this project will be included in the TxDOT highway contract. Buy America compliance will be the responsiblity of the TxDOT highway contractor. In the event that materials requiring Buy America compliance are provided by The City of Round Rock during construction of this project, Buy America certification will be required. Initial Date Initial Date TOOT utility Utility Name: The City of Round Rock ROW CSJ: 0683-01-092 Construction CSJ: 0683-01-056 U-number: 14697 Summary of Cost Estimate DAmount escription Water Construction Costs $ 884,040.00 Wastewater Construction Costs $ 727,887.00 TOTAL COST to be included in the TxDOT Highway Contract $ 1,611,927.00 Engineering $0.00 Survey $0.00 Inspection $0.00 TOTAL COST to be Reimbursed to Utility $0.00 $0.00 SUB-TOTAL $ 1,611,927.00 TxDOT Construction Cost Responsibility(53.37%) $ 863,509.29 CORR Construction Cost Responsibility $ 748,417.71 TOTAL Amount to be Paid by CORR 45 days prior to LET DATE: $ 748,417.71 Total Cost for the Adjustment: $ 1,611,927.00 LESS Betterment 0.00% % $ 0.00 SUB TOTAL $0.00 Salvage $0.00 SUB TOTAL $ 0.00 Eligibility Ratio 53.57% Adjusted Amount of Estimated Reimbursement: $ 0.00 Buy America Provisions Statement * Materials indicated with asterisk -*- are to be "Buy America" compliant. Otherwise, materials with no asterisk are exempt from "Buy America"provisions. Utility agrees to comply with Buy America's provisions in accordance with TxDOT/FHWA guidance for all utility work performed and accomplished in furtherance of this agreement. Certification, where indicated, will be provided with the final billing Stefan Srnensky From: Shaffer, Noah <nShaffer@Halff.com> Sent: Wednesday,April 24, 2019 8:15 AM To: Bing Wang;Allen, Lisa Cc: Elizabeth Ortego; Ratzman, Eric; Michelle Cooper; Stefan Srnensky Subject: RE: RE: RM 620 (0683-01-056) -Water/Wastewater Joint-bid,AFA and Standard Utility Agreement i This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Good morning, We received responses from the City to questions concerning the execution of agreements. Please see below for answers from Gerald Pohlmeyer(City of Round Rock) in green. Please let us know if there is anything else outstanding. Thank you, • We only have estimated construction costs. Please send internal costs (design, project management, review, inspection, etc.) please provide non-construction items (design, UC, Y pity of Round Rock project management, review, inspection, easement etc.)for reimbursernent based on the is only seeking calculated eligibility ratio. If not included in the agreement these cost will not be reimbursed. Construction e Only asking-For reimbursement of construction costs. Reimbursement Who will be signing the Standard Utility Agreement for the City?(name title mailing address, email address) Mayor Craig Morgan, 221 East Main `street, Round Rock, TX 78664 email: cmorgan@roundrocktexas.gov • Who will be signing the Utility AFA? (name,title, mailing address, email address) Mayor Craig Morgan, 221 East Main Street, Round Dock,"['X'78664 email:cmorgan@roundrocktexas.gov • Will the Agreements need to be voted on by City Council?YES. If so, how long does this take? Abort 3 weeks. • Will the City accept electronic signature requests through Docusign? (They do not need a Docusign account.) Beed hard copies. Noah S.Shaffer,PE Project Manager O:(512)942-6222 Halff Associates,Inc. 9500 Amberglen Blvd.,Bldg.F,Suite 125 Austin,TX 78729-1102 J Hallf.com I Linkedln I Facebook I Twitter I lnstaQram I YouTube 1 ENGINEER'S ESTIMATE OF PROBABLE CONSTRUCTION COSTS CITY OF ROUND ROCK RM 620(ROUND ROCK AVE.) DATE: 6!7/2019 PREPARED BY: HALFF ASSOCIATES,INC. HA PROJ.NO: 29581 PAY ITEM NO DESCRIPTION UNITS QUANTITY UNIT PRICE ITEM COSTS SUB-TOTALS %OF TOTAL COSTS WATER ITEMS 501 BORING 18"STEEL ENCASEMENT PIPE,CLASS(1/4"THICK)' LF 430 $388.00 $166,840 $166,840 18.87% 501 BORING 24"STEEL ENCASEMENT PIPE,CLASS(3/8"THICK)- LF 82 $462.00 $37,884 $37,884 4.29% 501 BORING 30"STEEL ENCASEMENT PIPE,CLASS(7/16"THICK)' LF 80 $546.00 $43,680 $43,680 4.94% 505 ENCASEMENT PIPE,18"DIA.,STEELLF 78 $220.00 $17,160 $17,160 1.94% 505 ENCASEMENT PIPE,24"DIA.,STEEL' LF 128 $262.00 $33,536 $33,536 3.79% 505 ENCASEMENT PIPE,30"DIA.,STEEL' LF 70 $325.00 $22,750 $22,750 2.57% 509 TRENCH SAFETY SYSTEMS(ALL DEPTHS) LF 3,766.5 $2.25 $8,475 $8,475 0.96% 510 PIPE,6"DIA.CLASS 250 DUCTILE IRON(ALL DEPTHS),INC.' LF 52.5 $64.00 $3,360 $3,360 0.38% EXCAVATION&BACKFILL 510 PIPE,8"DIA.C900-DR 14 PVC(ALL DEPTHS),INC. LF 3,117 $57.00 $177,669 $177,669 20.10% EXCAVATION&BACKFILL 510 PIPE,12"DIA.C900-DR 14 PVC(ALL DEPTHS),INC. LF 929 $72.00 $66,888 $66,888 7.57% EXCAVATION&BACKFILL 510 PIPE,16"DIA.C905-DR 18 PVC(ALL DEPTHS),INC.EXCAVATION& LF 260 $90.00 $23,400 $23,400 2.65% BACKFILL 510 INSTALLING OR RECONNECTING LATERAL SERVICE TO EXISTING, EA 6 $2,780.00 $16,680 $16,680 1.89% RELINED,OR REPLACED PIPE(WATER SERVICE X 8"DIA.PIPE) 510 WET CONNECTIONS,6"DIA.X 8"DIA. EA 4 $1,575.00 $6,300 $6,300 0.71% 510 WET CONNECTIONS,8"DIA.X 8"DIA. EA 13 $1,890.00 $24,570 $24,570 2.78% 510 WET CONNECTIONS,12"DIA.X 12"DIA. EA 5 $2,310.00 $11,550 $11,550 1.31% 510 WET CONNECTIONS,16"DIA.X 16"DIA. EA 2 $3,990.00 $7,980 $7,980 0.90% 510 DUCTILE IRON FITTINGS 4"THROUGH 24"' TON 5.0 $14,400.00 $72,000 $72,000 8.14% 511 VALVES,RESILIENT SEAT WEDGE GATE,6"DIAMETER' EA 8 $1,470.00 $11,760 $11,760 1.33% 511 VALVES,RESILIENT SEAT WEDGE GATE,8"DIAMETER' EA 18 $2,205.00 $39,690 $39,690 4.49% 511 VALVES,RESILIENT SEAT WEDGE GATE,12"DIAMETER' EA 3 $3,360.00 $10,080 $10,080 1.14% 511 VALVES,RESILIENT SEAT WEDGE GATE,16"DIAMETER' EA 1 $5,880.00 $5,880 $5,880 0.67% 511 FIRE HYDRANTS' EA 8 $4,536.00 $36,288 $36,288 4.10% 400-2006 CUT&RESTORING PAVEMENT SY 396.2 $100.00 $39,620 $39,620 4.48% WATER SUBTOTAL $834,046 ROUND ROCK EUGIBILITY 53.57% EST.TXDOT PORTION $473,580 WASTEWATER ITEMS 501 BORING 18"STEEL ENCASEMENT PIPE,CLASS(1/4"THICK)' LF 115 $388.00 $44,620 $44,620 6.13% 501 BORING 24"STEEL ENCASEMENT PIPE,CLASS(3/8"THICK)' LF 210 $462.00 $97,020 $97,020 13.33% 505 ENCASEMENT PIPE,18"DIA.,STEEL' LF 65 $220.00 $14,300 $14,300 1.96% 505 ENCASEMENT PIPE,24"DIA.,STEEL' LF 125 $262.00 $32,750 $32,750 4.50% 509 TRENCH SAFETY SYSTEMS(ALL DEPTHS) LF 3,390.0 $2.25 $7,628 $7,628 1.05% 510 PIPE,6"DIA.ASTM D3034,SDR-26 PVC(ALL DEPTHS),INC.EXCAVATION LF 302 $79.00 $23,858 $23,858 3.28% &BACKFILL 510 PIPE,8"DIA.ASTM D3034,SDR-26 PVC(ALL DEPTHS),INC.EXCAVATION LF 1,937 $83.00 $160,771 $160,771 22.09% &BACKFILL 510 PIPE,12"DIA.ASTM D3034,SDR-26 PVC(ALL DEPTHS),INC. LF 1,509 $95.00 $143,355 $143,355 19.69% EXCAVATION&BACKFILL INSTALLING OR RECONNECTING LATERAL SERVICE TO EXISTING, 510 RELINED,OR REPLACED PIPE(4"-6"DIA.WASTERWATER SERVICE X 8" EA 11 $2,080.00 $22,880 $22,880 3.14% DIA.PIPE) 506 NEW MANHOLE CONSTRUCTION,4FT DIA.' EA 12 $5,355.00 $64,260 $64,260 8.83% 506 NEW MANHOLE CONSTRUCTION,5FT DIA.' EA 2 $6,405.00 $12,810 $12,810 1.76% 506 DROP MANHOLE,4FT DIA.' EA 4 $5,670.00 $22,680 $22,680 3.12% 506 DROP MANHOLE,5FT DIA.' EA 1 $6,825.00 $6,825 $6,825 0.94% 506 MAJOR MANHOLE ADJUSTMENT,4FT DIA. EA 3 $2,730.00 $8,190 $8,190 1.13% 506 ABANDONMENT OF EXISTING MANHOLES EA 16 $1,995.00 $31,920 $31,920 4.39% 400-2006 CUT&RESTORING PAVEMENT SY 340.2 $100.00 $34,020 $34,020 1 4.67% WASTEWATER SUBTOTAL I $727,887 ROUND ROCK EUGIBIUTY 53.57% EST.TXDOT PORTION 1 $389,929 This statement was prepared utilizing standard cost estimate practices. It is understood and agreed that this is an estimate only,and that Engineer shall not be held liable to Owner or third party for any failure to accurately estimate the cost of the project,or any part thereof. Unit prices are in current dollars and should be adjusted as required when letting schedule for project is determined. Materials marked with an asterisk(')are to be Buy America compliant. Utility agrees to comply with Buy America provisions in accorance with TxDOT/FWHA guidance for all utility work performed and accomplished of this agreement.Materials with no asterisk are exempt from Buy America provisions. All removable items are deemed insufficient and unsalvagable.These items will be disposed of as necessary. ------------------------------------------------------------I I I WATERLINE ITEMS SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX I I BORING 18'STEEL BORING 24'STEEL BORING 30'STEEL TRENCH SAFETY PIPE,6'DIA.CLASS PIPE,8"DIA.C900-DR PIPE,12'DW. PIPE,16-DIA. INSTALLING OR RECONNECTING WATER SHEET NO. STA TO STA ENCASEMENT PIPE, ENCASEMENT PIPE, ENCASEMENT PIPE, ENCASEMENT PIPE, ENCASEMENT PIPE, ENCASEMENT PIPE, SYSTEMS(ALL 250 DUCTILE IRON 14 PVC(ALL C900-DR 14 PVC(ALL C90SOR 18 PVC(ALL ITERAL SERVICE TO EXISTING, CLASS(1/4'THICK) CLASS(3/8'THICK) CLASS(1/4'THICK) 18'DIA..STEEL 24'DIA.,STEEL 30'DIA.,STEEL DEPTHS) (ALL DEPTHS) DEPTHS) DEPTHS) DEPTHS) RELINED,OR REPLACED PIPE (WATER SERVICE X 8-CIA.PIPE) 1 OF 8 460+00 TO 464+00 0 0 0 0 0 489 4 85 400 0 0 2 OF 8 464+00 TO 469+00 0 0 0 0 0 611 5 469 137 0 1 3 OF 8 470+pp TO 474+70 0 0 0 0 0 553 0 400 153 p 1 4 OF 8 474+70 TO 479+85 140 0 0 0 0 527 15 652 0 0 1 5 OF 8 480+35 TO 485+40 110 0 0 0 0 286 5 391 0 0 1 I fi OF 8 491+00 TO 495+85 0 82 0 :40H128 0 596 15 424 2390 0 7 OF 8 497+30 TO 502+35 180 0 0 0 0 363 0 543 0 0 0 BOF 8 503+40 TO 508+30 0 0 80 0 0 70 342 9 153 0 260 1 I UNITS LF LF LF LF LF LF LF LF LF LF LF EA PROJECT TOTAL 430 82 80 78 128 70 3766.5 52.53117 929 260 6 I WATERLINE ITEMS SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX 400-2006 I $ WATER SHEET NO. STA TO STA WET CONNECTIONS,6' WET CONNECTIONS,8' WET CONNECTIONS,12'WET CONNECTIONS, DUCTILE IRON VALVES,RESILIENT VALVES,RESILIENT VALVES,RESILIENT VALVES,RESILIENT OLA,X 8'DIA DIA X 8'DIA DIA.X 12'DW 16'DIA,X 16'DIA. FITTINGS 4' SEAT WEDGE GATE,SEAT WEDGE GATE,SEAT WEDGE GATE, SEAT WEDGE GATE. FIRE HYDRANTS ING CUT 8 RESpgVEMTORTOR THROUGH 24' 6'DIAMETER 8'DIAMETER 12'DIAMETER 16'DIAMETER z 1 OF 8 460+00 TO 464+00 0 1 1 0 0 1 1 1 0 1 7 a 2 OF 8 464+00 TO 469+00 0 1 1 0 0 1 5 0 0 0 1 11 3 OF 8 470+00 TO 474+70 1 1 2 0 D 0 0 0 0 0 1 n 4 OF 8 474+70 TO 479+85 1 3 0 0 1 2 4 0 0 2 21 5 OF 8 480+35 TO 485+40 0 2 0 0 1 1 4 0 0 1 144 6 OF 8 491+00 TO 495+85 0 2 1 0 1 2 4 2 0 2 13 I 7 OF 8 497+30 TO 502+35 1 2 0 0 1 0 3 0 0 0 21 8 OF 8 503+40 TO 508+30 1 1 0 2 2 1 2 0 1 1 49 UNITS EA EA EA EA TON EA EA EA EA EA SY I PROJECT TOTAL 4 13 5 2 5.3 8 18 3 1 8 396.2 0 I I i I . I I I I i I I I I 3 i I ry I E E N0. REVISION BY DATE I z m mom ® 48J8 WEST BRAKER LANE.SIIfiE 450 1 mom HALFFMESA S)bT5&5356 TEL 45 212522I252-0164 I mom -(512)252-1 1BPE FIR11 MO.Ea,2 8 @2014ff Texas Department of Tronsportotlor9 CITY CIF ROUND ROCK, TX I 2008 ENTERPRISE DRIVE S RDuo pn_ewrzvt ROUND ROCK, Tx 78664 I RM 620 I ` WATER SUMMARY I I SCALE: SHEET I OF I I Desi eoXX y' STATEFEDERAL AID PROJECT W. xIGN.AT I a c1r<..a X% X TEXAS XXX XX IXxIxX RM 620 I ora..o XXI DIST.I rowTr 11DNTRa 5Ec IDR cnecbml XXI AUS I WILLIAMSON 101583 1 01 IP05 023 -------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------i I I WASTEWATER ITEMS SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX BORING 18"STEEL BORING 24"STEEL PIPE,12"DIA.ASTM D3034, INSTALLING OR RECONNECTING WASTEWATER TRENCH SAFETY PIPE,6"DIA ASTM D3034, PIPE,8"DIA.ASTM D3034, LATERAL SERVICE TO EXISTING, STA TO STA ENCASEMENT PIPE, ENCASEMENT PIPE, ENCASEMENT PIPE, ENCASEMENT PIPE, SDR-26 PVC(ALL DEPTHS), SHEET NO. 18'DIA,STEEL 24'DIA.,STEEL SYSTEMS(ALL SDR-26 PVC(ALL DEPTHS),INC. SDR-26 PVC(ALL DEPTHS),INC. RELINED,OR REPLACED PIPE(4'-6' I CLASS(1/4"THICK) CLASS(3/8'THICK) DEPTHS) EXCAVATION&BACKFILL EXCAVATION&BACKFILL INC. XBACKFILLVATIION& DIA WASTERWATER SERVICE X 8"DIA. PIPE) 1 OF 10 463+00 TO 467+40 0 0 0 0 400 0 400 0 2 2 OF 10 467+40 TO 471+40 0 0 0 0 400 8 400 p 2 3 OF 10 471+40 TO 475+30 0 0 0 0 400 0 256 144 1 I 4 OF 10 475+30 TO 479+25 0 76 0 0 324 6 0 400 1 5 OF 10 479+25 TO 483+20 0 134 0 0 266 19 0 400 1 6 OF 10 483+20 TO 487+80 0 0 0 65 325 0 0 325 1 7 OF 10 479+50 TO 481+70 0 0 0 60 240 0 0 240 1 8 OF 10 484+10 TO 489+15 115 0 45 0 59 0 174 0 2 I 9 OF 10 500+20 TO 502+75 0 0 0 0 385 0 385 0 0 10 OF 10 CHISHOLM TRAIL 0 0 20 0 591 269 322 0 1 UNITSI LF LF LF LF LF LF LF LF EA PROJECT TOTALI 115 210 65 125 3390 302 1937 1509 11 S I 3 s Iz $ WASTEWATER ITEMS SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX 400-2006 a I WASTEWATER NEW MANHOLE NEW MANHOLE DROP MANHOLE,4FT DROP MANHOLE,SFT MAJOR MANHOLE ABANDONMENT OF EXISTING SHEET NO. STA TO STA CONSTRUCTION,4FT CONSTRUCTION,5FT ADJUSTMENT,4FT CUT&RESTORE PAVEMENT DIA. DIA. DIA. DIA. DIA MANHOLES 1 OF 10 463+00 TO 467+40 3 0 0 0 0 2 23.3 2 OF 10 467+40 TO 471+40 1 0 1 0 0 2 38,8 I 3 OF 10 471+40 TO 475+30 0 1 0 0 0 1 8.3 4 OF 10 475+30 TO 479+25 2 0 0 0 0 1 0 5 OF 10 479+25 TO 483+20 0 0 0 1 0 4 86.5 6 OF 10 483+20 TO 487+80 1 1 1 0 1 2 83.3 I 7 OF 10 479+50 TO 481+70 1 0 0 0 1 0 0 8 OF 10 484+10 TO 489+15 1 0 0 0 0 2 0 I 9 OF 10 500+20 TO 502+75 2 0 1 0 0 2 p 10 OF 10 CHISHOLM TRAIL 1 0 1 0 1 0 100 I UNITS EA EA EA EA EA EA SY PROJECT TOTAL 12 2 4 1 3 16 340.2 k I 3 I 3 I I h I E I .0. REVISION BY DATE z OD]0 WEST BMKER LANE,SIXTE O50 ::: AESTIN TEKAS TSTS&5]56 H A L F F TFL 15121252AfBi FA%(512)25281�1 IIME ibtu NO.iJ12 U I SQ1O14�exas Department of TransportatloT4 � I CITY OF ROUND ROCK, TX I S R9LRoaocx.TEfAc ROUND ROCK,TXENTERPRISE DRIVE 78664 OiDI RM 620 I I WASTEWATER SUMMARY SCALE: SHEET 1 OF 1 I Deai XX Y STATE FEDERAL AID t!IECT N0. N DHaAT I cf»u.a.X% % TExAS XXX XX (X )X RM 620 I Dios« %X DIST. court, cONTRa secTla clxaem xx AUS WILLIAMSON 0683 OI o5 024 -------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------------------------I INSTALL 400' LF 12" DIA. C-900 SDR 14 PVC PIPE SCALE IN FEET I 0 20 40 BO PC STA 4+68.51 - 12" WL-A -RM 620 STA 463+53 N75;01611168.09 WATER CURVE DATA I E- 3125972.31 A= 2'17'14" RT STA 1+00.00 - 12" WL-A STA 4+63.04 - 12" WL-A R- 2291.00' =RM 620 STA 459+99.62, 85.36' LT -RM 620 STA 463+48.49, 90.80' LT T= 45.73' BEGIN PROP. 12" WL-A INSTALL: L= 91.45' LEGEND CONNECT TO EXIST. 12" W (W) 1- 11.25' BEND (12") CUT PLUG& ABANDON EXIST. 12" W (E) N= 10161168.76 EXISTING FEATURES i INSTALL: E= 3125966.88 ---- EXISTING R.O.W. I 1-TEE (12"X PROPERTY LINE (1 1-GATE VALVE (12") SEE WL-A PROFILE STA 4+37.91 - 12" WL-A -PROPOSED R.O.W. I N= 10161191.84 =RM 620 STA 463+24.95, 85.14' LT TEMPORARY CONSTRUCTION E- 3125605.11 INSTALL: EASEMENT 1- 11.25' BEND (12") -- PROPOSED UTILITY EASEMENT ' N- 10161166.89 T..-. .----PROPOSED SS I E= 3125941.82 PC STA 1+11.05 - 12" WL-A �`��§ PROPOSED SSMH I RM 620 STA 460+10.25, 85.00' LT WATER CURVE DATA PROPOSED wl N= 10161191.46 A= 8'02'56" RT PT STA 4+32.04 - 12" WL-A. PROPOSED DRAINAGE E- 3125616.15 R= 2285.00' -RM 620 STA 463+19.31, 85.00' LT EXISTING FIBER OPTIC I T- 160.76' N= 10161167.60 t- EXISTNG OVERHEAD ELECTRIC - L= 321.00' E- 3125936.00 - EXISTING WATER v - EXISTING TELEPHONE I -- EXISTING GAS EXISTING CABLE C REPAIR a 1,00 A S --_- _ _ ��_ EX. EASEMENT --- .. ,E .. -..::..'...._ .. ...Ex ._.Q 'T_--"^'--- .. ®ASPHALT ECUT V&RREPAIR .. _ -.� ---------------- �!L/1La BY BORED ENCASEMENT o -_ - ,,. ,;: .i - " ... _ r---n ENCASEMENT w wx.:. a. .... --�BY OPENDCUTCA ,. - .saB,1 ...__ ... ��. ... _ .... ........ '..""" - .._.._........ W NOTES: - '" ..._ % -- - - ----•- ..._. - ).REFER TO EXISTING UTILITY PANS AND FIELD a r... .. ..... ..... ....... .... ..... LOCATION UTILITIES BEFORE I ..- •--- :: .. .. ,., _.. Q CONSTRUCTION. NOTIFY THEY CONSTRUCTION '- _ '""� :/'• - _ - EX CONFLICTS IF OBSERVER V C 15T5. Nu 2.SEE INTERSECTION AND GRADING PLANS FOR CROSS STREET INFORMATION. co 3.CROSS SECTIONS ARE PROVIDED FOR THE + CONTRACTOR'S INFORMATION AS A BASIS '1. OF ESTIMATE FOR EARTHWORK QUANTITIES. DRIVEWAYS ARE NOT SHOWN AND ANY WORK CUT& REPAIR 7 SY I RELATED TO DRIVEWAY CONSTRUCTION SHALL BE _ SUBSIDIARY TO ITEM 530. 461.00 462.00 463.Oo CONCRETE 4.IRRIGATION SYSTEMS DAMAGED BY CONSTRUCTION a SHALL BE REPAI ED 460.00 - _-- _'_1_------_- -_--- ---- _--_-_1_ �--- CONDITION. ANYRNECESSARYAIRRIGATIONR REPAIHE RS WITEMBCOSINFOREPIPERED S BSIDIARYITO AND WILL NOT BE PAID FOR SEPARATELY. I RM 620[1- OF TE.�III WATER CURVE DATA w A- 3'07'26" RT *. I R= 2120.00' z .*..:.............. *�� L'ti jta�sR;t T- 57.81' H NOAH S. SHAFFER L_ = A, 115 58' /"'�"' on o•: CE NS v\�a�4-� E U �11 'EP ,:- �ORAL -,, ---. .. ...r. �ne._Itflgr �� d. ------ . ^^ "o. D" By DATE =RM 620 STA 462+96.47 75.36' RT In► 950JAM ERGLENBL _ ---- STA 1+00 00 8" WL-B REVISION t ROP. CT BEGIN PROP. 8" WL-B ' N BLDGF,:URE125 1 CONNECT TO EXIST. 8" W (W) FAYL ■�■ AUS N TB 7872 111 < .. (5171252A� y CUT PLUG &ABANDON 8" W (E) _;� L F F ,BFI FRB.R".F„2 1 I NS'VALL: o .. 1 1-22.50' BEND RT (8") N= 10161011.99 /fir I E- 3125891.04 ®2019, Tvxas Departof of TraneporfaffoR h $ mp STA 1+14.03 - 8" WL-B h -RM 620 STA 463+10.50, 79.06' RT CITY OF g INSTALL: RDLRnana.7eLcs 2008 ENTERPRISE DRIVEND ROCKR I 1- 11.25' BEND LT (8") ROUND ROCK, TX 78664 N= 10161006.47 J 1 1 E= 3125903.93 RM 620 p 1 i PI STA 1+24.19 - 8" WL-B STA 1+76.60 - 8" WL-B PROP. WATER LINE A 1 =RM 620 STA 463+21.01, 79.72' RT =RM 620 STA 463+75.40, 80.00' RT AH- 2'40'25" LT INSTALL: STA 1+00 TO STA 5+00 111 1 N= 10161004.36 1- SWIVEL TEE (8"X6") PROP. WATER LINE B I _ 1 E= 3125913.87 1- GATE VALVE (8") (E) STA 1+00 TO STA 1+84 _ PC STA 1+58.49 - 8" WL-B 1- GATE VALVE (6") SCALE:)" 40' SHEET ) OF 8 =RM 620 STA 463+56.60 80.00' RT 1- FIRE HYDRANT ASSEMBLY D..: ER2:1 • s'A" FEDERAL uD RRDUEDr w. "1G"••* r 4 LF 6" D.I.P. a,.e"w.GJ X TEXAS XXX XX (XX)%X RM 620 INSTALL 85' LF 8" DIA. C-900 SDR 1 4 PVC PIPE E- 3259478734 N= 10160995.85 a"„"„ ND DIS,. DDmrJE-1-m-1 EOR,Ra IEm-JOB E- 3125965.59 c-1 ERI AUS IWILLIAWSON JOV83 1 01 105E4 -------------------------------------------------------------------------------------------------------------------- ------------------------------------------------------------------------------I i INSTALL 137' LF 12" DIA. C-900 SDR 14 PVC PIPE SCALE IN FEET I I PT STA 5+59.96 - 12" WL-A 0 zo 40 8o =RM 620 STA 464+41,57, 91.00' LT N- 10167151.69 I E= 3126062.27 I PI STA 6+12.39 - 12" WL-A =RM 620 STA 464+82,54, 91.54' LT LEGEND AH- 1'45'24" LT N= 10161141.26 E- 3126113.65 EXISTING FEATURES - EXISTING RO.W. STA 6+36.21 - 12" WL-A --- PROPERTY LINE =RM 620 STA 465+16.33f 92.65' LT ----PROPOSED R.o.W. END PROP. 12" WL-A -- TEMPORARY CONSTRUCTION WATER CURVE DATA CONNECT TO EXIST 12" W (E) ----- -- EASEMENT A= 2.17.14" RT CUT, PLUG & ABANDON EXIST 12" W (W) -- PROPOSED UTILITY EASEMENT INSTALL: ............._... .......... ............_......... R= 2291.00' .._..._.. .. -��-� --- PROPOSED 55 1-1 1.25' BEND (12") .........._.......... ---------------� >e�ii;',;' PROPOSED SSMH i.. L= 91.45' N= 10161137.24 E= 3126137.13 _ PROPOSED wL PROPOSED DRAINAGE -- ....... EXISTING FIBER -' - 0 ELECTRIC _�� EXSTT NG WATER I IC EXISTING TELEPHONE I II PROP. UTILITY EASEMENT`O - �y ' EXISTING GAS _ EXISTING CABLE r OD _:-�CI3�R I ROP. - CONCRETE CUT&REPAIR ~ -- - ®CONCRETE PAVERS ASPHALT CUT&REPAIR m PROPOSED ENCASEMENT BY BORE I PI STA 3+45.68 8" WL-8 -__�PROPOSED ENCASEMENT =RM 620 STA 465+48,04, 76.81' RT Nor65: r o ... BY OPEN CUT LL N AH- 04'00'00" RT I.REFER TO EXISTING UTILITY PLANS AND FIELD a - A Q7 V) VERIFY LOCATION OF NEARBY UTILITIES BEFORE I - E=3126131.75 CONSTRUCTION. NOTIFY THE CONSTRUCTION OBSERVER IF CONFLICTS EXISTS. ZE - PI STA 3+95.68•- 8" WL-B 2.SEE INTERSECTION AND GRADING PLANS FOR -RM 620 STA 465+98.04, 76.81' RT CROSS STREET INFORMATION. 3.CROSS SECTIONS ARE PROVIDED FOR THE CONTRACTOR'S INFORMATION AS A BASIS N=10160954.20 . PI STA A.+41.36 8"WL-B »� OF ESTIMATE FOR EARTHWORK QUANTITIES. SEE WL-A PROFILE E=3126180.59 -RM 620 STA 466+43.61, B0.00' RT oR[vEwnYS ARE NOT SHOWN AND ANY WORK I + AH= 04'00'00 LT RELATED TO DRIVEWAY CONSTRUCTION SHALL BE CUT & REPAIR 48.2 SY SUBSIDIARY TO [TEM 530. o` N=10160941.31 00 CONCRETE 4.IRRIGATION SYSTEMS DAMAGED BY CONSTRUCTION 464.00 RM 620 E=3126224.42 SHALL BE REPAIRED TO EQUAL OR BETTER 465 00 CONDITION. ANY NECESSARY IRRIGATION I -- - _ __ 46 REPAIRS WILL BE CONSIDERED SUBSIDIARY TO __ 467.00 THE LINE ITEM COST FOR PIPE INSTALLATION COD _-- ---- _� 468.00 AND WILL NOT BE PAID FOR SEPARATELY. I -'-- _�___S 77• 36' 52.57_'�E a 1 o + STA 6+53.48- S" WL-B i��p�,.... 4 PI STA 3+00.00 - 8" WL-B O = M 620 STA 465+02.48' 80.00' RT =RM 620 STA 468+55.34, 76.46' RT O AH. 04 END PROP. 8" WL-B '00'00" LT + OF.......................... N=10160971.58 1 CONNECT TO EXIST. 8" W (E) 10 NOAH S. SHAFFER ' E=3126086..56 I CUT PLUG & ABANDON EXIST. 8" W (W) %•r ;••i I INS LL: /� IOTTzz i CUT & REPA 15.0 SY-70/-,"-.CE NS _ SPHALT N 10160899.35 ,Il�� s •••.•..•'O E= 3126431.98 rn �.D --- 4- - ---7774 I n e __- �.�7qp �uI REVISION BT DATE I PT STA 2+74.07 B" WL-B _ `, ■ e F sew S s TEMP. CONSTRUCTION EASEMENT =RM 620 STA 464+76.55, 80.00' RT r PiiOTC PROP\ HALFF® IIS $ WATER CURVE DATA N= 10160977.14 STA 4+60.56- 8" WL-8 I I CA 5+78.83-18" WL-B E= 3126061.24 =RM 620 S A 167 81.08, 8 00' RT �� L A= 3'07'26" RT =RM 620 STA 466+62.82 80.00' RT R- 2120.00' INSTALL: -�01 I-JU mzole T= 57.81' 1- SWIVEL TEE (8"X6') ff Texas Department of TransportatloA s L- 115.58' 1- GATE VALVE (6") 1- FIRE HYDRANT ASSEMBLY WATER`CUf VE.DATA CUT & REPAIR 40.6 SY 5 LF 6" D.I.P. I I I A _`3'1 27" RT CONCRETE N= 10160937.19 I R=1400.00'p 2 8 ENTERPRISE CITY OF ROOND ROCK, Tx I RDUND F" �•niFN45 DRI YE o E= 3126243.17 •• 23..21' RO00UND ROCK, TX 78664 STA 4+95.15- 8" WL-B -RM 620 STA 466+97.40, 80.00' RT I 'I I PT STA 6+02.03•- 8" WL-B RM 620 RELOCATE EXIST. WATER METER -RM 620 STA 468+04.27, 80.67' RT_ WA I INSTALL: PROP. TER LINE A I N= 10160906.19 STA 5+00 TO STA 6+36 a 1- DBL BALE TAP SADDLE (8"X1") � E= 3126381.19' 1- CORP. STOP (1') PROP. WATER LINE B I 5 LF 1" HDPE I STA 6+16.76 8" WL-B STA 1+84 TO STA 6+53 N- 10160929.77 =RM 620 STA 468+18.98, 81.53' RT SCALE: 40' SHEET OF a E= 3126276.95 INSTALL: �,; Eq N sT.TE FEDERAL 110 MIECT W. " •�* 11- 11.25' BEND LT (8") a,.rx.wcl x TExAs xxx xx (xxlxx RM 6zo I INSTALL 469' LF 8" DIA. C-900 SDR 14 PVC PIPE N= 10160902.21 �",,,, ND 0151. DDL«1T EDNTRM.DL 5EET10N E= 3126395.37 nxa.m EPI AUS I WILLIAMSON 10683 1 01 1056 -------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------I I INSTALL 153 LF 12" DIA. C-900 SDR 14 PVC PIPE SCALE IN FEET I I CAUTION III 0 20 40 Bo UNDERGROUND TELEPHONE& FIBER OPTIC � STA 2+52.55-12" WL-D ( I IN AREA. =RM 620 STA 474+50.39, 77.01' LT END PROP. 12" WL-D STA 1+00.00 - 12" WL-D CONNECT TO EX. 12" W (E) AT FITTING I -RM 620 STA 472+95.01, 75.14' LT CUT, PLUG& ABANDON EXIST. 12" W (W) BEGIN PROP. 12" WL-D N=10160929.45 I CONNECT TO EXIST. 12" W (W) E-3127042.97 CUT PLUG & ABANDON EXIST. 12" W (E) LEGEND INSTALL: J BEND (12") I f l I I ---- FEATURES -� N=10160954.29 PI STA 2+23.31-12" WL-D E --- EXISTING PROPERTY LINE E-3126892.58 =RM 620 STA 474+20.58, 77.11' LT ----PROPOSED R.O.W. AH- 1'57'36" RT I -- TEMPORARY CONSTRUCTION N=10160934.21 1 EASEMENT \ E=3127014.12\ I PROPOSED UTILITY LITY EASEMENT ..... PROPOSED SS ��1LL I %�) PROPOSED SSMH PROPOSED WL PROPOSED DRAINAGE I EXISTING FIBER OPTIC EXISTING OVERHEAD ELECTRIC I EXISTING WATER 1.00 __ �� --- EXISTING TELEPHONE I EXISTING GAS ROP. 1Z" WL DEXISTING PR CONCRETE CUT REPAIR E ROW ®CONCRETE PAVERS D ®ASPHALT CUT&REPAIR / _ . ... ....._._ () -�-�-� --{ 1CL1LJ PROPOSED BOREENCASEMENT I -- ENCASEMENT C7 r �BROOPEND UT _ --- NOTES: C I a / PC.STA 1+08.50-12" WL-D m r ).REFER TO EXISTING UTILITY PLANS AND FIELD a / =RM 620 STA-473+03.66, 74.62'- LT _ VERIFY LOCATION OF NEARBY UTILITIES BEFORE N-10160952.14 'WATER CURVE DATA H CONSTRUCTION. NOTIFY THE CONSTRUCTION E=3126900.80 A=7'12'05'LT OBSERVER IF CONFLICTS EXISTS. )0 a R=400.00' SEE SHEET 538 Z 2.SEE INTERSECTION AND GRADING PLANS FOR CROSS STREET INFORMATION. - 471.00 - u / T=25.17' FOR WL-D PROFILE m 3.CRO 55 SECTIONS ARE PROVIDED FOR THE L=50.28' CONTRACTOR'S INFORMATION AS A BASIS - -`- - 473.00 474.00 DRIVEWAOF YTOARTHWORK RUI TIES SARENOT SHOWNANDANYWORK* I CONTRACTOR TO r RELATED OY TO ITEM530 ! YNSTRUCTION SHALL BE o PT STA 1+58.77-12" WL-D SUBSIOI INSTALL -RM 620 STA 473+54.85 74.35' LT I 4.IRRIGATION SYSTEMS DAMAGED BY CONSTRUCTION PROP. WATERLINE CUT& REPAIR 26.1 SY SHALL BE REPAIRED TO EQUAL OR BETTER WITH MIN. 18' PIPE N=1t 0160942.54 ASPHALTn CONDITION. ANY NECESSARY IRRIGATION I \\� SEGMENT CENTERED RM 620 E-3126950.12 r REPAIRS WILL BE CONSIDERED SUBSIDIARY TO PERPENDICULARLY THE LINE ITEM COST FOR PIPE INSTALLATION \\ OVER,WASTEWATER. _ (/1 AND WILL NOT BE PAID FOR SEPARATELY. I T P. RELOCATE LINE IST. WATER RVICE TO INSTALL _��\\\� PI STA 3+07.63 8" WL-C BRACE FLAGPOLE D OF E \ AIN 86, 83 5~P F9�,I _ !1 ___.. �. . _._ -RM 620 STA q ( ,t H 00'52 37 RT 6 €X ST._ROW. _...... 61 + 00* NOAH.S SHAFFER -- ,r.. - 0160802 26 1.'-4.CENSE�--,"�� I Ofd-UTILITY EASEMENT -- PROP. -" WLTC I .. Z ,g 000 AMBE(tGLEN"LVO. NO REVISION BY DATE HALFF • ■ 6AUSTIN,SF 1251 PT STA 4+23.90- 8" WL-C TEL(511T 1600261102 FAX 1 o -RM 620.STA 473+90.71, -E51]1152-0IXt I-W-12 a ry AH-02"186'27" IT N �312fi957.45 @2019111F Texas 0eparfRTent of Tronapartaflor9 $ STA 1+11.24 8" WL-C I =RM 620 STA 470+81.90, 88.30' RT STA 2+15.47 - 8" WL-C TY OF ROUND ROCK, TX INSTALL: STA 3+31.38 - 8" WL-C 2006 ENTERPRISE DRIVE =RM 620 STA 471+86TE 88.00' RT anu"oR 6.Tex>. 1-22.5' BEND LT (8") � =RM 620 STA 473+00.09, 88.00' RT ,� Roul+D ROCK, rx 76664 8 RELOCATE EXIST. WATER METER -- m^^ N= 10160839.19 INSTALL: CONNECT EXIST. 6" W (S> I E= 3126650.72 1- DBL BALE TAP SADDLE (8"X1") ICUT NS�ALLUG & ABANDON EXIST. 6" W (N) RM 620 I 1- CORP. STOP (1") STA 1+00.00 - 8" WL-C 7 LF 1" HDPE 1- TEE (8"X6") PROP. WATER LINE C -RM 620 STA 470+71.40 84.28' RT N= 10160793.25 STA 1+00 TO STA 5+00 N= 10160817.14 BEGIN PROP. 8" � E= 3126752.58 E- 3126866.00 CONNECT TO EXIST.T. 8" W (W) PROP. WATER LINE I 8 ICUT NSfPLUG & ABANDON EXIST. 8" W (E) STA 1+00 TO STA 2+45 A 1-22.5' BEND RT (8") SCALE:1" = 40' SHEET 3 OF 8 O-; -ER STATE FFOEIUL 410 PROJECT M. "WnAY I N= 10160845.37 cvu.nl GJ X TEXAS XXX XX (XX)XX RM 620 I E= 3126641.33 INSTALL 400 LF 8'DIA.C-900 SDR 14 PVC PIPE °°"' NDI DIST CD Tr cD"T"MffZID" I c1-c".at ER AUS WILLIAMSON 0683 01 5 -------------------------------------------------------------------------------------------------------------------- -------------------------------------------------------------------I HA 1+00.00 - 8" WL-L M 620 STA 476+44.58, 77.90' LT STA 1+89.00-8" WLE - SCALE IN FEET BEGIN PROP. 8" WL-L =RM 620 STA 477+99.24, 82.42' RT CONNECT TO EXIST. WL AT EXIST. VALVE INSTALL: INSTALL PROP. 8" WLE - ;NSTALL REDUCER, AS NECESSARY 1-45' BEND RT (8") BY TUNNELING AND 0 20 40 80 '--N= 10160905.22 10'X10' N=10160731.87 ]REPAIR TRENCH TO GRADE W/ RCVG PIT E- 3127231.83 E=3127371.78 FLOWABLE FILL FROM APPROX. A ROP• + +9g I TCE LEGEND --- _ ---- EXISTING FEATURES ...... CONTRACTOR TO I i EX VERIFY WALL ISTING R.O.W. I .. ._.. ... .. ' .. - - ___PROPERTY LINE POSED FOOTING DEPTH - - ..... .. PRIOR TO TUNNELING I -- TEMPORARY CONSTRUCTION D INSTALL 140 LF 18" STEEL STA 1+07.34 - 8" WL-L kI EASEMENT PROPOSED UTILITY EASEMENT -I ENCASEMENT BY BORE =RM 620 STA 476+44.59, 70.56' LT --PROPOSED SS C) FROM STA 1+07.34 END BORE AND 18" I I I _ TO STA 2+47.34 STEEL 7 ENCAMENT / I I PROPOSED SSMH 3 PROPOSED WL E- 3127231.06 I I PROPOSED DRAINAGE EXISTING FIBER ~ WATER CURVE DATA q7 .00 STA 3+60.97 8" WL-E EXISTING OVERHEADTIC ELECTRIC z A= 5'42'36" LT -RM 620 STA 479+63.79, 88.41' RT EXISTING WATER �I m R= 4088.00' 477•00 EXISTING TELEPHONE �� INSTALL: T= 203.87' _- 1-45' BEND RT (8") - I I I EXISTING GAS 475.00 L- 407.40' 4T6+00 1-45' BEND RT (8") (NW) EXISTING CABLE _ -- STA 2+47.34 8" WL-L N=10160718.__ ---- 2202 - PT STA 5+9 .87-8" WL- -RM 620 STA 476+44.84, 69.44' RT g CC E=3127539.7317 �CONCRETE CUT&REPAIR $ r =RM 620 STA 475+6 .93 BEGIN BORE AND 18" CONCRETE PAVERS 88.00 IT SEE WL-Li PROFILE STEEL ENCASEMENT > ® I N-10160751.4 ro N- 10160758.72 ®ASPHALT CUT&REPAIR (7 E-3127121.1 $ E= 3127216.22 CONTRACTOR TO REPAIR RIPRAP b�� IlU1Lc�PROPOSED ENCASEMENT z CUT & REPAIR 12.8 SY TO EQUAL OR BETTER CONDITION __ BY BORE I ASPHALT " ... .< •-� r---'PROPOSED ENCASEMENT (IO --- .. ro BY OPEN CUT PI STA 5+89.87-8" W-C O 35'X15' RM 2+,, - \ BORE PIT P L I STA .68 -8' WLE =RM 620 STA 475+53 14 - a 88 p0� R =RM 620 STA 478+18 67, 89.37' RT D A H= 02.055 16" H= 04.00'00.00" LT rr.x t N-10160751.41 N-10160723 61 E= 121J4 - -�- E=3127391.12 ) CUT &REPAIR .. (� ...w..:. ��- 3.00 + 8.2 SY ASPHALT..... - _.._.. _ Q z. (Dr .n � _ It L/1r3Y to REMOVE AND REPLACE LANDSCAPING TO -! AS NECESSARYTOTTER COOMPLETEITICOEQUAL OR NSTRUCTION \ rc '-" �\. STA 5+67.67 - 8" WL-C Q� / fir, STA 1+98.00 8" WLE ;! OF -RM 620 STA 475+31.30, 88.00' RT -RM 620 STA 478+05.30, 88.96' RT . ............ RELOCATE EXIST. WATER METER INSTALL: J�,�.' •.9s1�� INSTALL: %. 1-45' END R3 (8") o.! N-1016072 .9 1- DBL BALE TAP SADDLE (8"X1") *........................ i E=3127377.50 NOAH S SHAFFER 1- CORP. STOP (1"> � .......................... I 7 LF 1" HDPE �, l INSTALL PROP. 8" WL-E A o; 107722 i N= 10160754.40 Fs BY TUNNELING AND 19•.<i O 4�� E= 3127099.05 REPAIR TRENCH TO GRADE W/ 11 fs r_ STA 5+75.61 - 8" WL-C \ FLOWABLE FILL FROM APPROX. 11 SIONAL EN- \ \a STA 3+42.00 TO STA 3+48.00. =RM 620 STA 475+39.06, 88.00' RT RELOCATE EXIST. WATER METERS \ rr� INSTALL: STA 3+71.89-8" WLE " 1- DBL. BALE TAP SADDLE (8"x1.5•') \ -RM 620 STA 479+64.17, 98.80' RT I 3 1- CORP. STOP (1.5") \ \J INSTALL: $ 8 LF 1.5" HDPE 1- SWIVEL TEE (8"X6") Z� 1-GATE VLVE (8") (NS �• REVISION 9r DATE N= 1016076.91 1- GATE VALVE (6") (S) F� 95"0•NBERGLEi18LVp. E- 3127106.91 STA 1+00.00 - 8" WL-E - EHYDRANTASSEMBLY (S) u "U�F,SUIMIM n \ =RM 620 STA 477+12.10 81.74' RT 1 FIR �� AusnN,Eznsr"rz°noz 6 LF 6" D.I.P. ALF TEL1s,:1m-.coo STA 6+35.75 - 8" WL-C \ \ BEGIN PROP. 8" WL-E Enz isu,zszau, N=10160707.3067 o -RM 620 STA 475+97.91, 88.00' RT CONNECT TO EXIST. B" W (SW) E=3127539.4351 INSTALL: CUT&PLUG EXIST. 8" W (NE) 1-TEE (8"X6") \ INSTALL: moi. 1-GATE VALVE (6") 1-45' BEND RT (8") 1-11.25' BEND RT (8") X2019, Texas Oa artmant of Tronr arta+I oro S 1-FIRE HYDRANT ASSEMBLY , N=10160739.67 a a 9 LF 6" D.I.P. STA 3+75.74- 8" WL-E N=10160745.72 E-3127283.19 =RM 620 STA 479+64.18, 102.65' RT E=3127166.57 END PROP. 8" WL-E STA 2+91.99 - 8" WL-L CONNECT 0 EXIST. 8" W (SI LITY Of RODND ROCK, TX I apuup"(lO;.i�xi 2008 ENTERPRISE DRIVE ROUND ROCK, TX 7866 8 STA 2+65.90 - 8" WL-L -RM 620 STA 476+44.92, 114.09' RT CUT & PLUG EXIST. 8" W (N) STA 6+83.62 - 8" WL-C END PROP. 8" WL-L INSTALL: RM 6ZO I -RM 620 STA 476+44.87, 88.00' RT CONNECT TO EXIST. 8" W 1-11.25' BEND LT (8") CUT, PLUG & ABANDON EXIST. 8" W (NW) N-10160703.4616 PROP. WATER LINE C END PROP. 8" WL-C E-3127539.3372 Q INSTALL: INSTALL sTA s•oo To STA 6•a 1- TEE (8"X8") 1-45' BEND (8") LT PROP. WATER LINE E I INSTALL 24 LF 18" CLSM STA 1.00 TO STA 3.76 1- GATE VALVE (8")(N) N= 10160714.32 TRENCH ENCASEMENT WLE PROP. WATER LINE L 1- GATE VALVE (8")(S) E= 3127211.49 STA. 1+22.35 TO STA 1+46.35 STA 1.00 TO STA 2.92 SHEET 4 OF 8 1= GATE VALVE (8")(W) �:AL EER"v 40'suTE ECpERu.1p PROaEa w. "��••r I N= 10160740.26 - E= 3127214.25 cn.c..a GJ X TEXAS XXX XX [XXI XX RM 620 I INSTALL 652 LF 8" DIA. C-900 SDR 14 PVC PIPE ND p151 °°"" `°"'"°5END C10 I rn.r ERI AUS I W11IAMSON 10683 10561 -------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------I I p, SCALE IN FEET I STA 2+87.71- 8" . TCE 0 20 40 80 I I ' =RM 620 STA 482+7171.35, 86.64' RT I I I INSTALL: 1- SWIVEL TEE (8"X6") 1- GATE VALVE (6") I -� 1- FIRE HYDRANT ASSEMBLY 5 LF 6" D.I.P. N=10160721.50 - E=3127851.50 I _Pp -- {{ LEGEND _ EXIST .....`.,.e.;�' S ..,,r,•„ ......„,..,.a..,...::.. •••...,,+^.. EXISTING FEATURES ....._._. EXISTING R.O.W I -- PROPERTY LINE I - ----PROPOSED R.O.W. - .,.- .... -- CONSTRUCTION W :... �••...... EASEMENT Y PROPOSED UTILITY EASEMENT --. ..... _ .. ........ PROPOSED SS - �� PROPOSED SSMH Y." 43 ------ ------- PROPOSED WL -_- ---------------- --- -------- � - PROPOSED DRAINAGE EXISTING FIBER OPTIC I I - - EXISTING OVERHEAD ELECTRIC EXISTING WATER ... EXISTING TELEPHONE .. . .- ... EXISTING GAS EXISTING CABLE g CONCRETE CUT&REPAIR CONCRETE PAVERS ASPHALT CUT&REPAIR � m �(L1�7 PROPOSED ENCASEMENT - BY BORE a485.00 481•00 482.00 f---�PROPOSED ENCASEMENT - _-_ --_-_-_ 483.00 --_-_-_ 484.00 - BY OPEN CUT _ -_-_-_-_-_-_-_-_-_ -_-__ NOTES: -------- _ 1.REFER TO EXISTING UTILITY PLANS AND FIELD •< STA 4+30.09 - 8" WL-F VERIFY LOCATION OF NEARBY UTILITIES BEFORE I RM 620 =RM 620 484+11.97, 84.27' RT a CONSTRUCTION. NOBSERVER IF OTIIFY CTSTHE CONSTRUCTION END BORE AND 16" STEEL ENCASEMENT - l:' 2.SEE INTERSECTION AND GRADING PLANS FOR I N= 10160727.39 CROSS STREET INFORMATION. CUT&REPAIR 144.3 SY E= 3127992.02 �<- _ m 3.CROSS SECTIONS ARE PROVIDED FOR THE ASPHALT _.-- " -- CONTRACTOR'S INFORMATION AS A BAS15 " "' """ OF ESTIMATE FOR EARTHWORK QUANTITIES. DRIVEWAYS ARE NOT SHOWN AND ANY WORK I ..... ........ A CONSTRUCTION HALL BE o ,. _ ....,. ... -.... ._ _._ _.. ......... .':.:.- .............. ........ ............... ....._. _... ....._ ,. .._ ...... _..-- _........... _._ ..... ....... -...... _._.-- SUBSIDIARY TD01ITEM Y530N5T -.,____,.�,_ -ST._BSZW-- ----------- 4.IRRIGATION SYSTEMS DAMAGED BY CONSTRUCTION SHALL BE- -- --- --- ..z__ - � I I PROP. BORE PIT PROP. RECEIVING PIT- REPAIRS TO EQUAL OR BETTER CONDITIOWIN jLLNBENDCONSIDERED ECESSARY RSUBSID�ARY TO APPROX 15'X30' t}PPROX 10'X10' THE LINE ITEM COST FOR PIPE INSTALLATION AND WILL NOT BE PAID FOR SEPARATELY. I - _.-... - l E` t...°f\`F.�1 -- ROP. - �*•_• ••*�,/L, / 1 PROP. 8" WL-F i i ................. PROP. UT, EASEMENT --- ------ .... .. / ' UTILITY EA$ I _�_ I II _- I 1 NOAH[07722 AFFER L�- TERQP--- 1 L_eROP.^, II ��/�1Ffs`CENSE0.�� I TCS \�� I STA 1+69.43 - 8" WL-F I - I -RM 620 STA 481+46.98, 84.91' RT RELOCATE EXIST. WATER METER INSTALL 110 LF OF 18" STEEL CONTRACTOR TO AVOID INSTALL: ENCASEMENT PIPE BY CONFLICT WITH er DATE J 1- DBL. BALE TAP SADDLE (8"X1") BORE FROM STA 3+20.00 I PROP. 24" SD LATERAL REVISION 1- CORP. STOP TO STA 4+30.00 E12-A-2 FL= 722.1' ® SS0D AA SUR LENBLVD. „ 8 LF I" HDPE ■ ■ e1ncE suRE lzs N= 10160720.22 ■o■ TEL 1512) JfiOO A L F F AUSTIN.TEXAS]811&1102 0 1 E= 3127726.49 STA 3+20.09 - 8" WL-Fr I ■...:■ FAXIsv12124141 =RM 620 STA 483+02.00 81.86' RT "�`""° 1z STA 1+10.00 - 8" WL-F BEGIN BORE AND 18" STEEL ENCASEMENT STA 4+38.69 - 8" WL-F I I -RM 620 STA 480+95.76, 84.85' RT N= 10160727.05 =RM 620 STA 484+20.57, 84.45' RT �r BEGIN PROP. 8"n T. B E= 3127882.02 END PROP. 8" WL-F m2018Af Texas Department of TransportatloA CONNECT TO EXIST. 8" W (S) CONNECT TO EXIST. 8" W (S) CUT, PLUG &ABANDON EXIST. 8" W (N)I STA 3+15.09- 8" WLF CUT PLUG &ABANDON EXIST. 8" W (N)INSTALL: =RM 620 STA 487+97.00 61.75' RT INSTALL: 1- TEE (8"X8") ' 1-TEE (8"X8") 2178 or ROUND EROCK,DRI TX : 1- GATE VALVE (8") (S) INSTALL: aru"o acn.r-.A< 2008 ENTERPRISE DRIVE RT 1-GATE VALVE (8") (E) ,,,,-,,„,-,,s,•", ROUND ROCK,TX 78661 9 ' 1- GATE VALVE (8"I (W) N=1016072.03 (81) 2- 45' BEND (8") (S> 2-45TEBENDSE(88))(5S) I 1- MJ PLUG (W) E-3127877.02 15 LF 8" PVC TO TIE IN (S) RM 620 I 20 LF 8" PVC TO TIE IN (S) 17 LF 8" PVC TO MJ PLUG (E) 10 LF 8" PVC TO STUB OUT (W) STA 3+07.66- 8" WLF N=10160727.42 PROP. WATER LINE F 1 N= 10160719.69 -RM 620 STA 482+91.69, 86.95' RT E=3128000.62 E= 3127674.19 INSTALL: STA 1+07 TO STA 4+56 I 1-45' BEND LT (8") N-10160721.70 SCALE:1" 40' SHEET 5 OF 8 E=3127871.84 DeA; ER V STATE 11DERAL AID PROJECT ND. N GMAT I c". m GJ X TEXAS XXX XX (XXI XX RM 620 INSTALL 391 LF 8" DIA. C-900 SDR 14 PVC PIPE D' ND 01ST' `°"" C0H -1-T14N I cn ..ER AUS WILLIAMSON 0683 01 5 "-------------------------------------------------------------------------------------------------------------------- -----------------------------------------------------------------------------I 1 -- _PAPP. RECEIIVINGG PIT ._ SCALE IN FEET 0 20 4o so STA 1+00.00 - 12 WL-K 11 =RM 620 STA 491+96.21, 96.82' LT I BEING PROP. WL-K PI STA 1+04.00 - 12" WL- II CONNECT TO EXIST. 12" W I AH- 2'00'00" RT I N= 10160836.13 11 INSTALL: 1 1- TEE (12") LEGEND lE= 3128789.93 It 1-GATE VALVE (12") (S) I STA 1+08,00 12" WL-K I N- 10160836.13 EXISTING FEATURES E= 3128790.48 ---- EXISTING R.O.W. NN1D0860828.23 1 ---ORE PROPERTY LINE PROPOSED R.O.W. E=3128789.25 - I - TEMPORARY CONSTRUCTION 1 - EASEMENT � INSTALL 82 LF OF 24" PROPOSED UTILITY EASEMENT- . paoposED ss I INSTALL 128 LF OF 24" I STEEL ENCASEMENT BY BORE K .. PROPOSED SSMH STEEL ENCASEMENT PIPE li / BY OPEN CUT FROM WL-K 493.00 494.00 495 PROPOSED DRAINAGE /' PROPOSED WL ------- _ _ _ __ 00 f y� ._ STA 1+90.00 TO STA 9 _ ___ 3+18.00 _ ^-- / EXISTING OVERHEADEXISTING FIBER IC STA 1+90.00- 12" WL-K ELECTRIC ��__--�- i i gl � - BEGIN BORE RM 620 _ jai' - EXISTING WATER II - EXISTING TELEPHONE 1 N= 10160747.44 .. / %% j E- 3128775.17 / %/ EXISTING GAS L_I1-J�PROP. BORE PIT ,/ s�/� ® PAIR (APPROX. 15'X30') /, .. - EXISTINGETE CUT I CONCR RE j� CONCRETE R SEE PROFILE WL-K -/' ®ASPHALTCUTV&REPAIR PROPOSED ENCASEMENT o I1. PR ENCASEMENT BY BORE CUT, PLUG, ABN. 1 I .. ... /- -- aBY OPEN CUT .. ...._... _ .............. - � _ :�. \I NOTES: -- - -" -' '- .•!`K - 1.REFER TO EXISTING UTILITY PLANS AND FIELD I I a ...._II. "*a:;: - VERIFY LOCATION OF NEARBY UTILITIES BEFORE a _ It .- -- - • --- � �'/I ; - STA 4+38.00 8" WL-G _ - CONSTRUCTION. NOTIFY THE CONSTRUCTION I A 3+1 36- I` =RM 620 STA 494+73.70, 143.10 RT OBSERVER IF CONFLICTS EXISTS. -_---' PST9. 12 WL- STA 1+67.33 - 8" WL-G -11 AH= 02.24'52" RT INSTALL: \ - ---- 2.SEE INTERSECTION AND GRADING PLANS FOR =RM 620 STA 491+94.61, 131.82' RT II N- 10160620.01 1- TEE (8"X6") 3.CROSS STREET INFORMATIS ARE PROON FOR THE II 1- GATE VALVE (6") CONTRACTOR'S INFORMATION AS A BASIS INSTALL: 1j E= 3128752.97 I- FIRE HYDRANT ASSEMBLY I 1- 45' BEND RT (8") 1liO \ OF ESTIMATE FOR EARTHWORK QUANTITIES. LF D.I.P (6") N= 10160613.76 DRIVEWAYS ARE NOT SHOWN AND ANY WORK I E- 3128737.28 II STA 3+29.36 12' WL-K VN-10160530.27 SEE PROFILE WL-G RELATED TO DRIVEWAY CONSTRUCTION SHALL BE o i1 0 -RM 620 STA 491+96.21, 132.16' RTE=3128989.34 \ \ SUBSIDIARY TO ITEM 530. INSTALL: 4.IRRIGATION SYSTEMS DAMAGED BY CONSTRUCTION INSTALL 40 LF 18" STEEL II \. SHALL BE REPAIRED TO EQUAL OR BETTER 11 1- 45' BEND LT (12") ENCASEMENT PIPE BY ___ - ____ CONDITION. ANY NECESSARY IRRIGATION I OPEN CUT FROM STA l 11 1-GATE VALVE (12") (N1 - REPAIRS WILL BE CONSIDERED SUBSIDIARY TO 1+20.23 TO STA 1+60.23 \ 1 N= 10160610.24 THE LINE ITEM COST FOR PIPE INSTALLATION E- 3128750.84 AND WILL NOT BE PAID FOR SEPARATELY. I uoo _ -- -�-- --- PROP ROW- - - a•oo -_�1_ 0\\\\,11 _� --- ROP 8 WL-G 4' j _- ---_ C �-Z. I ?y�P'' •fr9s�� !�i I ROP. UTILITY A EMENT / �.*..................... .+/ I 4 t Lp 01 - •NOAH S. SHAFFER/ PC STA 2+02.70 - 8" WL-G / / , �,P•t.......................... oiiz O ,i <y N- 10160593.14 I Dr•;!CENSF, �4 - E= 3128762.72I�IfSSIONAL ENS Q STA 1+88.25 - 8" WL-G \ / =RM 620 STA 492+10.41, 146.37' RT WATER CURVE DATA = INSTALL: A= 8'14'43" RT /' \ 1- 45' BEND LT (8") R= 1967.00" \ \ I / \ N= 10160596.17 T= 141.78' \ / \ E= 3128748.58 L- 283.07' I No. REVIvoN er DeTE \ STA 1+77.62 -8 WL-GJ, 9YJOAN8ERGLE"s- F.SUfTE 125 =STA 3+38.86 - 12" WL-K \ \ �� HALFF® AUS IN.TEEAS787211@ 18121 m�wo -RM 620 STA 492+02.36 STA 4+73.76 138.99' RT 8" WL-G TEL\ \ m_.m TEL(a)nzaln y CUT & REPAIR 12.6 SY END WL-K =RM 620 STA 495+11.36, 143.30 RT rePEPfl qia,: S ASPHALT ) INSTALL: END PROP. WL-G TEE(B") CONNECT TO EXIST. 8" W (SW) STA 1+12.00 - 811WL-G \ 1- REDUCER (12"X8") (N) CUT PLUG&ABANDON EXIST. 8" W (NE) \ \,: A � =RM 620 STA 491+36.54, 131.96' RT = 10160605.11 INSTALL: \ \ (9)2019J Texas Department of Transportatlo7? s BEGIN PROP. 8" WL-G \ E- 3128742.84 1-TEE (8X8") CONNECT TO EXIST. 8" W (SE) 1-GATE VALVE (8") (S) \ \ ry CUT, PLUG & ABANDON EXIST. 8" W (NW) STA 1+72.33 - 8" WL-G // 1-22.5' BEND (S) CITYOF ROUND ROCK, TX INSTALL: =RM 620 STA 491+98.37, 135.31RT 12 LF 8" PVC TO TIE IN (S) Roue""" . 2oDB ENTERPRISE DRIVE INSTALL: ROUND ROCK. Tx 78664 S 1-TEE (8"X8") 1-GATE VALVE (8") (E) PT STA 4+82.86- 8" WL-G I 9 1-GATE VALVE (8") (W) 1- TEE (8"X6") 1-MJ PLUG (E) \v 1- GATE VALVE (6") N- 102 15.Z3 1-MJ PLUG (W) 10 LF 8" PVC TO STUB OUT (E) E= 3129031.58 RM 0 I 1- FIRE HYDRANT ASSEMBLY 20 LF 8" PVC TO STUB OUT (W) \ 5 LF D.LP (6") = 10160518.37 PROP. WAT LINE G 1-GATE VALVE (8") (S) N= 10160609.56 E- 3129023 03 / 2-45' BEND (8") (S) E= 3128739.98 / STA 1*00 TO STA 4+84 1-22.5' BEND (8") (S) \ / 1-11.25' BEND (e") (s) \ �/ PROP. WATER LINE K I STA 1+00 TO STA 3+39 20 LF 8" PVC TO TIE IN (S) /' , /�' SCALE:I' - 40' SHEET 6 OF 8 \ N- 101 60625.55 y F „ / /� �.; ,ER sulE TEDER"L AID P!DACT W. H%*.r E= 3128683.22 i INSTALL 436 LF 8 DIA. C-900 SDR 1 4 PVC PIPE / �M�.,GJ x TEXAS XXX Xx cxx,xx RM 620 I / 239 LF 12" DIA. C-900 SDR 14 PVC PIPE / / ND Dist- cow, C0NTP0 SE 10N I rn.cl-FRI AUS I WILLIAMSON 10683 1 01 P5 -------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------------------I IN 0 A SCALE 40 F 80 I I I C----' I OLA C �pND-C)CP \ VA ES E GAN OR LOCATIONS STA 1+75.80 - a' wL-H �^ LEGEND HA 620 499+36.69, 150.16' RT \ END BORE AND 18" STEEL ENCASEMENT EXISTING FEATURES\ :� ---- EXISTING R.O.W. N- 10160359.29 "• --- PROPERTY LINE E= 312941 2.10 p ` ----PROPOSED R.O.W. _ \ STA 3+58.80 - 8" WL-H ^\ / =RM 620 STA 500+74.28, 29.51' RT TEMPORARY CONSTRUCTION INSTALL: PROPOSED UTILITY EASEMENT 1- 90' BEND RT (8"l __-� PROPOSED 55 N= 10160421.05 I \\\\ \\ \\\ PROPOSED SSMH RM 620 \\\ E- 3129584.37PROPOSED WL 498 \ 499.+0 `� \ 500.00 1 4 A7„ \\ - 501,00 502.00 PROPOSED DRAINAGE P OP BORE PITEXISTING F16ER OPTIC I - EXISTING OVERHEAD ELECTRIC STA 1+66.58 - 8" WL-H STA 1+00 WL-J \ + STA 3+55.80 - 8" WL-H \`�APPROX 15'X30 EXISTING WATER \\ =RM 620 STA 499+29 76 156.24' RT \ =RM 620 STA 500+72.03, 31.49' RT \\\Y` STA 3+76.77 8" WL-H EXISTING TELEPHONE I \ \ CONNECT TO PROP. 8" WL_j \ BEGIN BORE AND 18" STEEL ENCASEMENT / \\ \ -RM 620 STA 500+86.13, 43.02' RT EXISTING GAS INSTALL: \ \\ 1 . N= 10160420.04 INSTALL: EXISTING CABLE 1- TEE (8"x8") \ \\ E- 3129581.54 / \ 1- 11.25• BEND LT (8") _ N= 10160356.18 \ / \\ N= 10160404.14 CONCRETE CUT&REPAIR s E- 3129403.42 \�\\ 0 1 \\\�\ \\E= 3129590.43 ®CONCRETE PAVERS - - ASPHALT CUT&REPAIR PROPOSED ENCASEMENT i \� \ STA 1+04.16 - 8" WL-H T \ _ r 'i 0 '•� r--�PROPOSED ENCASEMENT a =RM 620 STA 498+77.63, 23.95' RT ,. - BY OPEN CUT INSTALL: \ 1 ` ' ` STA 4+26.24 - 8" WL-H NOTES: \, cP -RM 620 STA 501+25.38, 73.14' RT 1.REFER TO EXISTING UTILITY PLANS AND FIELD 1- GATE VALVE (8") E a N- 10160405.35 I \ �� INSTALL: VERIFY LOCATION OF NEARBY UTILITIES BEFOR r i 1 1- 22.5' BEND RT (8") CONSTRUCTION. NOTIFY THE CONSTRUCTION E= 3129366.78 ,�� I .� N= 10160361.72 2.SEEOBSEINTERSECTION RVER IF LAND SGRADING PLANS FOR I STA 1+00.00 - 8" WL-H i E- 3129615.89 CROSS STREET INFORMATION. -RM 620 498+73.63, 122.82' RT r `` 3.CROSS SECTIONS ARE PROVIDED FOR THE CONNECT TO EXIST. 8" W (W) CONTRACTOR'S INFORMATION AS A BASIS `1 CUT, PLUG & ABANDON EXIST. 8" W (E) OF ESTIMATE FOR EARTHWORK QUANTITIES. PC STA'4+43.08 8" WL-H DRIVEWAYS ARE NOT SHOWN AND ANY WORK I INSTALL: f' *:! i x -- ' N 1016345.06 RELATED TO DRIVEWAY CONSTRUCTION SHALL BE o" 1- 45' BEND (8") ' ` - E= 3129618.37 SUBSIDIARY To ITEM 530. N= 10160407.86 C _i 4.IRRIGATION SYSTEMS DAMAGED 8Y CONSTRUCTION E- 3129363.47 t IIi l,�e - \ .� - SHALL BE REPAIRED TO EQUAL OR BETTER __ Q SEE WL-H PROFILECONTRACTOR.TO REMOVE & CONDITION. ANY NECESSARY IRRIGATION REPLACE GUY WIRES AS THETHE ALWILL MBCOTNEPIPEINSTALLATION SUBSIDIARY NECESSARY TO PERFORM WORK. AND WILL NOTI TE OSBE PAID FFOROR SEPARATELY. I INSTALL 180 LF OF 18" STEEL ' CUT& REPAIR 9.4 SY TY �' ENCASEMENT PIPE BY \ '� PRO UT&PLUG EXIST. -�� \`/ r 1 TORSTA 3+55.80 ING FROM A 1+75.80 / ASPHALT =�P1E„�F•7F q�,l a� STA 1+22.69 - 8" WL-H I -. - WATER CURVE DATA \. %.'.::.....�.....:.*/% -RM 620 STA 498+95.47, 128.95' RT ` A= 9'07'37" LT ` j NOAH S. SHAFFER INSTALL: I SEE WL-J PROFILE R- 350.00' 107722 1- 22.5' BEND RT (8") n� T= 27.94' / o• �� N= 10160394.15L= 55.75' E- 3129381.54 1 = 1 c�SICENS 80 PT STA 4+98.65 - 8" WL-H1%\ONAL` N= 10160290 1 . \\\\� STA 1+62.58 - 8" WL-H = I ` E- 3129630,94 ` -RM 620 STA 499+27.12, 153.23' RT N INSTALL: PROP. RECEIVING 0 STA 5+08.65 - 8" WL-H\1 1- 11.25' BEND RT l8") PIT APPROX 10'X10' / ` -RM 620 STA 501+71.70 141.35' RT 10160359.94 CUT& CONNE .\ g N= 1 ° CT TO EXIST. 8" W E- 3129402.07 `\ INSTALL: 1- TEE (8") . �� _REVISION BY 047E STA 1+09.68 - 8" WL-J I r 1- GATE VALVE (8") (N) ■ ■ ® Ss""nueEAC E25 9LDG F,SUrtE 125 =RM 620 STA 499+36.14, 163.52' RT 1 y 1 N- 10160281.27 `\ ■�■ HALFF AUS RTEw S787a11z E= 3129633.96 Faxls,:rxsx4,<I INSTALL: . . TEL Is,T17n M 0 1- 22.5' BEND RT (8") ■ ■ N- 10160347.07 fl E= 3129406.69 ATM50- 1 STA 2+33.95 - 8" WL-J \ @2019, Texas Department of Transportatlo7Q =RM 620 499+99,32, 229.03' RT g STA 1+42.16- 8" WL-J CONNECT TO EXIST. 6" W (W) =RM 620 STA 499+46.58, 194.26' RT \ h INSTALL: PI STA 1+gq,g4�8" WL-H I 1 CUT, PLUG&ABANDON EXIST. 6" W (N) clrY DF RouND RocK, Tx 1- 11.25' BEND RT (8") = 2;58'% INSTALL: 2008 ENTERPRISE DRIVE $ N= 10160314.62 N= 1016290 I I 1- REDUCER (8"x6") RO,�"nF0 ,'TE' ROUND ROCK, Tx 78664 E- 3129630.94 2- 45' BE (8") (N) \ E= 3129405.12 1 NOTE: I N-10160257.67 STEEL ENCASEMENT PIPE ON RM 620 I t STA 1+83.09 8" WLJ E=3129443.28 UPRR CROSSING WL-H WILL BE =RM 620 STA 499+53.87, 234.55' RT 1 VENTED AND COATED IN ACCORDANCE ` PROP. 8" WATER LINE H INSTALL: I CUT&REPAIR 12 SY WITH UPRR PERMIT REQUIREMENTS. STA 1+00 TO STA 5+09 2- 45• BENDS LT (8") 1 I ASPHALT PROP. 8" WATER LINE J I 1-GATE VALVE (8") (N) STA 1+00 TO STA 2+34 N=10160274.49 1 INSTALL 38 LF OF 18" STEEL $CALE:1" 40' SHEET 7 OF B E=3129397.13 I ENCASEMENT PIPE BY 1 1 OPEN CUT \ D".. eaER SU-TE FEDER.L•ID" AET Ia. "�AT FROM STA 1-91.16 a.="..,cU x TEXAS xxx xx Ixxlxx RM 620 INSTALL 543 LF 8" DIA. C-900 SDR 14 PVC PIPE TO STA 2+29.16 NO DIST. CuTT Icow-secI c .m ER AUS WILLIAMSON 0683 OI 05 I -------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------------------I STA 1+17.59 - 16" WL-I STA 1+00.00 - 16" WL-I =RM 620 STA 504+34.56, 92.9' LT ' =RM 620 STA 504+44,04, 106.6' LT SCALE IN FEET INSTALL: CONNECT TO EXIST. 16" W o zo 4 o Bo SPECIAL NOTE: 1- 45' BEND RT (16") CUT, PLUG &ABANDON EXIST. 16" W (S) �� N= 10160402.72 1 INSTALL: ` CONTRACTOR E:TO RELOCATE&RECONNECT McDONALD'S WATER SERVICE. E= 3129964.42 1- 11.25' BEND LT (16") �� PROP. OP, DEESSIGNNATE W1 ENGINEERITY FORILOCATION.& 1- 45' BEND LT (16") (S) � Url PRO?- N- 10160411.99 `. PAYMENT TO BE MADE AT LINE ITEM BID I \\Y f4S TGE E= 3129978.26 �� PRICE FOR RECONNECT EX. SERVICE. \ fMeyr STA 1+20.00 - 16" WL-I LEGEND INSTALL 70 LF OF 30" STEEL 1 T =RM 620 STA 504+34.59, 90.3' LT `♦ BEGIN 30" STEEL ENCASEMENT ` ENCASEMENT PIPE BY PIPE BY OPEN CUT `. EXISTING FEATURES OPEN CUT FROM STA 1+20.00 N- 10160400.39 ` - EXISTING R.o.W. TO STA 1+90.00 E= 3129963.53 `♦ --- PROPERTY LINE PROPOSED R.O.W. CONTRACTOR TO REMOVE At�(D SALVAGE TEMPORARY CONSTRUCTION`. `♦ EASEMENT I EXIST. FIRE HYDRANT AND�GATE VALVE ` PROPOSED UTILITY EASEMENT ♦ i 1 `` ` ♦\` ........ PROPOSED SS \ PROP. BORE PIT \ ` PROPOSED SSMH ` APPROX. 15'X30' 1 ♦ ' 11 - PROP_ ROW___ ♦ PROPOSED WL I1 ; `♦ -- i PROPOSED DRAINAGE STA 1+90.00 - 16" WL-I 1 INSTALL 80 LF OF 30" STEEL „.. EXISTING FIBER OPTIC I =RM 620 STA 504+34.27, 20.4' LT ENCASEMENT PIPE BY ` N EXISTING OVERHEAD ELECTRIC END OPEN CUT I iI I BORING FROM STA 1+90.00 EXISTING WATER BEGIN 30" STEEL ENCASEMENT ii ;f 1 TO STA 2+70.00 £ `� N EXISTING TELEPHONE PIPE BY BORING {I I � _ _- ` r EXISTING GAS N= 10160335.02 - - - - `♦♦ a EXISTING CABLE _E- 3129938.48 1 a ni QST R� (1W__ ♦ 08.00 CONCRETE CUT&REPAIR I- .. - - ®CONCRETE PAVERS �- • �� E - _ --- --- I ENCASEMENT 507.00 � ASPHALT CUT&REPAIR I z 504.00 a'505.00 506 00.. ``♦ �LL/1Le�BY BORED ° ,:. `♦ r--- STA _ PROPOSED ENCASEMENT l `♦ NOTES: BY OPEN CUT „STA 2+70.00 - 16" WL-I SEE PROFILE WL-I CUT OND PLUG EXIST. W (N) PI STA 4+47 91 8 WL-I `♦ =RM 620 STA 504+36.05 59.6' RT �� 1.REFER TO EXISTING UTILITY PLANS AND FIELD a END BORE & 30" STEEL LNCASEMENT 10 i AH- 02'48'35" RT CUT&REPAIR 5.5 SY ♦♦ VERIFY LOCATION OF NEARBY UTILITIES BEFORE I N= 10160260.32 I N= 10160189.06ASPHALT ♦ CONSTRUCTION. NOTIFY THE CONSTRUCTION ♦ OBSERVER IF CONFLICTS EXISTS. E- 3129909.86 � CUTI&REPAIR E- 3130059.22 ♦ 2.SEE INTERSECTION AND GRADING PLANS FOR I 22 Y :•,�♦ CROSS STREET INFORMATION. ♦ 3-CROSS SECTIONS ARE PROVIDED FOR THE P P. RECEIVING PIT I� ASP \, - -- f~� �,\ ToFORMATION APPROX. 10'X10' OF ESTIMATE R EARTHWORK QUANTITIES. ..... I .. ...._... .. ......L..-.�_._�_-- -- "._ -.. .. :; ,. _-_..`.�: �`♦ RELATED DRIVEWAY TOADRIO EWARE NOT SHOONSTRUCTIONAND ANY WSHALL BE o ............ .. r- .. ..._. ....... `�.,� SUBSIDIARY TO ITEM 530. --� ROW _ _ 4.IRRIGATION SYTMS DAMAGED BY CONSTRUCTION .. EX •'`'`♦` SHALL BE REPAIRED TO EQUAL OR BETTER >x -. ♦♦ N A NECESSARY IRRIGATION I _____ L__ -' -�ROy) - -��..` ':T � `♦ REPAIRS WILLBECONSIDERED SUBSIDIARY TO _.............. .... -...3+00 ....._ .. ... __� -- r-- \ �. .,1 -. ♦ THE LINE ITEM COST FOR PIPE INSTALLATION - \ ` f.. `♦ AN WILL NOT BE PAID FOR SEPARATELY. PROP. PROP.'UTILITY E SEMENT -jam STA 4+96.25 8" WL-I ` E OF r"11 I =RM 620 STA 506+44.39, 70.6' RT �'' " r9sl// 1 c END 8" WL-I �¢ ` j+: .•/`' rZyllvlaa,t CONNECT TO EXIST. 6" W (S) r. ;*0 i CUT PLUG AND ABANDON EXIST. 6" W (N) NOAH S SHAFFER I STA 3+59.08 - 16" WL-I INSTALL: /•• •••• •••••••••. 1- TEE (8") '�; / 107722 �•i I =RM 620 STA 505+12.01, 73.3' RT 1-REDUCER ' CONNECT TO EXIST. 16" WL (S) I INSTALL: N- 10160176.95 \ MISS/ONAL ENS 1, \ I- TEE (16"X16") E= 3130106.O 1 REDUCER (8"X16") (E) \\\ 1- GATE VALVE (8") (E) / 10160219.60SA4+ 6.2 - 8 L- 1 _0 N= L /SC ` E- 3129976.14 =RM 620 STA 506+25.04, 71.8' RT \ PROP• ` INSTALL: 1- TEE (8"X6") N0. REVISION BY DATE PI STA 3+07.36 -16" WL-I 1- GATE VALVE (6"l AH- 02'00'00" RT eDG E,su TE lzs I 1 1- FIRE HYDRANT ASSEMBLY "5""AM"ERGLENBLVp. N= 10160239.78 8.5 LF D.I.P. ONE HALFF TEL S,z,m�.6o"orenaz h E= 3129928.52 10160181.96 �:.::� F�IF,I uzaln g E= 3130086.65 MO"I I 1 STA 2+82.59 - 16" WL-I =RM 620 STA 504+36.17, 72.11' RT CUT & REPAIR 21.3 SY AMR* ryINSTALL: ASPHALT 020150 Texas 0eparfmant of Transporfafio# 1 1- TEE (16"X16") 1- GATE VALVE (16") (N) 3 1-REDUCER (8"X16") (W) STA 1+46.12 - 16" WL-I N- 10160248.65 CITY OF ROUND ROCK, Tx -RM 620 STA 506+23.43, 76.5' RT 2008 ENTERPRISE DRIVE E= 3129905.39 INSTALL: ROUND ROCK, Tx 7e664 o arnwn"E..rvv 9 ` 1- 11.25' BEND LT (8") /' ..-" +"RM 620 STA 2+82.59, 10.9' RT-8" WL-I N= 10160193.53 -RM 620 STA 504+25.23, 72.2' RT E- 3130037.68 ` INSTALL: STA 2+77,59, 15.9' RT-8" WL-I 1- 45' BEND RT (8") /' u =RM 620 STA 504+20.19, 67.3' RT 1- GATE VALVE (8") (E) /' PROP. $ WATER LINE I BI CONNECT TO EXIST. " W (W) N= 10160218.06 ✓'. STA 1+00 TO STA 4+96 INSTALL: E- 3129975.43 / 1- 45• BEND LT SCALE:I" = 40' SHEET 8 OF B N- 10160259.01 INSTALL 153 LF 8„ DIA. C-900 SDR 14 PVC PIPE 7..;7--.ER RV7 9871 STATE "Ll'RAL AID PROJECT W. NCN.AY I E= 3129892.30 \ c-GJ x TExA5 xxx xRy'2O x IxXlxx Rz0 I 260 LF 16" DIA. C-905 SDR 18 PVC PIPE No DIST. C"TY Ern RasECTIo. I Eneu.. ERI AUS NILLIAMSON OfiB3 OI 5 ------------------------------------------------------------------------------------------------------------------- ----------------I I I I PR.OP._WL-A _... EXIST. GROUND I 765 - ---- _ _ . --- -•-•---- 765 I ,. & 755 '•,...•„' I I 9 3y -_ 745 . --- -'-_------- ---- 745 I a _ I W I ' I 735 3 ; ; N' ; 735 -0 Q >• t-4_ ..... ; •; r I LL I _ + JW J J J N 1+00 2+00 3+00 4+00 5+00 6+00 I I 0 I I I _ PROF.. WL-D o. .. .EXIST. GROUND: (( 740 < .. .., .. .. .. .. .... ,, .o\r 740 ",'' F + '--- ---- : /*'•• .. .......t.*� t CtIII f�.a . .. � _ .__._________- � NOAH S. SH 107722 - I.2X ;OFf:��CEN5 I 730 VEL p %%m v. 1 _. m _ _. 730 NO. REVISION BY DATE I �� ® 9500 nN8FAGLEN BLVD. CC �..� :-K:EI sl;a, „. 720 .. . . .. . ., ■..:■ FEL(51)M4`:°z& .......... .............................. ...:... ....:.... ........ ... _.. ............. .........-.. ..... _....... ........... ..... .. ... .... .........-............. ............... .......... TBve ewu No.ralz HALF 720 r @201911 Texas 0epar men of roneporfafloz9 I S Ic •I CITY OF ROUND ROCK, TX r - .... 2008 ENTERPRISE DRIVE - ., RD•NO F(IIXwuoumeunT'Y45 g 7 1 0 - - � ROUND ROCK, T%7866 F .,.._. ......... ... ..... _..... �^ NO 710 ix M 620 WATER LINE PROFILE A&D wo ::Ia3 - STA 1+00 TO STA 6+36 (WL-A) Jam; STA 1+00 TO STA 2+45 (WL-D) No^ - SCALE:H:i"•40' V:1"=10' SHEET t OF 6 H i 4 LL. „Z„'1 LL - Desi .ER sT.TE FEDERAL SID PROJECT ro. N DN.AT clrc..a GJ X TEXAS XXX XX (XX)XX RM 620 I 1+00 2+00 3+00 4+00 5+00 o a., ND DIST. EDT, —TRI c--ER AUS WIWaL1E DNLLIAIISON 106831 01 105EJ '------------------------------------------------------------------------------------------------------------------- ----------------I I itz I PROP. WL-G].=s. . EXIST. OROUNO 750 w" �......_..... ._........._.... _...__......_ ..... _. _...... ...___.... ......... . . ....._ _....._.. 750cr I m I re 33Inr; - - - 740 �iw _ z�1 •------ ......._.... .�.'_.. :....... .. 740 I --------------------- ......._ 7,:AX 2.2z I WL-G 730 0 730 I "�T®® RRRTTT I PIPE BY OPEN CUT - - PPROX. .STA 1+20.23 .STA 1+60.23 O 720 720 Or . --m = m�. .�- a N :° '.r �m�• .-.m mr N ° f- ' • O �r • m. • - . - a >�t t F 1 m Irj' M .t mMM N m O M N- ! �mMP 1 >.' ! ;.7 . ... .. M - ^JM. PM. ON. ON M: OM XMM M 'm M Y Y ,. XPP P. P �r m>_ Wr zr wr 1-.- Wr' mrl`. .. r .�. r... r .. r. rM,... .,.r.r.....' -Dv �v... .. .. .. F • m +_d3" .+,.� + J 3.+-m3. ..+ m=3.. ..;_+..m3..12:39..... .+ 3. 3 ,.; 3.. + ;..... + 3.....;�. ••w3 :+.. F3Ft ..a;LAI 3m ht]m im r -vw m. cm. F-mto _ m m - m m m m" + I-mm HCOm' - .. J =I J Z I J I J : 1 LL. -LL LL LL LL LL _ J: I J J I JLL. �wli .•.-LL 0 1+00 2+00' 3+00 4+00 5+00 6+00 ..BASING VENTS-SNGLLOUBE INSTALLED ON PROP. >< PR.OP._.WL-.H. . N ..4, ?... .. ACCORDANCCEE.WITH lJMATERIALS RR UTILITYINSTALLLAOW TION �\\\\\ � �• PERI _ F M5 T AND O T OF BORE BE 740 .... �. .. EXIST.'GROUND .......-�... F.... 1 0 rf . t ,;. .ENEAS IEMENI.' =P.E........,•q` THE I r t BE E UNDER UP$R�ROW SHALL 740 i*~:' '.,J,tt� STEEL CASING PIPE . : .. .. .. -COATED TO PREVENT CORRO .. .... i /{'tj. .. " -PROP.RET. WALL T' : - _ : t .T Jt ••••NOAH�S.•SHATTER/ I III D4 C) LAI 's-^ ..........................0 22 t i I -•__•_._-___, /00%1%"/TENSED,:�4�i I V. 730 -- �\\�� ONA I 730 I ........... PROP.-GROUND 6.67' .. - _. .. I a ... ,CLEARANCE - d 2r— ----- ll ---17" ----- L_—,T : N0. REVISION Bi DATE Im .: - ..:.INSTALL BY BORE.. wL-.1"I.---- _ .. _ .. OEM HALFF� AUS T)Dx�w600 I,az 18 18 STEELI - �_,__� FAX 15,]152-0,Ott 0 720 ...__... .......... :.. ASEFIENT� I 'T TTwe FRR..D.Fa,z APPROX. STA 1+75.80'. o - .. ...._ .... ..... ............ ............. ............ ........ ........... .... 720 I - TO STA-3+55-.80 a - m2019, Texas DeparfnF of of Transporfafloz? CITY 0 S710 I ..1 ... , .. _.. _ _. - ..... .. ; ... .. ^ -4< 2008 ENTERPRISE DRIVER 71 0 3 I , .I - I 'I ..1 m „�,�,,,,,, ROUND ROCK. TX 76664 ,. .... .-. .... 3 - ; H t N .mom .m0. + ^O ,n. • N .Om. td f:10.. O mmI to r •I 1 710 �, Pmt.. . t _t Z: mtWmRM 620 OM ONXN WM UI W0Q wr- zr -z� r w: - z '^ mN N mN cq M : JMW XM PROP. WATER LINE G&H W ,.m'Y .. • > 1` >rorSTA 1+00 TO STA 4+83 (WL-G) +..m3 JW3 + a + N3 3 N3 z w; 1-,:z ; STA 1+00 TO STA 5+05 (WL-H) m - N �m + m fm' m -um zrrvlSCALE:H:1"-40' V:1"•10' OF•+ LL 1-7-C IJIJ JOZ f J : De•i .ER V STATE FEDERAL AID PROAOSH ET 2NIDN.AT6 I �w LL 'LL LL -LL V'+^LL clv�x...GJI % ITEXASI XXX XX (XX)XX RM 620 I 1+00 2+00 3+00 4+00 5+00 w... NDI DIST.I CDUNTT lcW. SEO lax clx —ERI AUS I WILLIAMSON 10683 1 01 P561 -------------------------------------------------------------------------------------------------------------------- -----------------I 20-iz Z' PROP. WL7 �z . . . . .. . 750 < + 3; I . ..... ...........................I....................... 750 + .: L ...... + EXIST. GROUND— 0 W + ...... ------------------ ---------------------------------- X ------ ---- ............... --------------- ..................\_1.......... 740 .......................— .......................................... -0.2% 0.2%* ....................... 740 0� . .. . .. . .. . 0.2% -0.2Y -0.2%0. u 730 WL-1 m 730 70 LF 30" STEEL.._.... PIPE gY�BORE APPROX. STA 1-20.00 PLLL ENCASEMENT-11PE TO.STA.I.+90.00 APPROX. STA 1-90,00.. n, TO STA 2-80100 WW I 720 w 720 p I U5 I I :w Lj LUM C4 =51� 25"! m 0:) > w mm UJ' L, z z w _I=e- m mtm C4 M w X� Xm to �U 03 X ;- W>. 0 —A '0 + W3. + -,w LI M. +Ja, + + n <ww ID 'LLIUJ<- <W- <c. W-mo HALL .1 1+00 2+00 3+00 4+00 5+00 lzw fc= ' U3 'z .PROP. W EXIST. GROUND Lu Z' L J OF 740 740 ------7-Ic ---------------------------------------------- .......................... NOAH S. SHAFFER ........................... 107722 PROP. GROUND '11SS/ON N 730 34" % 730 WL—J NO. REVISION BT DATE T I RY nPPN GUE"l— BUN F.SUM 125 AUSTINJE-S7872�11W Cul 38 LF TEL(512)M� Is STEEL HALFF* ' 720 mmm ENCASEMENT PIPE 0 A STA 1-9f*.t6 ....... ...- ............- ................ .............. ...Appos. 720 TO:STA 2-2%16 ANPO' 02019Ar Texas Department of TransparfafloR 21 I TI F,R..RNDSROCK, TX 2008 EN ERP I E DRIVE 0 710 ROUND ROCK, TX 78664 3t 710 J)�lj X RM 620 MN 0� 0 WATER LINE PROFILE I&J STA 1+00 TO PROF (WL-I) 1/0. 1 +1 1+ 34", STA 1+00 TO STA 2+35 (WL- M-cw- SCALE:H:1"=40' V:I SHEET 3 OF 6 20 W-1 -i STALE "L LliD PROJECT n 20 COLL. FEE XX.X X1 X F.I. X TEXAS ER -:Gj 2+00 1+00 3+00 lDr— N01 DIST. c"T' c—,ERI AUS iWILLIAMSON 106831 (1 56 --——————————————————————————————————————————————————————————————————————————————————————————————————————————————————- ----------------I I I rm ioa-. EXIST. :GROUND: �-• m Ing- I/�/I �( Ur "-t ma: ICY L I\ - In +1 •P.+1 3� +1 :C94 .. Elm = r= • �. 'PROP. GROUND. r: F= - PROP:. ; .. - 1 N 1a �tpm. f .. VIN. O. VIMIn q 740 W wv': �W +...m J . _ ... ... 740 ULU J.------------------- : - : 730 I 1.7r. Q 0 _.. .. _.. . ........... 730 I a 7r I 62 L 24 S- - iftl 'ENCASEMENT PIPE ENCASEMENT PIPE - - - 720 - APPROX. STA 1+08.00 APPROX. STA 1-90.00 - TO STA 1+90,00 TO,STA3+18.00 - I I 720 I m 710 i- m -N = as .. N zm m NN m x__ 710 X. 1`.- i �f NP t0: N No NmO' + �O NNm ~ .-.N v:N 1.."N N .. m "W. t "N wM.:..i I0 -MMM - , Na'r ..._. ... N 3 1 04 Z. ma ;.. W. �� , oµ.Wow it _ms .ma 3c: m Us. W<WN -N +<ON -... (V .. � ..N .. .+<inN + InN 4 W WN; - .. + _ .. ...: - I F-E�IOZ 1 J Z.J i J J. - - c- v� t7-: ZN¢•-m - - 1/1mUrr-li OZ 1 JJ .1 1+00 2+00 3+00 I I . .PROP.:...GROUND. - ..I. .. .I. .....,. EXIST...GROUND:. � .. .... - .: 740 I P E .ROP`. WL---L ov 740 /}.�•...... .____ - ............* NOAH�HAFFER r ! S ��• _ �'1��'\ - - - - .. _ 107722....... 730 - o:- - 730 iNC7ei. j{y gORE I - N0. NEVI5i0rt BY CITE 0 -1�"STEEL "1 HALFF® alnc F sEr+tE Setvo. ENCASEMENT PIPE - 720 FROM STA !+07:34 : .. - .. .. _ .. - :�: AUL .TF.X 7878 11W ut TO STA 2 4T.34 FM(521M N Q ......... ...... .. ...... ... ......... .... ..... ............ .... ...... ......... .. .- ... .... ........ ......... ........ .................... .. ......... .... - .... TBPE FtlW UD.i-313 720 m2019, Texas Department of Transporfaflat? 8 - - 7 ; i 1 3r, : CITY O F RIX1ND NOCK, T% r m v Z+ a... ..... ._ mi .. aauxo Fear« RP 5 g 71 0 3 O 7. v 1 ic 1it ...,.,.o,.„,..... ROOUNO ROCK.ENTERPRISE I 1��.m mm mp1 710 m m �_ _. _..... _.... .. .......... ...... ......... ......_.. ... �a a -..VIM N .., .. -. m RM 620 AF A0 50 'owrN- irN- i1N- _ .... ...:. - ra. a> PROP.STA 1+WATER LINE 3+38 86 (W-& L rca3 3 STA + U + + a �wIW� u; STA 1+00 TO STA 2+92.00 (WL-L) N w 1 <Pr ,; zXCD �mo + im - SHEET 4 OF 6 � H�N� � CAcaEER 1v.' 40 sr.rE 1..reDOu.ID 1!JE xD. .Gur 1+00 2+00 3+00 cn.ca.o1 GJ X TEXAS xx cpxx seg;�X RM 620 I D.a..o NO DIST. C"TY C-1 ERI AUS I WILLIAMSON 0683 01 10561 _-------------------------------------------------------------------------------------------------------------------J I I I EXIST. GROUND PROP. WL_B. . . . 760 +. E +_ 760 m r LL + m N Lo Lf fn it r -- — • - - 750 4,x ...._.. ...... . ..._.... ..... LL LL . D.z ..... ;_. ....._ .. ..._....... � � LL 750 2 a \ L` I T — 740 ......_.. - I ).17.. 740 I _ . I s 730 3 F 3' 3�- m. 730 o m Ind d .W:n 1n r XJf C T - P r muT r JN N. r ti rr r. z. :N or N Q r wl+m1. o or 1- ar- t- v: o w OW rz w3l .+ v. .. ....- w3 +.; + waw .+.3 .., . .;;. •m.. .. ... .. 3c 33c_ + ; +..w3.. .+ a3c ; 3 3z. ~ . I i4 LL m z� I �LL LL LL. _ lJi LL LL W W i LL. J J- 2 1+00 2+00 3+pp + LL LL. ut, I 4 00 5+00 6+00 I I - I I 745 P E OF �� 745 1 I 3c a / 10 I - : ... *. :* EXIST. GROUND ........ - •li�,xol{ r ...: • •SHAFFER NOA •% I in �...�....107722....�..% I N INSTALL .: 24LF LSM. .. .. . .: ;S/pNA••E 735FNC F OM A *22 q wwLL I, —— 735 j --- 0-2r. NO. REVISION BY DATE 725 -0.2X 25 : : HALFF� AUSTIN.SEEXTG 21`wiD2 TEL 1512 TI]i800r2 0 7 F I m 8 �..- ..., ... .. .:.. :. �.... .. .:..... .... .... .. .... .. ,. .. .. �men of ro P stat l o I . .. ... m I9, exoe DePa na o A ,~j rop T.ns 20OB ENTERRPRIISEODRIVEK g 71 5 0 GILI r= _ r � 7 1 5 'g ROUND ROCK, Tx 78664 = NN RM 620 I Wa 'r � r = m� mN LxN PROP. WATER LINE B & E n to OmN ON m �. .r.. r m .1 Wm• 7-1— zN- N N ON CN xJN ,Or m. e w w m> F STA 1+00 TO STA 6+53.48 (WL-B) I Yu3 a s . m. . + + ; z = "ms Vw; r-; STA 1+00 TO STA 3+75.74 ML-E) ZD vm Pm � •m. �m �m rcI zmSCALE:H:1'=40' V:i"=10' SHEET 5 OF 6 J -^J 1 J J - 1 J i 1 J �J RSTAIE fEMRrL A10 PROJE[1 ND. N— y LL LL LL W _ _ 1+00 2+00 3+pp lc---G,I x TExns xxx xx 1xxlxx RM 620 I Dro.m NDI DIST.I COUNTY JCONTROL SECTION crm .:ERI AUS IWILLIAMSON 106831 01 10561 -------------------------------------------------------------------------------------------------------------------- I I I I PROP." WL-C z ; y EXIST. GROUND. .: rib 31 ,V + Y Iac j77 01 J .r o p •� _ 740 J LL —— —_ LL LL -1.8z --- I 730 ..... 0.2 720 x ;, k J 1 x I I .�� I Inrr - ®. 720 I-I : M m - m = r- ti.. - : In - m. I m. x o _ _ _ _ ... _ d O.wM Rei i Jln r mN 7 .N :. N , N z O •HaI O ON r`- OM 'k XM M M" N m,. ! JO ! Jaf ! F-m.U4,A, .p,� f•" v[• r-. f•. Jr, ,�. pM ON ti m I ell 7 d m A. O is m' WQz J •m ZI�? I ULL LL. ^LL ly. �LLI LLLL, 4 LL - _w —"w LL. : J OZJ y UI+LL 0 1+00 2+00 3+00 4+00 5+00 6+00 I 740 _ : 740 _P E .�� PROP. WL _ .. ..... ..EXIST..GROUND _. "� _ �! h~. 9`r�I� I I r i r + i*: * c < o ....NOAH•S.•SHAFFER I r- m + .0:....107722....�. I N + .; + ,��OSE CENSF��a=�� 730 730 4%�� w 011 duLL —_ I NO. REVISION 8Y 01TE 0.2% ,r 95W 0.118ERGLEN BLVD. . - —— — —— — — —— AUSTIN.SUJ ]8]341101 t 720 _ . __ " ----- - -- - - -- ; HALFF BTELL(5UX 125m46w _._... 0.zz FAX 2 ■t 720 � I �1WAR 18 ENAMIW CASEMENT SpIpE ,. 0 Texas Departmanf of TronsPartat/oA I I 19 a FROb STA 3+20 : .... ry TO.STA 4+30: CITY OF ROUND I I I j r 2008 ENTERPRISEDRIVE g 710 ; I x I I I C j I 71 0 , ROUND ROCK,TX 78664 • I O RM 620 I m z P O N .z P� m m. .. - ry �� 1 W W P � '.. • .N _ �O m •>In 1 Jln ! N •" 1 mN� O ^wm _• mwm c mm mP . O N X4r- OE- N .N + N ! 2— U z.> - 4 4-: N. •N- N N %JN pJN pN m ..m n ..N■ u m .N. N qlr ZQE: ZIr -UF + �a3. . + -�3 a;.. . . . . 3 3 _mtl _ PROP. WATSTA 6+83.62 ER STA 4+59.89 iC=& + z. . wF3. + •F;.. a Jas STA P F NIm Iwo. Hm m. 'm • Hm. • � � .' WQz Ino. 1l1z 4�z' I J - J .m m m. Hcsm vow vm + New SCALE:H:1"=40' V:I"=10' SHEET 6 OF 6 n--LL LL _ LL �LL LL - : LL' "1 I .ZOO '1 H I DeAi ER STATE FEDERAL AID PROJECT ND. N LxuAI 1+00 2+00 3+00 4+00 ,D---o�ND YX TEXAS XXX XX (XX)XX RM 620 I wwn. ND DIST.I coulrr caN Ra scntoN I cD.uw. FRI AUS I WILLIAMSON 10683 1 01 056 -------------------------------------------------------------------------------------------------------------------- --------------------------------------------------------------------------- I I I I I I I I I MAT RIALIST• MAXIMUM SLOPE 1/4"/FT. MATERIAL LIST: MAXIMUM SLOPE 1/4"/FT. A. SERVICE CLAMP REQUIRED. FRONT TO BACK OR BACK A. SERVICE CLAMP REQUIRED. FRONT TO BACK OR BACK B. 1"CORPORATION STOP — SERVICE PIPE OUTLET.(SEE TO FRONT TO FRONT B. 1"CORPORATION STOP— SERVICE PIPE OUTLET. (SEE NOTE BOX TO BE LEVEL NOTE(J2) C. 1"SERVICE PIPE. BOX TO BE LEVEL I D. LOCKING ANGLE METER STOP;SERVICE PIPE INLET X SIDE TO SIDE E C. 1"SERVICE PIPE. SIDE TO SIDE SWIVEL COUPLING NUT OUTLET: D. LOCKING ANGLE METER STOP;SERVICE PIPE INLET X E SWIVEL COUPLING NUT OUTLET: FOR 5/8"AND 3/4"METERS: 1"X 3/4" A FOR 5/8"AND 3/4"METERS: 1"X 3/4" • FOR 1"METERS: 1"X 1" FOR 1"METERS: 1"X 1" I • SEE NOTE 2 a'6 SEE NOTE #2 E. PLASTIC RECTANGULAR METER BOX. (SEE TABLE E. PLASTIC RECTANGULAR METER BOX.(SEE TABLE BELOW) / �� BELOW) / F. PIPE CASING WHERE APPLICABLE. (AS PER DETAIL / // F. WTD) / G. SING WHERE APPLICABLE.(AS PER DETAIL WT-01) / ! G. WATER METER, CENTERED IN BOX.(SEE TABLE BELOW) ` GWATER METER,CENTERED IN BOX.(SEE TABLE BELOW) ` <� 0 H. WATER METER COUPLING; MALE I.P.T. X SWIVEL \ H. WATER METER COUPLING;MALE I.P.T. X SWIVEL `\/ COUPLING NUT: // I J FOR 5/8"AND 3/4"METERS: 3/4"X 8 1/2"LONG. COUPLING NUT: /� FOR 5/8"AND 3/4"METERS:3/4"X 8 1/2"LONG. • FOR 1"METERS: LENGTH OF PIPE TO BE DETERMINED Ct_ �. / FOR 1"METERS:LENGTH OF PIPE TO BE DETERMINED Cy, 'I-\ / /r I BY CONTRACTOR. EXTEND PIPE TO 4"-6"OUTSIDE O FR \ BY CONTRACTOR.EXTEND PIPE TO 4"-6"OUTSIDE OF��fL I� METER BOX. FZE I. BRONZE GATE VALVE: NON—RISING STEM (3/4"OR 1) U \ H I. BRONZE GATE VALVE:NON—RISING STEM(3/4"OR 1 H FEMALE I.P.T. (PROPERTY OWNERS CUT—OFF OUTSIDE FEMALE I.P.T. (PROPERTY OWNERS CUT—OFF OUTSIDE o METER BOX IN SEPARATE VALVE CAN WITH LID AS PER METER BOX IN SEPARATE VALVE CAN WITH LID AS PER CITY OF ROUND ROCK STANDARDS). o CITY OF ROUND ROCK STANDARDS). J. 1"PIPE MEETING CITY OF ROUND ROCK D J. 3/4"OR 1"PIPE MEETING CITY OF ROUND ROCK D I o PLUMBING BININ G CODE REQUIREMENTS. Y"� `' G PLUMBING CODE REQUIREMENTS- NOTES EQUIREMENTS.N T 1. SERVICE PIPE SHALL BE COPPER TUBE SIZE. IT MAY BE 150 PSI ANNEALED 1. SERVICE PIPE SHALL BE COPPER TUBE SIZE. IT MAY BE 150 PSI ANNEALED SEAMLESS TYPE "K"COPPER TUBING OR 200 PSI BLACK COLORED POLYETHYLENE SEAMLESS TYPE"K"COPPER TUBING OR 200 PSI BLACK COLORED POLYETHYLENE HAVING A DIMENSION RATIO OF 9 (DR9). HAVING A DIMENSION RATIO OF 9 (DR9). 2. ALL STAINLESS STEEL INSERTS THAT COME WITH COMPRESSION FITTINGS SHALL NOT BE 2. ALL STAINLESS STEEL INSERTS THAT COME WITH COMPRESSION FITTINGS SHALL NOT BE USED ON ANY CONNECTIONS. USED ON ANY CONNECTIONS. 0 3. SERVICE SADDLES SHALL BE WRAPPED COMPLETELY WITH 8 MIL.POLYETHYLENE FILM. 3. SERVICE SADDLES SHALL BE WRAPPED COMPLETELY WITH 8 MIL. POLYETHYLENE FILM. 4. TOP OF BOXES SHALL BE 1"ABOVE FINISHED GRADE. 4. TOP OF BOXES SHALL BE 1"ABOVE FINISHED GRADE. 5. PIPING AND TUBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 510.3 OF THE 5. PIPING AND TUBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 510.3 OF THE STANDARD SPECIFICATIONS. SPECIAL ATTENTION IS CALLED TO "PIPE BEDDING STANDARD SPECIFICATIONS. SPECIAL ATTENTION IS CALLED TO"PIPE BEDDING I ENVELOPE"AND"BACKFILLING",SECTIONS 510.3(14)AND 510.3(25),RESPECTIVELY. ENVELOPE"AND"BACKFILLING",SECTIONS 510.3(14)AND 510.3(25),RESPECTIVELY. 6. AXIS OF METER ASSEMBLY(LINE THROUGH METER STOP, METER.PIPING AND OWNERS 6. AXIS OF METER ASSEMBLY(LINE THROUGH METER STOP,METER,PIPING AND OWNERS CUTOFF)SHALL BE 10"BELOW TOP OF BOX. CUTOFF)SHALL BE 10"BELOW TOP OF BOX. ' 0 7. SLOTS PROVIDED IN METER BOX TO ACCOMODATE PIPING INTO AND OUT OF BOX, 7. SLOTS PROVIDED IN METER BOX TO ACCOMODATE PIPING INTO AND OUT OF BOX, SHALL NOT BE MODIFIED. SHALL NOT BE MODIFIED. �tiQ'rE••�•'••T:,'1'g1� �? I 8. LOCATION OF METER BOXES SHALL BE SUBJECT TO THE APPROVAL OF THE C.O.R.R. 8. LOCATION OF METER BOXES SHALL BE SUBJECT TO THE APPROVAL OF THE C.O.R.R. it ••: PART NUMBER SERIES SIZE HEIGHT WIDTH LENGTH �.'•.................... PART NUMBER SERIES SIZE HEIGHT WIDTH LENGTH NOAH SHAFFER% ' DFw36C-BOOT• 36C STANDARD 12-I/4" TOP=13-3/<' TOP=19• DFW65C-12-BODY• 65C JUMBO 12" TOP 18-3/4" TOP-30-1/2' •••.•••••10TT22••••�••% DFW36C-SEISM• 36C STANDARD 12-1/4" BASE=10• BASE=IB-1/4• DFW65C-12-BDSM• 65C JUMBO 12• BASE=I6• BASE=27" AI OFW36C-SEISM-LID• 36C STANDARD I-3/4• LID-10• 1 LID 15• DFW65C-0DSM-LID• 65C JUMBO I-3/4• LID 15-1/4• LW-27• ,I;OFf`�CF NSF '�i�� ROTEC BY DFW PLASTICS INCORPORATED OR APPROVED EQUAL. C •ROTEC 8'I DFW PLASTICS INCORPORATED OR APPROVED EQUAL. C �I1SSIONAL•EN�� I g I I METER SIZE LENGTH �• REVISION Br DATE q 5/8" 7 3/4" HALFF� AU0 N.BERGLENBLVD ABIDG F.SURE 125 USi1N.TEAS]8]2&1102 METER SIZE LENGTH TEL ISul masoD FAX 1512125221.1 L o A 8 C F 3/4^ 9" A B C F 1-1/2" 13" ■::■ BBE FBW N0.F21: RECORD SIGNED COPY DRAWING NO: RECORD SIGNED COPY 2 17" �� ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK DRAWING 03NG. m2°1 y, Texas Deportment of TroneportotloR o APPROVED WT-02 � 02-11—I1 - --- APPROVED t ff tf 02-11-11 / tt tt ___................_._.._._ - CITY OF ROUND ROCK, T% I DATE SINGLE 5/8", 3/4 OR 1 DATE SINGLE 1-1 2 OR 2 BGOMD FG .TE,$ r f 2GOE 76664E I S 171E ARCHITECT/ENGINEERYFORTHA ASSURES WATER METER DETAIL --s THE ARCHITECT/ENGINEER ASSUMES WATER METER DETAIL " RESPONSIBILITY FOR THE APPROPRIATE RESPONSIRHJrY FOR THE APPROPRIATE RM 620 I USE OF THIS DETAIL(NOT TO SCALE) USE OF THIS DETAIL(NOT TO SCALE) ' I WATER DETAILS I I SCALE:N/A SHEET 1 OF 6 D.i —ER y' STATE I FEDERAL AID MACT ND. NIGN.AT I c1..="•m GJ % TEXAS X%X%% (XX)XX RM 620 I DFa NDI DIST.I C"TrwNTBa se F.- cr ...ER AUS WILL IAMSON 0683 01 56 ——————————————————————————————————————————————————————————————————————————————————————————————————————————————————— --------------------------------------------------------------------------------- I I I I I I I I I MA7 RN LIST, MAXIMUM SLOPE 1/4"/FT. FRONT TO BACK OR BACK A. SERVICE CLAMP REOUIRED. TO FRONT j 8. 1 1/2'CORPORATION STOP (TYPICAL)-SERVICE PIPE BOX TO BE LEVEL c3 it OUTLET.(SEE NOTE(2) vol SIDE TO SIDE J p C. 1 1/2'SERVICE PIPE(TYPICAL). D. BRANCH CONNECTION:1 1/2'OR 10, �� v 9•TYPICAL WATER MAIN ASSIGNMENT 3 2'SERVICE PIPE INLET AND 22-2 If2"DIA. 4 & I I 3/4'MALE I.P.T.OUTLETS 7 - 1/2"O.C.(SEE NOTE Y2) H CONNECTIONS MAY VARY I E. 3/4-LOCKING ANGLE METER (SEE NOTE#1) 1• (TYP) STOP;FEMALE I.P.T.INLET AND LOT PIN. _ SWIVEL COUPLING NUT OUTLET. F. PLASTIC RECTANGULAR METER / FIRE HYDRANT TO 60'MAX LENGTH OF I I Box.CASE TABLE BELOW) < / BE SET PLUMB FIRE HYDRANT ASSEMBLY I G. PIPE CASING WHERE APPLICABLE. 3 (AS PER DETAIL WT-01) R,O �. H. WATER METERS,CENTERED IN BOX.(SEE TABLE BELOW) \ / / / 1-4 1f2"DIA. 1. WATER METER COUPLING;MALE �J, �� 'I I K CONNECTION I I.P.T..X SWIVEL COUPLING NUT. I ) CONI LENGTH OF PIPE TO BE (SEE NOTE 1 CRETE AROUND CAN LID DETERMINED BY CONTRACTOR. F I ^� �I 4 — (SEE VALVE BOX $ EXTEND PIPE TO 4"-6"OUTSIDE XASSEMBLY DETAIL J. BRONZE CATEVALVE:NON-RISING \ I I STEM(3/4"OR I)FEMALE I.P.T. tFtL ( CONCRETE CURB 18"MI DRAWING NO.WT-06) I (PROPERTY OWNERS CUT-OFF E I 24"MAX OUTSIDE METER BOX IN SEPARATE D 2"MIN. 6"MAX. 3 VALVE CAN WITH LID AS PER CITY WEARING SURFACE o OF ROUND RDCK STANDARDS). K. 3/4.OR 1'PIPE MEETING CITY H .,, .- ... 1 ,_ )'-' u OF ROUND ROCK PLUM&NG CODE --- _ _ .I-- REOUIREMENTS. - za ------------- �o NOTEA. 1 CITY OF ROUND ROCK I a j 6"MJ X STANDARD VALVE BOX 1. SERVICE PIPE SHALL BE COPPER TUBE SIZE. IT MAY BE 750 PSI ANNEALED SEAMLESS TYPE'K' I O] ASSEMBLY(SEE COPPER TUBING OR 200 PSI BLACK COLORED POLYETHYLENE HAVING A DIMENSION RATIO OF 9 FLANGED VALVE (DR9). CONCRETE BLOCKING WITH A (SEE NOTE LVE SEPARATE DETAIL) I 2. ALL STAINLESS STEEL INSERTS THAT COME WITH COMPRESSION FITTINGS SHALL NOT BE USED ON MIN 1 V2 SO FT BEARING I ANY CONNECTIONS. I I g 3. SERVICE SADDLES SHALL BE WRAPPED COMPLETELY WITH 8 MIL.POLYETHYLENE FILM. AREA CLAS'A"CONCRETE DO NOT BLOCK DRAIN HOLES 4. TOP OF BOXES SHALL BE 1"ABOVE FINISHED GRADE. + + - 6"DUCTILE 5. PIPING AND TUBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 510.3 OF THE STANDARD IRON PIPE SPECIFICATIONS. SPECIAL ATTENTION IS CALLED TO'PIPE BEDDING ENVELOPE"AND•BACKFILLING", o I SECTIONS 510.3(14)AND 510.3(25).RESPECTIVELY. I 6. AXIS OF METER ASSEMBLY(LINE THROUGH METER STOP,METER,PIPING AND OWNERS CUTOFF) -r1 SHALL BE 10"BELOW TOP OF BOX. 7. SLOTS PROVIDED IN METER BOX TO ACCOMODATE PIPING INTO AND OUT OF BOX.SHALL NOT BE •I� 4"X12"x12"CONCRETE MODIFIED. A BLOCK CLASS"A-CONCRETE PtE OF TF�f ,Yfaj� I 8. BRANCH CONNECTION AND BOTH ANGLE METER STOPS MUST BE INSTALLED PRIOR TO FIRST i y'l•r•'"••• '••,•9J,�� METER INSTALLATION EVEN THOUGH THE SECOND PROPERTY MAY NOT BE READY FOR SERVICE. MAIN LINE SIZE 6"TEE jY! �'.'*�/�s}�')'J tj llT�yit 9. LOCATION OF METER BOXER SHALL BE SUBJECT TO THE APPROVAL OF THE C.O.R.R. 2_0" (SEE NOTE#2) ••:••••••/•V ••••••••.•*w I i PART NUMBER SERIES SIZE HEIGHT WIDTH LENGTH NOAH S. SHAFFER THRUST BLOCKING REQUIRED FOR �...........L•"'•••.. .. DFW38C-14-BODY• Sac LARGE 14-I/4- TOP-Tl-1/4' TOP 22" CRUSHED STONE OR GRAVEL SHALL PIPE SIZE AND SOIL CONDITION ;/q; 107722 / DFW38C-14-SBSM• 38C LARGE 14-1/4- BASE-17-1/4' BASE-ism BE PLACED AROUND THE BOTTOM �I�,�,CENSE�-*Q� DFw3ac-sesM-LID' 3ec LARGE 2' LD-17Lro-1e' CIF THE HYDRANT FOR RADIUS OF f �� I •ROTEC BY DFW PLASTICS INCORPORATED OR APPROVED EQUAL. C AT LEAST 12"AND EXTENDING AT 1�ISS/ONAI E 0 LEAST 12"ABOVE THE OUTLET DO NOT BLOCK DRAIN HOLES NOTES I a 1. THREADS ON OUTLET NOZZLES SHALL BE NATIONAL STANDARD THREAD. REVISION aT DATE v 2. TEE MAY HAVE FLANGED OUTLET FOR M.J.x FLANGED GATE VALVE OR,ANCHOR(SWIVEL)TEE MAY BE USED NO. I METER SIZE LENGTH WITH M.J. X M.J.GATE VALVE. ® 65�U ANDERGLEN 8L- 5/8" A�F)M 125 3. A BLUE REFLECTIVE DELINEATOR OF TYPE APPROVED BY THE ENGINEER SHALL BE PLACED 2 TO 3 FEET urnN.TUffE 2er2(HI Ia2 5/8" 7 3/4" OFFSET FROM THE CENTERLINE OF PAVED STREETS OR PAVED ACCESS WAYS,ON THE SIDE OF AND IN LINE �� TUL N.TnS76 y FAXI5121252- o A B C G 3/4" 9" WITH,ALL NEWLY INSTALLED FIRE HYDRANTS. rePUEwNNa Tai2 u i.. RECORD SIGNED COPY DRAWING NO: RECORD SIGNED COPY �, I ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK DRAWING 012019, Texaa Ooporfm of of Transporfaflat? S APPROVED WT-04 APPROVED i7 02-11-11 „ „ „ 04-01-10 CITY OF ROUND ROCK, TX DATE FIRE HYDRANT ASSEMBLY DETAIL trim a T,� jTy�y+""°J"°A° r DATE DUAL 5/8 , 3/4 O R 1 ,/] R2 08 OUNDENTERPRISE7DRIVE S THE ARCH1fELT/ENGINEER ASSUMES WATER METERS DETAIL -' �""'°°`��"" r x irYE"sflfal®. THE ARCHITECT ENGINEER ASSUMES i'NE'ii'ci RESPONSIBILITY FOR THE APPROPRIATE RESPONSIBUITY FOR THE APPROPRIATE USE OF THIS DETAIL(NOT TO SCAR) USE OF THIS DETAIL(NOT TO SCALE) RM 620 I I WATER DETAILS I I SCALE:N/A SHEET 2 OF 6 D.i e.ER V . STATE I FEDERAL AID PROJECT NM N LHX1T elNeu.a,GJX TROL TEXAS XXX XX (XX)XX RM 620 I D. ND DIST. C"TT CONsec - I c-... .a.ER AUS I WILLIAMSON 10683 1 01 105E4I --—————————————————————————————————————————————————————————————————————————————————————————————————————————————————— --------------------------------------------------------------------------------- I I I I I I I I I I SURFACE PATCH:H.M.A.C. I SAW CUT (SEE NOTE#1) SAW CUT I (SEE NOTE,y2) I p° v e •�sa EXISTING ASPHALT EXISTING BASE I I MATERIAL 'PRIME I ' COAT \ W W BACKFILL SHALL BE CEMENT COMPACTED FLEXIBLE BASE STABILIZED FLEXIBLE BASE, %/\�� MATERIAL®95%MATCHING 2 CONTROLLED LOW STRENGTH // I yj\� EXISTING BASE MATERIAL 0 18" MaBACKFILL CLASS JJ CONCRETE N C-7 LID (STD 511S-12) 7 3/4" 3000 PSI CONC. I (SEE NOTE#2) I I C-6 PAVING RING w g (STD 511S-14) I PIPE BEDDING STONE SHALL I SA —1�..a — BE TEXAS CRUSHED STONE I m — —— 3/8"F OR 1/2"D ROCK a+ I I 4 #4 BARS 3^ m ®MID—DEPTH a CENTER PIPE IN TRENCH I 6"STANDARD I DUCTILE (INSTALLER S PP LED) I C-5 BOOT PIPE O.D. +12"MIN •�' r (STD 5115-15) PIPE O.D. +24"MAX JjrL OF TF1�� r I N ytiP. -�qsl� / I \ NOAH do . S.. TSHAFFER I 1 NS_ .; ........ ........ 107722 NT 7 1/2" 1. H.M.A.C.THICKNESS SHALL MATCH EXISTING ASPHALT THICKNESS AND NO LESS THAN 2". /�P'•;C/CE NSO;F—_ 8 1/2" 3/4" 2. OFE6COBEYOND OEITHERLT EAEDGETORE NOVENA WATERLINE�TRENCHCE EXISTING OR THEPAVEMENT WHEREFEX SINGLE BPAVEMENTSE A MINIMUM „1�4,S�NAL r DAMAGED DUE TO TRENCHING OPERATIONS,WHICHEVER IS GREATER. FINISHED PATCH SHALL BE NEAT AND 20^ UNIFORM. 3. INSTALLATION OF BACKFILL,SAW CUTTING AND REMOVAL OF EXISTING PAVEMENT,AND SURFACE PATCH SHALL NOT BE PAID FOR SEPARATELY. COSTS FOR THESE ITEMS SHALL BE INCLUDED IN UNIT PRICE BID FOR N WATERLINE PIPE. 4. THE CONTRACTOR SHALL PROVIDE STEEL PLATES TO SPAN THE TRENCH AS NECESSARY OR TO ALLOW BACKFILL aevlstoN 9Y DATE NOTES: TO CURE. SUCH PLATES SHALL BE SUITABLE FOR VEHICLE PASSAGE OVER THE TRENCH AND SHALL BENO. SATISFACTORILY ANCHORED IN PLACE. COSTS FOR THIS ITEM SHALL BE INCLUDED IN UNIT PRICE BID FOR ■ ■ HALFF� isvoANDERGLENeLVD. w BLDG F.SURE 135 1. NUMBERED CASTINGS STANDARDS SHOWN IN PARENTHESES ARE REFERENCES TO THE CITY OF AUSTIN STANDARDS WATERLINE PIPE.5. ALL TRENCHING AND TRENCH SAFETY SHALL COMPLY WITH APPLICABLE FEDERAL,STATE AND �� Eus L 1E fi irsanGx iEL Is1ilTn.aoG LOCAL REGULATIONS. FA%I51]1352d1d1 I CRITERIA MANUAL. 1BFEFW,"D.rat S 2. DELETE CONCRETE&REBAR WHEN VALVE IS WITHIN PAVED STREET. RECORD SIGNED COPY ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK DRAWING NO: RECORD SIGNED COPY CITY OF ROUND ROCK DRAWINGWT-07NO: �exas Oeparfinenf of Traneporfafloi? WT-06 ON FILE AT PUBLIC WORKS mZD19 APPROVED APPROVED h 04-01-10 04-01-10 WATERLINE BEDDING AND - ------.----_._......, CITY OF ROUND ROCK, TX I r DATE 2008 ENTERPRISE DRIVE o THE ARCHITECT/ENGINEER ASSUMES VALVE BOX ASSEMBLY DATE PAVEMENT REPAIR DETAIL DI �X.� ”°°"GFOCK.t"°` x �r�!'eY61Y it a" THE ARCHITECT/ENGINEER ASSUMES ,.,m...w�,.m,..,,, ROUND ROCK, T%78661 I EXISTING PAVED SURFACE) r RESPONSIBI117Y POR THE APPROPRIATE RESPONSIBILITY FOR THE APPROPRIAT USE OF THIS DETAIL(NOT TO SCALE) USE OF 1NI3 DETAIL(NOT TO SCRIP) � RM 620 I I WATER DETAILS I I SCALE:N/A SHEET 3 OF 6 fA•i —ER V' STATE I FEDERAL AID PROJECT R0. NIGRITAT In GJ X TEXAS XXX XX (XX)XX I RM 620 I Orm. NDI DIST.I CIX TT CDR ADL SEC110R cr..u. ERI AUS I WILLIAMSON 10683 1 01 10561 -——————————————————————————————————————————————————————————————————————————————————————————————————————————————————— --------------------------------------------------------------------------------------- I I I I I I I I I i I I I NON-PAVED SURFACE: PROPOSED PAVED SURFACE: I (A) PROVIDE 6"OF TOPSOIL SUBGRADE PREP,FLEXIBLE BASE AND REVEGETATE AND H.M.A.C.PER PAVEMENT PLANS, UNDER SEPARATE PROCEDURE (B)PROVIDE COMPACTED BACKFILL IN SITU TRENCH MATERIAL FREE OF ROCK AND CLODS GREATER THAN 4",COMPACTED IN 6' I LIFTS,TO 85% (SEE SPEC. ITEM 510) I TOP OF BOX LID TO BE FLUSH WITH FINISHED SURFACE CITY OF ROUND ROCK STANDARD 8 z x VALVE BOX RING(C-6)&LID(C7) a< \\ �� U �\ w ¢> >w o z RE COMPACTED BACKFILL nl M 3 SUTRENCH 6"DUCTILE IRON PIPE FREE OF ROCK AND CLODS CENTERED ON OPERATING NUT a = z DO \// \// GREATER THAN 4",COMPACTED STEM EXTENSION AS REQUIRED a \/�/\ \//\� IN 6"LIFTS,TO 85' FASTEN TO OPERATING NUT COMPACT BACKFILL AROUND wo 5 \'�\\ /\\� (SEE SPEC.ITEM 510) VALVE BOX. REFERENCE SECTION I /! CITY OF ROUND ROCK 510.3(25)OF STANDARD SPECIFICATIONS STANDARD VALVE CASING(C-5) I 0.0 / I / UNDISTURBED EARTH _ - o '•/% �//�� VERTICAL VALVE WRAPPED WITH i 8-MIL.POLYETHYLENE FILM iv PIPE BEDDING STONE SHALL STANDARD BEDDING MATERIAL BE TEXAS CRUSHED STONE - 12"MIN o z I 3/8"F OR 1/2"D ROCK v a+ -—+—- CENTER PIPE S PtiE TFf�� IN TRENCH I ivZy CONCRETE CRADLE MIN 2000 LB) *�..................... USE ON ALL SIZE 12"VALVES AND LARGER NOAH S. SHAFFER I 107722 ID PIPE O.D. +12"MIN - 11S\NAL'_+ PIPE O.D. +24"MAX � I g I I N0. REVISION BT DATE NOTE ® I—A,a1+ERGLENRLVD. ■ ■ HALFF Aus NTUAs lfi I '�" ■■■ USHN TEiVE 25]&1,03 ■ FEL I51i)M. I FAi X5131352-0IAI ALL TRENCHING AND TRENCH SAFETY SHALL COMPLY WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. reEEFe.N.ND F„: 0 u I RECORD SIGNED COPY DRAWING NO: RECORD SIGNED COPY JM I ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK DRAWING INO: mzG1y� Texas Oeport4Tent of Tronapartot/oTQ WT-O8 APPROVED APPROVED ry 04-01-10 WATERLINE BEDDING AND 04-01-10 CITY OF ROUND ROCK, TX DATE VERTICAL VALVE SURFACE REPAIR DETAIL RD ROR�a.E„ ROUND ENTERPRISE DRIVE DATE ROUND ROCK, T%7666A I QCND RDIZT�NS INSTALLATION DETAIL I THE ARCHITECT/ENGINEER FER THE ASSUYE9 iviuE:;rF:i•my THE ARCHITECT/ENGINEER ASSUMES y Wim, USE FOR THE APPROPRIATE (NON-PAVED & PROPOSED PAVED SURFACE) RESPONSIBHUTY FOR THE APPROPRIATE USE OF THIS DETAIL(NOT TO SCALE) USE 0/THIS DEI'A1L(NOT TO SCALE) RM 620 I I = WATER DETAILS I a I SCALE:N/A SHEET 4 OF 6 D-i emER STATE I FEDERAL AID PROJECT xO. N SAT DtrcwlON GJ X TEXAS XXX XX I%X]XX RM 620 I DAN,.,, ND DIST. Ca Ty CONTRNo.OL sCCT10K cD.a ER AUS WILLIAMSON 0683 01 5 --—————————————————————————————————————————————————————————————————————————————————————————————————————————————————— ------------------------------------------------------------------------------ I I I I I I I I FILL SPACE BETWEEN EXCAVATED BORE STEEL ENCASEMENT PIPE AND ENCASEMENT WITH CEMENT CONCRETE COLLAR GROUT THICKNESS AS SPECIFIEDI VALVE BOX EXCAVATED BORE IN PLANS(MIN 1/4") AND COVER T-304 STAINLESS STEEL SPACER BODY(MIN 14 CARRIER PIPE,90' WER I GUAGE THICKNESS) X MAXIMUM I ULTRA HIGH MOLECULAR #4 REBAR(TYP.) I WELDED TWEIGHT POLYMER STAINLESS STEEL RUNNERS 2"MINIMUM RISERS(MIN 10 HEIGHT) GUAGE THICKNESS) I PLAN VN I SEE DETAIL WT-06 s I I PIPE SIZE-CARRIER PIPE SIZE-CASING MINIMUM PIPE THICKNESS (DIAMETER) (DIAMETER)(MIN.) (INCHES) SET COVER OF VALVE BOX AND COLLAR 1/4"BELOW GRADE INPVEMENT OR SHOUER AND I 6" 16" 1/4 0.2500 4A ABOVE ELSEWHERE(TYP) 8' 18" 1/4 0.2500 I CAST IRON a 10" 20" 5/16 0.3125 TRAFFIC LID(TYP.) 12"•- 14" 24" 3/8 0.3750 TOP SOIL 16"- 18" 30" 7/16 0.4375 IB"TYP.l rPAVEMENT SECTION 20" 36" 1/2 0.5000 24" 42" 1/2 0.5000 a 30" 48" 1/2 0.5000 m I i SMOOTH STEEL ENCASEMENT PIPE SEAL ENDS WITH CASCADE (MINIMUM 35,000 P.S.I.YIELD WATERWORKS MANUFACTURING ;j/ i I I I STRENGTH) COMPANY, MODEL CCES END ' n SEALS,OR APPROVED EQUAL CAST IRON VALVE BOX STEM EXTENSION I (EACH END) (TYP) AS REQUIRED,FASTEN TO OPERATE NUT EXISTING MAIN PjE OF TF1, GL.�h I t'-6'SQUARE 3000 P.S.I. 6"I.U. CAST IRON EXTENSION_ � S CONCRETE COLLAR OR 24"MIN. 6 (TMP') CARRIER PIPE CONCRETE SIDEWALK VALVE NUT I��i -�{--�� t.: • 3� 9 cl'Isf. ' x • ' I T T NOAH�S.•SHAFFER" �........................... I SPACING AS PER MANUFACTURER'S ,' , c )1, ;, JL -J �I,;,rFs!CE..... A SPACER SHALL BE 18" RECOMMENDATION,MINIMUM 6'OR FIRST SPACER SHALL APPROVED PIPE I L.'�S ..)`� FROM EACH END OF BE 18"FROM END BEDDING MATERIAL ' P PIPE COUPON,MIN. LENGTH ENCASEMENT PIPE 10' (MINIMUM 3 SPACERS PER OF JOINT 2X VALVE JOINT INTERSECTION JOINT) gCONCRETE BLOCK UNDER VALVE(TYPE AS SHOWN), MJ SOLID SLEEVE LONG BODY, BODY OF BURIED VALVES: WRAP VALVE WITH 40 MIL CERTIFIED ROUND RESTRAIN I NOTES: e"X e'X 6"MINIMUM FOR POLYETHYLENE FlLM AS REQUIRED,MINIMUM 6" N0. REVISION er OATE VALVES 10'AND SMALLER, BETWEEN ENCLOSED PIPE . 9590 ANBERGLEN BLVD. 12"X 12"X 6"MINIMUM FOR ENDS. HALFF� Bl➢G F,SVr EN n 1. CASING SPACER CONFIGURATION AND SPACING SHALL BE AS SHOWN ON MANUFACTURER'S DRAWINGS FOR AusnN.Tl:xAs re]1B-n9z SPECIFIC WORK;THESE MUST BE ACCEPTABLE TO THE CITY OF ROUND ROCK. VALVES 12"AND LARGER MJ SLEEVE NOT ALLOWED � � ATEL USTI: 128 2. CASING SPACER SHALL BE AS MANUFACTURED BY CASCADE WATERWORKS MANUFACTURING COMPANY, MODEL CCS, OR PRE-MIX CONCRETE SACKS ON NEW WATER MAINS. - � ,FBAFEIF'�R'1252 vai I a OR APPROVED EQUAL. CAN BE USED{t,AS REQUIRED RECORD SIGNED COPY RECORD 81GM0 COPY ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK DRAWING N0: ON I"AT U&ES DEPARTIKNT CITY OF ROUND ROCK DRAWING NO: X201�r I 8 APPROVED WT-16 APPROVIO WT-22 , Taxoa Oopartmanf of TronrpartafloA 04-01-10 03-Oi-18 GATE VALVE DETAIL ELT,of ERPRI ROCK, T% r DATE PIPE ENCASEMENT DETAIL DSTa „ S1,� „s�uNOFF�ss�,,,�RIGO.OUND ENTERPRISE DRIVE S THE ARCHITECT/ENGINEER ASSUMES @uaflRD+aTEAAS Tffi ARCIITECT!6"7GL7H7t ARoPU E5 %•;�;T N,x,A;,,,. ".q,.,.,.o...m.."S. ROUND ROCK, TX 7B6fi� I x � » +' RE.tiPDYtiIII.i1'1'EUE THE APPHUPHIATE _._... _.._, I USE OF IBIUTY FOR THE APPROPRIATE US➢OF TEN DETAIL.(NOT TO STALE) RM 620 I USE OF THIS DETAIL(NOT TO SCALE) I WATER DETAILS I I SCALE:N/A SHEET 5 OF 6 DeAf ,E RV STALE 1 FEDERAL AID PROJECT W. N DN�AT I cN.�AAa,GJI X ITEXASI XXX XX (XX)XX I RM 620 I Man, ND DIST.1 c"T] ICMTROL SEC]ON a,.uAw ERI AUS I WILLIAMSON 106831 01 10561 ------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------- I I I I I I I I I I TURN OUTLET WATER & WASTEWATER GENERAL NOTES TOWARD STREET I 1. WATER AND WASTEWATER MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO THE CITY OF ROUND ROCK'S STANDARD SPECIFICATIOSN AND DETAILS. UTILITIES SHALL COMPLY WITH TXDOT LIAR AND APPLICABLE TCEO REGULATIONS. 2. PIPE REMOVAL AND ABANDONMENT,AS SHOWN ON PLANS,WILL NOT BE PAID FOR SEPERATELY AND WILL BE CONSIDERED SUBSIDIARY TO PREP ROW. PADLOCK W BE 3. NO ADDITIONAL PAYMENT SHALL BE MADE FOR WORK SHOWN ON PLANS THAT IS NOT INCLUDED IN PROVIDED BY WATER ,41 I DISTRICT BID ITEMS.SUCH WORK SHALL BE CONSIDERED SUBSIDIARY TO THE APROPRIATE PAY ITEM. ///--GROUND LINE 4. CONTRACTOR SHALL NOTIFY CITY OF ROUND ROCK IN WRITING SEVEN(7)DAYS PRIOR TO ANY WATER GROUND LINE OR WASTEWATER SHUT DOWN OR SERVICE INTERRUPTION WITH A CONFIRMATION NOT LESS THAN _ 48 HOURS BEFORE.NO INTERRUPTION OF SERVICE SHALL BE ALLOWED LONGER THAN FOUR(4)HOURS WITHOUT SPECIFIC APPROVAL.SYSTEM ISOLATIONS MAY ONLY OCCUR BETWEEN THE HOURS OF 11 PM TO 7AM. INTERRUPTIONS OF SERVICE OUTSIDE THESE HOURS MUST BE APPROVED s _ _ BY THE CITY OF ROUND ROCK AND WILL REOUIRE THE PROVISION OF TEMPORARY SERVICE TO THE $ _III=III ��•. III—III= RESTAURANTS IN THE AREA.THE CONTRACTOR MAY NOT OPERATE ANY WATER VALVES OR OTHER I APPURTENANCES WITHOUT SUPERVISION OR APPROVAL. WT 06 z I CONCRETE 2•FLUSH COLLAR OLI ASSEMBLY I CRUSHED ROCK I I PLACE AGMNST UNDISTURBED EARTH 2•SCH 80 OR CL 200 PVC •• \� I • `GONG THRUST BLOCK W 2•W INLET P E °`00 \\`,�� r .......... • AL 5. SMAFFEfl F A 1,87;22 NOTES: I I 1. FLUSH HYDRANTS SHALL BE MAINGUARD NO. 77 AS MANUFACTURED BY KUPFERLE FOUNDRY CO., ST. I gLOUIS, MO,OR APPROVED EOUAL. 2. HYDRANT SHALL BE NON—FREEZING, SELF DRAINING TYPE WITH 30"MIN COVER IN UNPAVED AREAS AND 18"MIN BELOW SUBGRADE IN PAVED AREAS. No. REVISION__ Br wTE 3. HYDRANTS SHALL BE FURNISHED WITH A 2"MJ INLET,A NON—TURNING OPERATING ROD,AND SHALL N xsaD alA9ERGLEN BLVD. OPEN TO THE LEFT. ■ ■ HALFF AIDGF.SUffE135 I ■■■ LOG F TEAS iel2&I,D2 4. THE OUTLET SHALL BE 2-1/2"NST BRONZE. ■_ ■ TEL(51z)M< FAIL ISttl]53-0IAI 5. ALL WORKING PARTS SHALL BE OF BRONZE—TO—BRONZE DESIGN,AND BE SERVICABLE FROM ABOVE TerE Fxw xo.Fa,z GRADE WITH NO DIGGING.HYDRANTS SHALL BE LOCKABLE TO PREVENT UNAUTHORIZED USE a I u RECORD SIGNED COPY DRAWING NO: ON FILE AT PUH11C WORKS CITY OF ROUND ROCK WT-24m20I9ff T.xos Department of Tronepartotl oF4 g APPROVED 04-01-10 DEAD END LINE DATE BLOW-OFF VALVE CITY OF ROUND ROCK, T% I ocG1l�aaal�lAs ao•�xog 2008 FROCK, ISE DRIVE THE ARCHITECT/ENGINEER ASSUMES ,.. .. .. ..'.... ROUND ROCK, T%78664 I DETAIL RFSPONSIBIIITY POR THE A TAIL(NOTPPRTOOPR1ATeSCAIEI RM 620 I USE OF THIS DE I WATER DETAILS I x I SCALE:N/A SHEET 6 OF 6 Desi .aER6lov,981SIAIE FEDERAL AID PiIOJECT c__.. x0. H GH.'AT I c «.®GJ X TEXAS XXX XX (XXIXX RM 620 I Dr— NDI DIST. CDI Tr CONTRDL SECTIW clrcA.a,ERI AUS I WILLIAMSON 10683 1 01 5 ——————————————————————————————————————————————————————————————————————————————————————————————————————————————————— --------------------------------------------------------------------------------------------------I �— -M9fi_UIILLLL_EASEMENL Xl "�4N_ J; SCALE IN FEET PROP W -- RO o zo 40 eo -- - ---- - r I -----� ABN EXIST. WWMH _-7-�- .. VERTICAL SCALE IN FEET STA 2+64.32- 8" WW LN-A 0 5 to 20 -—--—--—--—--—- -RM 620 STA 465+02.33, 66.41' RT - CONNECT PROP. 8" WW IN (NW) - - "CONNECT PROP. 8" WW OUT (SE) AH= 1.43'44" RT LEGEND � STA 4+70.08- 8" WW LN-A INSTALL: _. I -RM 620 STA 467+08.81, 66.51' RT EXISTING FEATURES 1-4' DIA. PRECAST CONC. WWMH CONNECT PROP. 8" IN (NW) ---- EXISTING R.O.W. 1 N= 10160984.89 O E= 3126089.34 CONNECT EXIST. 6" IN (S) —-— PROPERTY LINE CONNECT PROP. 8" OUT (SE) } ----PROPOSED R.O.W. 1 AH- 0'50'54" RT Lr) -- TEMPORARY CONSTRUCTION STA 1+00.00 - 8" WW LN-A CUT, PLUG & ABANDON EXIST. 6" (N) EASEMENT 10 SED UTILITY EASEMENT P 1 =RM 620 STA 463+33.65, 66.78' RT INSTALL: Q PROPOSED SS BEGIN PROP. 8" WW LN-A 1-4' DIA. CAST-IN-PLACE CONC. WWMH 1-- 1 CONNECT EXIST. 8" WW IN (SW) N= 10160940.51 V) ® PROPOSED SSMH CONNECT PROP. 8" WW OUT (SE) E- 3126290.98 PROPOSED WL 463.00 AH= -6'00'36" RT Q —L__------ - CUT, PLUG &ABANDON EXIST. 8" WW (NE) 465•oo t PROPOSED DRAINAGE INSTALLS - - 4 Z - - - EXISTING FIBER OPTIC I 1- 4' DIA. CAST-IN-PLACE CONC. WWMH STA 4+35.58- 8" WW LN-A 46 •oo -S EXISTING OVERHEAD ELECTRIC N- 10161015.36 -RM 620 STA 466+73.64, 66.50' RT --- - - EXISTING WATER E= 3125927.87 CONTRACTOR TO CONFIRM EX. SERVICEEXIST ING TELEPHONE I a CONNECT TO EX. WW SERVICE 3 EXISTING GAB 1 INSTALL: RM 62O - E%I STING CABLE = I-WW SERVICE WYE TEE (8"X6") z CONCRETE CUT&REPAIR N 1-WW CLEANOUT (6") J ®CONCRETE PAVERS SET TO MEET TCEQ CRITERIA W/WL = 6 LF 6' PVC ASPHALT CUT&REPAIR s .-.-..... .. U N=10160948.06 I (- �(1J1�PROPOSED ENCASEMENT E-3126256.64 Q BY BORE PROPOSEDCENCASEMENT BY OPEN - UT I Dm _ NOTES: 1.CONTRACTOR TO IDENTIFY AND LOCATE EXISTING I UTILITIES PRIOR TO CONSTRUCTION. ALL SERVICES SHA....^ ._.,._�, .,. ..^.1.......: ........�.,„,.„. -: - _ 2.ANYL REQUIRED L BE OBYPASS DPUMPING T FOR WW 1 G' .�_. -1 I -"1" INSTALLATION SHOULD NOT BE PAID FOR SUBSIDIARY 0 IDERE. SUBS D]A Y TO d BUT SHOULD B CONSIDERED :. L-_____________ �.,.:. .,,.... _•...:... ,:: . INSTALLATION OF WW PIPE. I J CUT& REPAIR ABN. EXIST. WWMH—— � "'..... 3.CONTRACTOR TO VERIFY UTILITY CONSTRUCTION a 16.0 SY CONCRETE TEMP.tAOE TCT ION PHASING PRIOR TO INSTALLATION ION OF WW LINES TO CUT&REPAIR "�- AVOID POTENTIAL CONFLICT WITH EXIST. UTILITIES. 7.3 SY CONCRETE 4.ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT CONSSHALL BE BOLTED PER STANDARD DETAIL WW-07. 5.ALL PIPE SLOPES AND MANHOLE FLOWLINES ARE INSTALL 400 LF 8” DIA. ASTM D 3034 SDR 26 PVC PIPE t EASEMENT CALCULATED TO MANHOLE CENTERLINE. S + 6.WHERE REQUIRED FOR TCEQ COMPLIANCE, ASTM 2241 I INSTALL 3-4' DIA. WWMHS 11 OFPVC SAME PIPE OWAMETE R INIBI ATL INEUNIT I TEMSE FOR WW LINE `�o 7 1' I ff� 760 - x 3 ) .. ._... n 760 i S,e 9fII� ;hi •••NOAH S. SHAFFER — EXIST. GROUND " O 107722 .: i 1 In SIONAL 7503. Q 750 __ N DISTANC R A8 — — ST. 8 I E VA ARIABLE + Q G . .... .. .. .. — — N0. REVISION .' ..TE s .. �.�.: .. .. .. ... J .. ALFF® esao A"-1 EN I 3 re .'wmFao A 740 811 WIN LN—A 3 g 740 _ ®2019, Texas Deparfinenf of Transporfaflol 1 Oa mNa:Om CITY OF ROUND ROCK, T% I rS z rN mr erm2 niNoN no -r'.s 0 08 ENTERPRISE BR IVE U, N1-N ROUND ROCK. X 766730 1 w"�o .._. ._.............e....... ....... ...... . . _... 730wz"=:<N0 R M 620 U. o omw PROP. 8IWAS T EWATER J.<w nz z LINEA r-3 1I STA 1+00 TO STA 5+00 <w,.,=Xa dD .zl� v< ==ic¢ SCALE:H:I"=40' V:l"=10' SHEET 1 OF 10 ZUC<JJ J Za�QJJ J. J QtA Fa.wa. m D..i mER ST.TE iEDER1l 110 PKOACT N0. NILN.AT ly LL Y-Z I QJJJ clvu.a GJJ X TEXAS XXX XX (XX)%X RM 620 I 1+00 2+00 3+00 4.1.00 55+00 jIw. NOI DIST.I CMAT CONTROL SECTION c—...ER AUS WILLIAUSON 0683 01 5 -------------------------------------------------------------------------------------------------------------------- ---------------------------------------------------------------------------------I I SCALE IN FEET I I �. 0 20 40 80 I VERTICAL SCALE IN FEET STA 5+85.64^' 8" WW LN-A =RM 620 STA 468+23.65, 67.50' RT 0 5 to 20 CONNECT PROP. 8" WW IN (NW) ABN. EXIST. WWMH CONNECT PROP. 8" WW OUT (SE) o INSTALL: 00" RT LEGEND 1-4' DIA. PRECAST CONC. WWMH STA 8+53.50- 8" WW LN-A EXISTING FEATURES O N- 10160914.90 =RM 620 STA 470+91.41, 74.49' RT ---- EXISTING R.O.W. O E= 3126402.94 CONNECT PROP. 8" WW IN (NW) —-— PROPERTY LINE + CONNECT EXIST. 6" WW IN (SW) ----PROPOSED R.O.w. STA 5+96.06- 8Lr) " WW LN-A CONNECT PROP. B" WW OUT (SE) -- TEMPORARY CONSTRUCTION Q -RM 620 STA 468+34.07, 67.77' RT AH= 2'18'46" LT D EASEMENT CONNECT EXIST. 4" WW SERVICE IN (S) CUT, PLUG & ABANDON EXIST. 6" WW (NE) —1 —— PROPOSED UTILITY EASEMENT V) CUT, PLUG &ABANDON EXIST. 4" WW (N) INSTALL: 0 PROPOSED 55 INSTALL: 1-4' DIA. PRECAST CONC. DROP WWMH ® PROPOSED SSMH Q 1- WW SERVICE WYE TEE (8"x6") N- 10160850.65 i 1- WW CLEANOUT (6") E= 3126662.98 Z PROPOSED WL Z 8 LF 6" PVC (T1 PROPOSED DRAINAGE --I N- 10160914.90 •00 471. 6 - EXISTING FIBER OPTIC 468+00 ___ EXISTING OVERHEAD ELECTRIC ---_---1___s 77_ 6' 52 57''E E= 3126402.94 - --- I - +--------- � EXISTING WATER ?� - EXISTING TELEPHONE I r EXISTING GAS z /� 1 // \\ Z " EXISTING CABLE $ _ \� D CONCRETE CUT&REPAIR RM 620 �� N ®CONCRETE PAVERS ABN. EXIST. WWMH / ®ASPHALT CUT&REPAIR Q CUT& REPAIR / CUT& REPAIR, D f!1/1Z-j PROPOSED ENCASEMENT Y BORE 9.9 SY ASPHALT '. �I 28.9 SY ASPHALT LO r==J PROPOSED ENCASEMENT o _ BY OPEN CUT Q -- - ...... O NOTES: I - ............ - I.CONTRACTOR TO IDENTIFY AND LOCATE EXISTIING _ CONSTRUCTION. ALL E V CES T+0..-. ._. _. .... A .. ..._. .9+00....- _.. V ...-...-9 UTILITIES PRIOR TO SHALL BE RECONNECTED. I 2.ANY REQUIRED BYPASS PUMPING FOR WW r PROP. RO -� PROP. 8'I WW LN—A INSTALLATION WILL NOT BE PAID FOR SEPARATELY ...- INSTALLLATOION OFOWWIPIPED SUBSIDIARY TO ______--- -- T"r "' ..,. 3.CONTRACTOR TO VERIFY UTILITY CONSTRUCTION -- PRQP-OTILTTY..EASEFaENl--. ------- / /c '^"""`"""' ` PHASING PRIOR TO INSTALLATION OF WW LINES TO M—- - AVOID POTENTIAL CONFLICT WITH EXIST. UTILITIES. ITE MP�C�ONST RRUrCTIO - 4.ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT SHALL BE BOLTED PER STANDARD DETAIL WW-07. INSTALL 400 LF 8" DIA. ASTM D 3034 SDR 26 PVC PIPE „+" 5.ALL PIPE SLOPES AND MANHOLE FLOWLINES ARE CALCUTO 1-4' DIA. WW MANHOLE 6. WHERELREQUIRED MFOROLE ICEDECOMPLIANCE, ASTM 2241ILL E I PRICE 1-4' DIA. WW DROP MANHOLE OFC SAMEE DIAMETER IN'BIDT LINET ITEMS. FOR WW LINE z Z E \e l 1'r 750 „ OF 4r ■ „ 750 �5�."•' fx4s�l0cr Ln ; .�., yr N _ EXIST. GROUND: �••••NOAH�S. SHAFFER O — + + + + .........107722......j I OEN + _ — c-- �\\ i��--- ------� _ .O ,/,,�IS ON AL 740 E _ —A t/LU -- ___.Q. .. 740 -1.9% , N I Q -Z - .... .... .. .. .. .... 1 I N0. REVISION BT GATE J 811 WW LN-A- 3 . . HALFF® B.GF SUITE t"BLV. z `y 730 : : .•. F�IFTzr zzaai 1 a .......... ...... ........ I u w ^.. I _ ' J 02019, Texas Department of TransportatlaA w mm7 QP'1KlZINn Q TY OF ROUND ROCK, TX _ MIN Inln,-TIS 2006 ENTERRRt SE DRIVE o 720 ........... r■ o- ~uiaA p ..-,.,.,.�..m...,,.. ROUND ROCK, TX 76664 . ..wz:3 .... ..._............... ...._. ............_.... ................... ............. ........ ..... .......... ..... D..WZt� 720 +co "' x o- r- Z.c: 620 I U[J.. m PROP. 8" WASTEWATER _M12m0 w : to z + t- LINE A + c4.T."00 + �~' + ui"$'n$$ ; STA 5+00 TO STA 9+00 m wxx¢¢ = aw = awm=¢ic¢¢ _ It clan_ m 1-} m m ¢..EJn.wo_a m SCALE:H:t"=40' V:t 10' SHEET 2 OF IO J ILL�4JJ J 21 J al�QJJJJ Oe■i °o�ER STATE FEDERAL AIB PROJECT N0. N LN.AT LL LL LL LL -r�LLLLLLLL J LL cn.c..a GJ % ITEXAS1 XXX XX (XX)XX I RM 620 I 5+00 6+00 7+00 8+00 9+00 NO .IST.I C.BNTT O.NTRO SECTION c--ERI AUS WILLIAMSON 10683 1 01 105E4 -------------------------------------------------------------------------------------------------------------------- -----------------------------------------------------------------------I TEMP. CONSTRUCTION \ EASEMENT SCALE IN FEET I �.. ....... ._..._ II 0 20 40 80 am--Nz--� VERTICAL S CALE IN FEET I -- 0 5 10 2—_.. __,�_ _EXTST- LEGEND -O 0 „ .. % T NG F ATURES + _ .: - . . _ EXISTING R•O.W. . _ :;:.r.. _..._-...,_.._.. .. ................ ...... ... ........_-.-...... -____-_ --- PROPERTY LINE - O ------ ----PROPOSED R.O.W. Q -- TEMPORARY CONSTRUCTION F- m. EASEMENT (n r` _ ,. __. - -- PROPOSED UTILITY EASEMENT Q - PROPOSED SS ® PROPOSED SSMH J v PROPOSED WL PROPOSED DRAINAGE u C7 EXISTING FIBER OPTIC -- - r - -- - EXISTING OVERHEAD ELECTRIC 3 --1- 473.00 - Z - EXISTING WATER 474.00 475.00 rrI ... - EXISTING TELEPHONE L11 EXISTING GAS Z STA 11+55.99- 8"/II2" WW LN-A -------- ------- --- ---- � >'- EXISTING CABLE 2 CONN6C0 SRAP4.8 .WW IIS (NWg9' RT RM 6 2 0ZE CONCRETE CUT&REPAIR 8 U CONN CROP[ 12" WWW OCT((SEl ABN. EXIST. WWMH T ®CONCRETE PAVERS AH- 2' 0'03" LT D Q ®ASPHALT CUT&REPAIR UI UG&ABANDON 6" WW (NE) I Na A 1Lc�PROPOSED ENCASEMENT o -5 A. PRECAST CONC. WWMH W/DROP SERVICE - ----+BY BORE � N= 10 60789.99 (n r �PROPOSED ENCASEMENT I a E- 3126959.33 —I BY OPEN cLIT D __......_ Y ASPHALT TES: n - - � - 83 S � ].CONTRACTOR NOT LOCATE I EXISTING -`---- X,u•__R - -- .. _ , ...._. .__ .__._._. W UTTILITIESPOIDENTIFY ON. ALLSERVICES PROP. gII WW LN-A �__ + SHALL BE RECONNECTED. I - O 2.ANY REQUIRED BYPASS PUMPING FOR WW O .. •ice, -•-s-- -- SUBSIDIARY TO SEPARATELY ,....._.,._.,,.,..„.. ,.rte.,_`,`.. ... •T .'" F_.., _ ♦ ... BNSTALLATIIONEOFOWWI PIPE 0 INSTALLATION WILL NOT BE PAIDFOR SEPARA •- _-_ _ __--- - NTRACTOR TO VERIFY UTILITY CONSTRUCTION R�e UTILITY -�. .�,v.-..�,,... `'"' ..w,. `" - _�P - 3 PHASING PRIOR TO INSTALLATION OF ww LINES TO ....._ RnIN_ ... _ . QSEMENT _. ----- •:.- �T ...-- .,_,... AVOID POTENTIAL CONFLICT WITH EXIST. UTILITIES. o l.�,t .......... ....... ........x ._...., 4.ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT INSTALL 256 LF 8" DIA. ASTM D 3034, SDR 26 PVC PIPE - 5.ALLLL BE BOLTED PER PIPE SLOPES AND MANHOLE DFLDOWLINESETAIL WARE 1 44 LF 1 2" DIA. ASTM D 3034 SDR 26 PVC PIPE T � CALCULATED TO MANHOLE CENTERLINE. 6.WHERE REQUIRED FOR TCEO COMPLIANCE, ASTM 2241 I 1-5' DIA. WW MANHOLE W/DROP SERVICE EASEMENT OFPVC SAMEEDWILL EBE R INIBI ATL INET I TEMSE FOR WW LINE z 10 750 ■ �p1E.0F 750 /.: :* NOAH 5. SHAFFER oti /.....................:...� I + ■ o O + L m. PROP.-GROUND /�q.• 107722 i m o �f •.,ICE NSE. F- v1 XIST. GROUND 740 + u~i O ,;SIONAL•`�G� (n \\\\ ------`_ 0 740 � Q ------ M 0 ----- ---- I --- < _ .. .. ... .... .. .. .N. .. ■ . ® SsuD ANBENGLEN BLVD. - BLDG F,SUITE 125 AUSTIN.MKAS Ie128-lm Q 7--(5121 RI�6U0 730 `AJ ........ 0 0 H ■GEIf'P'02 ;_ z _.. e- . 730 81r WW LN-Ais oz J ........ 0 1exas211 WW LN-A �2019� OeporfRlenf of Traneporfaflo'9 ... .. .. .. ..... ..o'L�n .. .., ..-. .... ... LLI. - ... .... Q 2008 ENTERPRISE DRIvEX a 720 - _ ROUND ROCK, TX 78664 r ... ........... ....... N ...._.................. ........r....... z�z:3U 720 o :< c RM 620 PROP. 8"/12" WASTEWATER LINE A S STA 9+00 STA 13+00 m m m SCALE:H:I"=40' V:1"=10' SHEET 3 OF 10 J sl FIE FEDERAL AID PIIOUE[T ND. xl Gx■"i LL LL LL' 1\\<JJJ LL ILL. „ Demi emER rcxem G.1X TEXAS XXX XX (XX)XX RM 620 9+00 10+ cr00 11+00 12+00 13+00 a— NDI DIST.I cDu,r ICoN,fla s%Iw tr, ,ERI AUS I WILLIAMSON 10983 1110561 ----------------------------------------------------------------I INSTALL 316 LF 12" DIA. ASTM D 3034, SDR 26 PVC PIPE 84 LF 12" DIA. ASTM 2241, SDR 26 PVC PIPE SCALE IN FEET 76 LF 24" DIA. ASTM A134 STEEL ENCASEMENT PIPE 6 LF 6 I o zo 40 so I " DIA. ASTM D 3034, SDR 26 PVC PIPE INSTALL 2-4' DIA. WW MANHOLES VERTICAL SCALE IN FEET I -- STA 13+95.48^ 12" WW LN-A f t PRS' [UTILITY:EASEMENT =RM 620 STA 476+25.77, 74.40' RT 0 5 t0 20 1tI " CONNECT PROP. 12" WW IN (NW) L... LP CONNECT PROP. 12" WW OUT (SE) LEGEND R -tGW- DH= 2'50'46" LT �- w.... INSTALL: -- "Y --_- EXISTING FEATURES _ 1-4' DIA. PRECAST CONC.,WWMH _ EXISTING R.O.W. N= 10160755.92 "` " _-�_.� --- PROPERTY LINE 3127196.38 .. _.._. ._ ____PROPOSED P.O.W. --..... E= -- -- TEMPORARY CONSTRUCTION O STA 14+02.02- 12" WW LN-A ... ..... INSTALL 76 LF 24" STEEL EASEMENT =RM 620 STA 476+43.58, 74.08' RT ENCASEMENT PIPE BY BORE pRoposEO u7tuTY EASEMENT ,,.� CONTRACTOR TO CONFIRM EX. SERVICE FROM STA 16+24 O PROPOSED 55 I CONNECT TO EX. WW SERVICE TO STA 17+00 INSTALL: O ® PROPOSED SSMH < 1-WW SERVICE WYE TEE (12"X6") r. ---------- PROPOSED WL )' 1-WW CLEANOUT (6") =RM 620 STA 478+50.24, 73.93' RT 0 PROPOSED DRAINAGE 6 LF 6" PVC END BORE AND 18" STEEL EXISTING FIBER OPTIC N-10160755.32 ENCASEMENT PIPE Q EXISTING OVERHEAD ELECTRIC Q E=3127202.89 N= 10160737.07 F- EXISTING WATER Z476.00 E- 3127424.21 In EXISTING TELEPHONE J ---- 477.00 EXISTING GAS 478.00 Q -' EXISTING CABLE Z CONCRETE CUT&REPAIR 3zJ ®CONCRETE PAVERS LLJ RM 620 / ®ASPHALT CUT&REPAIR z STA 15+81.58- 12" WW LN-A PROPOSED ENCASEMENT J =RM 620 STA 478+08.48, 75.00' RT /_Z, ';- �' �C1 - ' -J BY BORE a = CONNECT PROP. 12" WW IN (NW) - W r--- PROPOSED ENCASEMENT s U CONNECT PROP. 12" WW OUT (SE) J -- BY OPEN CUT o F- ABN. OR REMOVE AH- 3'13'57 LT Q EXIST. WWMH:AS NECESSARY INSTALL: = NOTES: a 1-4' DIA. PRECAST CONC. WWMH U I.CONTRACTOR TO IDENTIFY AND LOCATE EXISTING _. N= 10160738.63 .. 1- UTILITIES PRIOR TO CONSTRUCTION. ALL SERVICES E= 3127381.68 RECONNECTED. ......._._ 1 .- SHALL BE REC I 2.ANY REQUIREDINSTALLATION WILL BYPASS PUMPING FOR WW INSTALLATION WILL NOT BEPAID FOR SEPARATELY -- - BUT SHOULD BE CONSIDERED SUBSIDIARY TO INSTALLATION OF WW PIPE. I ._:. ..,.[ �_ _ - -- - -1T 3.CONTRACTOR TO VERIFY UTILITY CONSTRUCTION - ._ - - - - N 0 AT F LINES AVOID POTENTIAL CONFLICT WITH EXIST. UTILITIES. ...... __......,,,.,,, - - ----- -1A1 4.ALL WW MANHOLE COVERS OUTSIDE of PAVEMENT .. __ N , �'; :. --�.' ALL BE BOLTED PER STANDARD DETAIL WW-07. PROP.-DjI'[�7p-E-A-$ E}�... 'r, _„ ......,,_...-......-,--.---• 5.ALL PIPE SLOPES AND MANHOLFLOWLINES ARE PROp. RECE7VTN(; PI'f_- --- CALCULATEDU TO MA HOLE CENTERLINE. 4 N f 6.WHERE REQUIRED FOR TCEO COMPLIANCE. ASTM 2241 I APPROX. 10'X10' PVC PIPE W[LL BE PAID AT UNIT PRICE FOR WW LINE OF SAME DIAMETER IN BID LINE ITEMS. 740 + 0 740 ;ti` OF I Q,E.......... i o Q 5.•.. qs�� + „ N I� / •.•••..... EXIST. GROUND ... : / I /••••NOAHS. SHAFFER O _ - o Q %.........107722........i O - PROP. GROUND m F- ��9'•.( O �4�� N III FSS ONAI EN�� I 730 _ / _ a 730 �� N - 0% - a N .... .. . .. .... .. .. .. REVISIONBY DATE J z HALF 8U FSU"E158 VD. N0. I 1 2 WW -A �� -D .E% 1.7 11U 2.3' J TEELL(5111 m.aco" 720 .. 3.. ..__.. L -o.4X —�— -- — — _ :::m �.EF.'.R21'aa71 N .... — qq 720 I S W _... '..SDRT26LPVC tF"ASTM 224.1. --- -- ._...._ .._... Z STA 14+88 TO STA:15+72 _) 4" STEEL : @2018, Texas-, INSTAL 76 LF 2 ow ENCAS MENT PIPE BY BORE Oepartment of TraneportatloR m - N .. - .. .. ..A. STA t6+24 TO STA 17+00 1ac4 QNI` Nti CITY OF ROUND ROCK, TX S 7 10 - , - ,,,„,,,a,",,,m,,,,,,. ROUND ROCK. TX 78664 c f- , 2008 ENTERPRISE DRIVE L 2 Z RO"ND FOCIt.iili5 Q. ..w�Q .._ .. o�0 71 O K .... T ......_......................_............................,....._..... ...... RM 620 le UNJNN ��NN '` o� PROP. 12" WASTEWATER w r LINEA I iv U. 00 <w _ <IS4 _ STA 13+00 TO STA 17+00 w�xQ¢ - SCALE:H:I"=40' V:1"=10' ¢.»c�aa. w3 a¢F�D -' SHEET 4 OF 10 STATE TEDER.L 110 PROJECT R0. "an.T TEXAS XXX XXXX RM 620 I 13+00 1 4+00 1 5+00 16+00 + ND 115T. CDU TT cwl.0TXSEC IDR 1 7 OO c--ER AUS WILLIAUSON 106831 01 10561 -------------------------------------------------------------------------------------------------------------------- SCALE IN FEET - XL57�QW - 0 20 40 eo VERTICAL SCALE IN FEET w 0 5 1020 48.9812" WW LN-A II INSTALL 400 LF 12" DIA. ASTM D3034, SDR 26 PVC PIPE LEGEND 8" WW LN-C STA 2+73.05 _ 134 LF 24" DIA. ASTM A134 STEEL ENCASEMENT PIPE PROP-RM 620 STA 4802xWW 08IN7(W)7 RT 6 LF 6" DIA. ASTM D 3034, SDR 26 PVC PIPE EXISTING FEATURES E%15T ING R.O.WPROP. 8" WW IN (N) L INSTALL 1-5' DIA. WW DROP MANHOLE --- PROPERTY LINE O CONNECT EXIST. 8" WW IN (SW) I --- O CONNECT PROP. 12" WW OUT (E) PROPOSED R.O.W.j. -. -- TEMPORARY CONSTRUCTION + AH= 2'45'09" LT END PROP. 8" WW LN-C PLUG & ABANDON 8" WW (NE) > EASEMENT CUT PROPOSED UTILITY EASEMENT D —— Q INSTALL: n MAHNOLE INVERT DETAIL PROPOSED SS PROPOSED SSMH F- 1-5' DIA. PRE-CAST CONC. DROP WWMH � „ � = PPOP.e•PVC _ f= n G - ........... PROPOSED WL Q N= 10160728.84 P. E WW LN-C - RM 620 rn E- 3127648.90 SEE SHEET 555 Q Z FL[N•n u EXISTING FIBEROPTIC Z 480.004B1.00 a 482.00 4B 1,00 g'er Oe'le• I �yo.09.4E. .. ., EX STNG OVERHEAD ELECTRIC PROP.17•PVC EXISTNGWATER J - - ------ -- n I;" EXISTING TELEPHONE $ STA 19+56.15 12" WW LN-A I EXISTING GAS I =RM 620 STA 481+76.16, 75.70' RT Z -- —�- - EXISTING CABLE CONTRACTOR TO CONFIRM EX. SERVICE I / CONCRETE CUT&REPAIR I BPASS PUMe EX. WWMH, -CONNECT TO EX. WW SERVICE 8.4ru•4s• S LLI r A NEECESBORE TO INSTALL: D Pp.m,A PVC ®CONCRETE PAVERS Z STA 18+34.14- 12" WW LN-A i INSTALL BORED E J -RM 620 STA 480+56.42, 75.16' RT I FENCASEMENT 1-WW SERVICE WYE TEE (12"X6") N EX.I'PVC vLalr•Tle'w ®ASPHALT CUT 6 REPAIR 2 BEGIN BORE AND 18" STEEL 1-CLEAN OUT (6") W/RING&COVER DROP AL g.14a 7t Is• PROPOSED ENCASEMENT U ENCASEMENT PIPE i 19 LF 6" PVC E IN-ne.ej �7 BY BORE N- 10160729.38 I . ..... N= 10160730.06 _ 1 PROPOSED ENCASEMENT Q E= 3127634.06 1 E= 3127756.05 _ N U— g :_..... ... .. _. ..._. I .._.. -- EX.ISI,...-ww__...- .... Y OPEN CUT a -. INSTALL 134 LF 24" STEEL U & REP O .. NOTES: C T Aj CUT& REpAIR 1.CONTRACTOR TO IDENTIFY AND LOCATE EXISTING ENCASEMENT PIPE BY BORE Ir -I 1.2 SY CONCRETE� 41.4 SY ASPHALT O UTILITIES PRIOR TO CONSTRUCTION. ALL SERVICES FROM STA 17+00 i I ij M _ SHALL BE RECONNECTED. TOSTA 18+34 ------- �- _ 2.ANY REQUIRED BYPASS PUMPING FOR WW s+OO r — 21 INSBUTTALLATION SHOULD BEWILL NOT BE PAID FOR CONSIDERED SUBSIDIARY TO -.. : —__ TION OF ww PIPE. N. O(7z - --------- -- 2 W - - — 3.CONTRACTOR TO VERIFY UTILITY CONSTRUCTION PROP. 1 __W A ,,� PHASING PRIOR TO INSTALLATION OF WW LINES TO _ _ .. ........_....._ ...-....._..._,..W., AVO o mI 4.ALLL WWPOTENTIAL COVVERSCONFLICT OUTSIDE OFEXIST. UTILITIES. PAVEME m r_ PROP. UTI Y EASEMENT -1——_ SHALL BE BOLTED PER STANDARD DETAIL WW-07. TSD ,; 5.ALL PIPE SLOPES AND MANHOLE FLOWLINES ARE CUT&REPAIR CALCULATED TO MANHOLE CENTERLINE. PROP. BORE'X30PIT' 43.9 SY ASPHALT �_____— 6.WHERE REQUIRED FOR TCEO COMPLIANCE, ASTM 2241 m APPROX. 15PVC PIPE WILL BE PAID AT UN17 PRICE FOR WW LINE OF SAME DIAMETER IN BID LINE ITEMS. 740 f it OF T �1 f 740 cl O r ••••NOAH•S.�SHAFFER ' + cc GO - /•••� 107722 ——�. + ROP. GROUND + /I�PQ•. ICE c .....NS,. + (V II fSg/ONAL EN�� • �.L_ —y -�— — --_tr-EXIST. GROUND 11%\ 730 1a — __ _. .. .. ---_— -- 0 N ° a O O ------ V) ----- a J _ .... .. .. .. ... .., .... ... ... .. ... _ .:. ..,_ .. J. .... NO. REVISION BT DATE HAL 125 v az 720 _ — -- 12 WW LN-A 720 qT 95W AMBERGLEN BLVD :.: FF TEL 151 SWTE 3 .' ■ A"ELSI SNZ'EX�S M252 'e)]4 ..... .. .... .. _..... .. ........ .. r"rE a ..................... ........... _ INSTALL 134 LF 24' STEEL h U - ENCASEMENT PIPE BY BORE = ui 'O S �0190 Texas Oepartnant of Troneportaf Torg Qu 17+00 TO STA.1.8t34 N`mr� U 7 $ 2 if.,Rm _� T INSTALL ASTM 2241, Q CITY OF ROUND ROCK, TX Vr..r SDR 26 PVC 2008 ENTERPRISE DRIVE g 710 anL�rw Focr.rE.n� ROUND ROCK. TX 76664 a R l- WW A STA 20+77 T0:21+00 ^•^-'�- -^ o C3 0 w 710 € N m RM 620 PROP. 12 WASTEWATER f 1 ra f~ntn Je]a v cm N Jaz W LINE A +"�tiuv~ddfd + F ; LINE A STA 17+00 TO STA 21+00 alc=iw000 aaaa SCALE:H:1"=40' V:I"=10' SHEET 5 OF 10 LL- J J 0"Ai .ER y' GTAIE FEDERAL AID PRGJFCI ND. N GN"AT U_ '� crrou."a GJ % TEXAS XXX XX (XX1 XX6[ RM 620 17+00 18+00 1 9+00 20+00 21+00 a",, ND DIST. C i Ty CGN,RG SEG,I nM x" ER AUS WILL IAMSON O6B3 Ol 56 --------------------------------------------------------------------------- STA 24+25.21- 12" WW LN-A 3•W IN SCALE FEET =RM 620 STA 485+96.22, 36.56' RT D 20 40 Bo END 8" WWL-A - PROP. 12" WW LN-B SEE SHEET 554 RESURFACE EXIST. INVERTS VERTICAL SCALE IN FEET 11 " REMOVE EXIST. MH TOP SECTIONS ,., INSTALL: STA 21+81.95- 12" WW LN-A �P 1-4' PRECAST MH LID ON EXIST. BASE o 5 to 20 =RM 620 STA 484+01.93, 78.77' RT - - `r;.� CUT, PLUG &ABANDON EXIST. 12" WW (E) ____-__-_--- CONNECT PROP. 12" IN (W) I I CONNECT PROP. 12" IN (SE) CONNECT EXIST. 6" IN (S) AH= 1'3947" LT LEGEND CONNECT PROP. 12" OUT (E) II FILL VOID PER DETAIL AH- 2'06'26" RT N= 10160777.56 EXISTING FEATURES CUT, PLUG & ABANDON EXIST. 6" (NE) E- 3128173.62 ---- EXISTING R.O.W. INSTALL:1-5' DIA. PRE-CAST CONC. WWMH I II --- PROPERTY LINE W/DROP SERVICE I I ----PROPOSED R.0.w. N= 10160732.63 TEMPORARY CONSTRUCTION D E- 3127981.84 II EASEMENT PROPOSED UTILITY EASEMENT C) I II PROPOSED 55 ABN. EXIST. WWMH `, ® PROPOSED SSMH t - PROPOSED WL `- RM 620 _............. Z - CUT& REPAIR PROPOSED DRAINAGE fTl 484.00 485.00 I I I 48600 31.7 SY ASPHALT EXISTING FIBER OPTIC - _ 487.00 - EXISTING OVERHEAD ELECTRIC --------- - ----^ -_-- - _ ... .. EXISTING WATER ZE ABN. OR REMOVE n I I I INSTALL 40 LF 24" '-EXISTING TELEPHONE r- EXIST. WWMH, AS NECESSARY II STEEL ENCASEMENT PIPE EXISTING GAS . a .- - BY OPEN CUT : - - EXISTING CABLE I FROM STA 23+81.50 CONCRETE CUT&REPAIR - m TO STA 24+21.50 S D ........ .....:.. ........... .-..-_....... I.I - .. ®CONCRETE PAVERS ASPHALT CUT&REPAIR STA 23+41.52- 12" WW LN-A D =RM 620 STA 485+64.00, 86.61' RT __�T__ _ flU1La PROPOSED ENCASEMENT CONNECT PROP. 12" WW IN (W) _ _� - --__ _-- BY BORE -- ----- CONNECT PROP. 12" WW OUT (E) I I I STA 23+77.82 12" WW LN-A PROPOSED ENCASEMENT f -RM 620 STA 486+00.57, 80.36' RT BY OPEN CUT o + AH= 4°14'3088" LT I 1 I I 11 I I 0 CUT & REPAIR INSTALL: Ilo CONNECT PROP. 12" WW IN (W) Nores: g 51.6 SY ASPHALT 1-4' DIA. PRECAST CONC. WWMH I I CONNECT PROP. 12" WW OUT (N) (.CONTRACTOR TO IDENTIFY AND LOCATE EXISTING �... _ N= 10160727.77 I I N CONNECT EXIST. 8" WW IN ($) UTILITIES PRIOR TO CONSTRUCTION. ALL SERVICES E= 31 28141.70 __ 1 I AH= 92°03'45" LT SHALL BE RECONNECTED. --- - t _ INSTALL: 2.ANY REQUIRED BYPASS PUMPING FOR WW • PROP. 12" WW LN'A '0°� INSTALLATION WILL NOT BE PAID FOR SEPARATELY _ _ 1-4' DIA. PRECAST CONC. DROP WWMH BUT SHOULD BE CONSIDERED SUBSIDIARY TO N= 10160733.70 INSTALLATION OF WW PIPE. <J -� PROP. ROW E= 3128177.23 3.CONTR TO TO VERIFY UTILITY CONSTRUCTION �` I __ PHASING PRIOR TO INSTALLATION OF WW LINES TO AVOID POTENTIAL CONFLICT WITH EXIST. UTILITIES. -P�-� I�QSl:MENI_`�_ INSTALL 25 LF 24" STEEL---tom �-�` 4•ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT ENCASEMENT PIPE �� SHALL BE BOLTED PER STANDARD DETAIL WW-07. INSTALL 325 LF 1 2" DIA. ASTM D3034 SDR 26 PVC PIPE 5.ALL PIPE SLOPES AND MANHOLE FLOWLINES ARE 65 LF 24" DIA. ASTM A134 STEEL ENCASEMENT PIPE : BY OPEN CUT �- CALCULATED TO MANHOLE CENTERLINE. FROM STA 23+48.50 I �� 6.WHERE REQUIRED FOR TCEO COMPLIANCE, ASTM 2241 2-4' DIA. WWMH 1-5' DIA. WWMH W/DROP SERVICE TO STA 23+73.50 PVC PIPE WILL BE PAID AT UNIT PRICE FOR WW LINE OF SAME DIAMETER IN BID LINE ITEMS. • j! OF 740 N r�............ "1 tnwd4 R -. .. Y 1- x �o)0. p..-.. lmnl' j*n o^ a 0 /.� � N " NOAH�S.�SHAFFER'I< o N ori - .........�07722........O xZ+�rr O o+0 ¢o wr cr-=O c �� . �LLo�� umJNN xA I�'.!CENSO Nr-I- EXIST. GROUND : .a^^ u�¢ �Z ��fs± Lx.Ir1a S/ONAL730 CV az.Z.� O PROP. GROUND + UiLL00 UMJm•NN 730 UN w J¢a ..1 W� 0---- VIP.-.- _, ^I-3LLli w_=wwww Jui ;-zoo Ln N ¢1-.C.,WddO- VIwNr Or\ i,Jw �LL E: CONTRACTOR TO POUR NO. REVISION er DATE NOT i I + ¢r-1nvla '' FLOWABCE F:ICL-BETWEEN EXIST: - G Z IL 1=2 y 42" RCP &PROP. ENCASEMENT AT ■ ■ " a DCAF RGLEN Lw' " �wwa 0 A SWA L3+70 TO 2 LF bUTSIDE ■ HALFF pus N.TExnsTaTzsllDz -J n¢ P TEE ISInm�Nw 720 1\JJJ ■:,..,■ FAX 720 720 -E F..-Fl. ..... .. ....... ......... .......... 3 -0.4% I.. -0.4% -0.4%I -0.4% ui _ J `� 12" WW LN-A _ _ ( ] (�zale/ ., T Texas rtment of Tra rta I 2 INSTALL 25 LF 24"STEEL Pa naP t o 0s o - u INSTALL ASTM 2241, SDR 26:PVC ENCASEMENT PIPE BY OPEN CUT INSTALL 40 LF 24" CITY OF ROUND ROCK, TX I- WW A STA 21+00 TO 22+p2 APPROX. STA 23*48.50 TE€L ENCASEMENT PIPE. .Te,A' 2008 ENTERPRISE DRIVE TO STA 23+73.50 rtt 3 8 71 0 Q PP OX. STA 2 +81.50ROUND ROC K, TX 78664 0 STA 24+21.50 710 Itza RM 620 vI m PROP. 12" WASTEWATER 11 C - 3 1 ¢ 1 � + •N +r-'!.6: LINE A N wI' T` LINE A STA 21+00 TO STA 24+16 N- - cl¢1 W u ^ d a. � SCALE:H:1"=40' V:I"=10' SHEET 6 OF 10 LL J- J JOL J(L J De17 .ER IME IEDERAL AID PROJECT W. WAY LL LL LL¢ LL owexea GJ vX TEXASI XXX XX (MXX RM 620 21+00 22+00 23+00 24+00 ND DIS,. ED T. CONTRO SECT( Cneu..,ER AUS WILLIAMSON 0683 Ot 056 --------------------------------------------------------------------------------------------- INSTALL 240 LF 12" DIA. ASTM D 3034, SDR 26 PVC PIPE-11 SCALE IN FEET INSTALL 1-4' DIA. WWMHSTA 3+39.30 - 12" WW LN-B T MP. CO $�,_ STA 1+68.09 - 12" WW LN-B -RM 620 STA 488+00.91, 106.32' LT o 20 40 Bo =RM 620 STA 486+35.96 106.71' LT ADJUST EXIST. 4' MH I CONNECT PROP. 12" WWOUT((SE) RESURFACE EXIST. INVERTS VERTICAL SCALE IN FEET AH- 38'23'15" RT CONNECT PROP. 12" WW IN (W) INSTALL: CONNECT EXIST. 12" WW OUT (NE) AH- 28'21'49" LT 10 5 10 20 I I 1-4' DIA. PRECAST CONC. WWMH. - CUT, PLUG &ABANDON EXIST. 12" ww (SW) N= 10160919.95 END PROP. 12" WW LN-B SW - E= 3128216.85 N- 10160909.72 LEGEND -- - IE= 3128387.75 ------� , - I EXISTING FEATURES EXISTING R.O.W. 00 PROPERTY P. ``..✓`: PROPOSED LINE . P „ WW 3.00 „. �\.. _P RCONST ...... .. _ A _..- -'... ... 1 ... E RUCTION ...._ .. - i i�-:• ..: "�� I EASEMENT PROPOSED UTILITY EASEMENT PROPOSED SS PROPOSED SSMH i ......._..._. . PROPOSED WL I Q0 PROPOSED DRAINAGE EXISTING FIBER OPTIC `"' EXISTING OVERHEAD ELECTRIC EXISTING WATER EXISTING TELEPHONE INSTALL 60 LF 24" STEEL EXISTING GAS ENC.....- 1.1 CUT AFROM NI STA1+04.00PE BY PEN EXISTING BL TO CONCRETE CUT&REPAIR _ II II STA 1+64.00 .................. .... CONCRETE PAVERS _. ..,... ®ASPHALT CU REPAIR 3 - VZ_ZZ�PROPOSED ENCASEMENT STA 1+00.00 - 12" WW LN-BBY -RM 620 STA 485+82.54, 66.66' LT F---�PROPOSED ENCASEMENT 2 I ADJUST EXIST. 4' MHRM 620 _-- BY OPEN CUT RESURFACE EXIST. INVERTS 485.00 �, REMOVE EXIST. MH TOP SECTIONS NOTES: IFY AND —_—_—_ INSTALL: 48700 1 UTTILITIESRPROIOROTOTCONSTRUCTION.IEEXISTING ALL SERVICES ------ 1-4' PRECAST MH CAP ON EXIST. BASE 488 SHALL BE RECONNECTED. CUT, PLUG &ABANDON EXIST. 12" WW (E) - 00 2.ANY REQUIRED BYPASS PUMPING FOR WW CONNECT EXIST. 12" WW IN (S) INSTALLATION WILL NOT BE PAID FOR SEPARATELY ,. ... - CONNECT PROP. 12" WW OUT (NE) .. -�_� BUT SHOULD BE CONSIDERED SUBSIDIARY TO qg9• J; AH= -62'31'58" RT - -�_ 00 INSTALLATION OF WW PIPE. FILL VOID PER DETAIL 3.CONTRACTOR TO VERIFY UTILITY CONSTRUCTION - INES TO m N= 10160880.93 AVOID NPOTENTTIALOCONFLICT AWITH EXIST.TION OF WW LUTILITIES. - E- 3128161.04 o u _ 4.ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT 11SHALL BE BOLTED PER ._..... - L PIPE S AND NHOLE __. —�- __ CALCULATED OEMANHOLEACENTERLiNELi ES E TANDARD DETAIL WW _.. . L ca "'. �- 6.WHERE REQUIRED FOR TCEO COMPLIANCE, ASTM 2241 —.__-- I I - -"�"^---.:,,:. .._..... PVC PIPE WILL BE PAID AT UNIT PRICE FOR WW LINE OF SAME DIAMETER IN BID LINE ITEMS. OF 730 PROP. GROUND : =y,`p... •x9f�� _ 730 ••••NOAH S SHAFFER INSTAL` 60 LF 24" r ............7;Z......../ � STEEL ENCASEMENT // p6 1 on22 a"% FRO STA 1-04.00 TO+STA 1164.00 720EXIST.-GROUND..... ....__... _.......- _. _..._' ......... _._. 720 m ______————_—— I I N0. REVISION BY DATE _•"� _ I I ■ ■ N BLDG AM EHGIN F SUITE 125 AUSTIXTS LVO. momN TE78]241102 TEL�5 $ 710 _ i -E.I1aw�: I ■ ■ 1121 4. 710 U w Z 12" WW LN-B AElf Z a ,a mo : X0191F Texas Department of Transportatio7Q v a .'-w. .. ...... .. .. �.oCITY OF ROUND ROCK, TX 2008 ENTERPRISE DRIVE 0 700 X `n r r and rro a":Tto`[rAs ROUND ROCK, TX 78664 a w�00 "� 700 Q_I�N +X �;�;< '^ ;< RM 620 + o Z " �' PROP. 12" WASTEWATER vxnv ��Z. o LINE B �- + + ~N LINE B STA 1+00 TO STA 3+40 aw�x¢¢ - _ w SCALE:H:i"=40' V:I"=10' SHEET 7 OF 10 lure- a m. m. ,A, - al•�QJJ J J _ DeAi ,ER STATE 7EDERAL AID PROJECT NO. N G- -j. �F- I�w 11 u- LL crN'uea GJ X TEXAS XXX XX (XX)XX RM 620 1+00 2+00 3+00 O am. ND DIST. Cd TY CENTRO SE[TI cmu.or ERI AUS I WILLIAMSON 106831 01 0561 ------------------------------------------------------------------------------------------------------------ CONTRACTOR TO LOCATE TWO SCALE IN FEET EXIST. WW SERVICES AND j I I j I STA 2+50.00 - B" WW LN-C CONNECT TO PROP. WWMH. I h I I -RM 620 STA 480+70.63 52.61' RT ABANDON MHs TO SOUTH. i I I END BORE AND 1B" STEEL o 20 40 80 ENCASEMENT PIPE STA 1+35.00 - 8" WW LN-C I I I N- 10160751.88 VERTICAL SCALE IN FEET -RM 620 STA 480+68.80 62.37' LT I -- E= 3127648.57 BEGIN BORE AND 18" STEL ENCASEMENT PIPE I t I I I PROP. 15 LF 18" STEEL ENCASEMENT 0 5 to N- 10160866.87 I.6 PIPE BY OPEN CUT FROM STA 2+50.00 E= 3127646.94 , I It� I , TO STA 2+65.00 LEGEND PROP. 30 LF 18" STEEL ENCASEMENTI I STA 2+73.05 - 6" WW LN-C ExisrlNc FEATURES I =WW LN-A STA 18+42.B3 - EXISTING R.O.W. PIPE BY OPEN CUT FROM STA 1+05.00 i -RM 620 STA 480+70.98 --- TO STA 1+35.00 I I F I r 75.57' RT PROPERTY LINE tL` o CONNECT TO PROP. DROP WWMH ----PROPOSED R.O.W. END PROP. B" WW WL-C -- TEMPORARY CONSTRUCTION STA 1+00.00 - 8" WW 2, 9 ' I I INSTALL 115 LF 18" STEEL N= 10160728.84 EASEMENT -RM 620 STA 480+68.22, 97.37' LT ENCASEMENT PIPE BY BORE E= 3127648.90 -- PROPOSED UTILITY EASEMENT CONNECT 2-EX. 6" SERVICES I ,---- ® PROPOSED SS CONNECT PROP. 8" OUT (SW) PROPOSED SSMH BEGIN PROP. 8" WW LN-C ( I INSTALL: F - ft .. ....... PROPOSED WL 1-4' DIA. PRECAST CONC. WWMH r APPROX. 1 5'X30' - 0o I I _ - PROPOSED DRAINAGE WWMH MUST EITHER SHOW NO LEAKAGE - -- - `- - - - -- --- - - EXISTING FIBER OPTIC AT TESTING OR BE ENCASED IN MIN. OP. $III W LN- I -� EXISTING OVERHEAD ELECTRIC PROP. 1 2" WW LN-A EXISTING WATER 1 FT. CEMENT STABILIZED SAND - PER TAC 217.53.d.8 I I I.::.: L ,SEE SHEET 552 EXISTING TELEPHONE N- 10160901.87 �' EXISTINGA E= 3127646.44 [f I �y EXTNCABLE CONCRETE CUT&REPAIR 8 PROP. RECEIVING PIT F I RM 620 I CONCRETE PAVERS I' APPROX. 10'X10' I ®As PHALT CUT&r«J'�PROPOSED ENCASEMENT R Z I I El.. - I BY BORE o PROPOSED ENCASEMENT W �'/ : I ( II _ ��EEK DR• t� --- BY OPEN CUT vW __/_/ I L I, LAKE r•(G tt -�-J NOTES:�-'---+ N• ' f I.CONTRACTOR TO IDENTIFY AND LOCATE EXISTING ---_-_-----_ I I I 1 i f �" UTILITIES PRIOR TO CONSTRUCTION. ALL SERVICES a. 11HH---111 . SHALL BE RECONNECTED. 2.ANY REQUIRED BYPASS PUMPING FOR WW INSTALLATION WILL NOT BED PAID FOR SEPARATELY NS U 5 A Y O BNSTALLLATIONEOFOWW PIPE. 5 IDI R T3.CONTRACTOR TO VERIFY UTILITY CONSTRUCTION PHASING PRIOR TO INSTALLATION OF WW LINES TO A I P ENTIAL CONFLICT WITH EXIST. UTILITIES. VOD OT 4.ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT ALL BE BOLTED PER STANDARD DETAIL WW-07. INSTALL 174 LF 8" DIA. ASTM D 3034 SDR 26 PVC PIPE 5 CALCULATEDLTTO MANHOLEACENTERLINELINES ARE AND MPLIANCE ` INSTALL 1-4' DIA. WW MANHOLES 6'PVC RPIPE QIWLLDBEOPAID E ATCUNITI PRICE FOR MWW2LINE OF SAME DIAMETER IN BID LINE ITEMS. PROP. BRIDGE : S' 'k%%% 755 P 1 fes' �;..OF...TF� + 755 Aw �`:' ■ ' _ i�'om _ �' ,NOAH S. SHAFFER'/ N + �4........ .107722......./ n / YYa1 Y ' • / U. ZZ- ■ j • ■ NZ■ VI -.. 0/1'-�ICE z-•F ��I%SIONAL......... E 745 w��5 J o� �� h�� .... ...... ............ .......... .. .._... .. 745 utcr 1. N + ■ aYlJm mz Jm"•NN 6 m -- ..QM,Z-iFF J m m . ... + 8i.LL,Vlma. ...... ..... .. ..�; aaaaaapp.� NO. REVISION BY DATE --uwwa r. + + 2XR�D:KHALFF9001MBERLLEN BLVD. r c�waaaa BLDG F-SUITE 125 v¢F F \6JJJ 3 AUSTIN.TEXrs I"n9.1102 735 ~ALL"" 1 ZLL4LL4li EL1512;T<bm 0 O = 10 .._ .1 1 a PROP. GROUND .:_............g.. ..._._... .... .._........... .. _... ......._. ..._.................... .._....... ......._.. .......... ....._.._.. �� __ _._.. ... 735 TB'FNM215g2-0�] U m J A LL 7 _ - -- Q20190 Texas Department of Transportatlor9 7 g CITY OF ROUND ROCK, TX 7 2 5 6 Fortin ROUND ENTERPRISE DRIVE n, ROUND ROCK,7X 78664 725 8 WW LN-C RM 620 0 PROP. WASTEWATER ---''-2B' - - -- -0.4Z LINE C PROP. 3 LF 18" STEEL ---- - - -- - P 15 LF 8" STEEL LINE C STA 1+00 TO STA 2+73 ENCASEMENT PIPE - -- - ENCASEMENT PPE SCALE=H:I"=40' V:I"=t0' SHEET B OF 10 BY OPEN CUT FROM PROP. 115 LF 18"STEEL ENCASEMENT PIPE I I BY OPEN CUT FROM HIGH STA 1+05.00 TO STA 1*35.00-I I- BY BORE FROM STA 1+35.00 TO STA 2+50.00 STA 2+50.00 TO STA 2+65.00 o•,; ,ER STME rEDEBAL AID MOACT M. cmcN■a GJ VX ITEXASI XXX XX (XXIXX I RM 620 1+00 2+005ECT1 ora.n. ND 01 57. canTY -T- cnec„■", ERI AUS I WILLIAMSON 10683 1 01 10561 ------------------------------------------------------------------------------------------------------------ ---------------------------------------------------------------------------------- \ STA 1+00.00 - 8" WW LN-D INSTALL 385 LF 8" DIA. ASTM D 3034 SDR 26 PVC PIPE SCALE IN FEET �\ =RM 620 STA 500+35.91 121.31' Lr INSTALL 3 - 4' DIA. WW MANHOLES CUT, PLUG &ABANDON E�(IST. 8" WW (SE) CONNECT PROP. 8" WW IN (SE) 0 20 40 eo BEGIN 8" WW LN-0 \\\ INSTALL: \ 1-4' DIA. CAST-IN-PLACE CONC. DROP WWMH -� VERTICAL SCALE IN FEET ` \ H -A 37"24'58" LT \\\ N= 10160575.43 0 5 to zo \ E= 3129603.99 ` HA 3+30.12 8" WW LN-D M 620 STA 502+65.15, 141.37' LT LEGEND CONNECT PROP. 8" WW IN (SE) \� \ / CONNECT PROP. 8WW OUT (NW) ABN. EXIST. WWMH "\ I EXISTING FEATURES AH- 22'16'26" RT ---- EXISTING R.O.W. \ INSTALL: ' \p —-— PROPERTY LINE \\ gip. / / 1-4' DIA. PRE-CAST CONC. WWMH / / ----PROPOSED R.O.W. ' \ uI'j / N= 10160509.98 -- TEMPORARY CONSTRUCTION \� L j Y` E= 3129824.62 EASEMENT pROp ASfMEN7' / / - / -- PROPOSED UTILITY EASEMENT PROPOSED SS ig& PROPOSED SSMH I CONTRACTOR TO CONFIRM W IPROPOSED WL LOCATION AND ELEVATION PROPOSED I ` \ OF EXIST. 6" WW SERVICE ' EXIISTING DR AGE OPTIC PRIOR TO WORK EXISTING OVERHEAD ELECTRIC EXISTING WATER ' EXISTING TELEPHONE EXISTING GAS STA 4+75.03 - 8" WW LN-D EXISTING CABLE -RM 620 STA 504+03.52, 98.34' LT Is END 8" WW LN-D CONCRETE CUT&REPAIR �r CONNECT PROP. 8" OUT (NW) ®CONCRETE PAVERS INSTALL: ®ASPHALT CUT&REPAIR -4' DIA. PRE-CAST CONC. WWMH PROPOSED ENCASEMENT 1-PVC PLUG �L1�PROPOSED ENCASEMENT 10 LF 8" PVC (SE) r--�BY BORE oS0J.0p '�� ` N- 10160419.19 -— BY OPEN CUT \ �\` E= 3129937.55 � OTES: 1.CONTRACTOR TO IDENTIFY AND LOCATE EXISTING UTILITIES PRIOR TO CONSTRUCTION. ALL SERVICES SHALL BE\\ RECONNECTED. 2.ANY INSTALLLATION WILL SNOT UBE I PAID FORSEPARATELY \ ` �\ BUT SHOULD BE CONSIDERED SUBSIDIARY TO 501 r 1 INSTALLATION OF PIPE. \ \ —I _ 3.CONTRACTOR TO VERIFY UTILITY CONSTRUCTION �\\) /X ,�-� PHASING PRIOR TO INSTALLATION OF WW LINES TO AVOID POTENTIAL CONFLICT WITH EXIST. UTILITIES. ABN. EXIST. WWMH 4.ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT -_:' ' SHALL BE BOLTED PER STANDARD DETAIL WW-07. O \ p / S.ALL PI PE SLOPES AND MANHOLE FLOWLINES ARE CALCULATED TO MANHOLE CENTERLINE. 6 PVCRPI PEO WI LLOBEOPA IDE ATC UNIT I PRICE FORASTM WW24 1 L INE OF SAME DIAMETER IN BID LINE ITEMS. 750 " P c xo 750 ` qs��j x •••• • NOAH S.•SHAFFER .........107722....�../ c A- 740 + ------- — \� + AL EN i /--- -- ------- 740 GROUND .8" WIN LN-D u EXIST: GROUND... .. - .... ..;. .... .. .. .. : .... .. er D.TE x0. REVISION i N 9500 w AM NBLVD.— BLDG F 1111 N XA TES Tx s 730 l 1 8" WW LN-D �� HALFF 730 U Y rUP ANNe r-N Ma' q Mm _ .. 0201911 Texas Deparfinenf of TroneporfatloR .r n .r- r�' U 2 3. CITr OF ROUND ROCK. TX O U t-'� 2N : _ ?y Aorz:r mc..*e.as ROUND ROCK, 78664E K <a\<�� aI' 2 i nOiZi W�2 ov..+.we.n. aW+� m 8`� m U:< RM 620 c zr tDt p+ods N ,T. <�m N: M_ V1NJ=_ m. u� PROP. WASTEWATER UVZ " ••�D_�I��a � � �.-... � ..«�.. LINE D <nUo¢~wa _ + iaa i'r"'oo LINE A STA 1+00 TO STA 4+51 m m ¢.�..c=.11a SCALE:H:1"=40' V:1"=10' SHEET 9 OF 10 LL In^+^3f->:lilJi W LL !�LLLL LL f al\<JJ D"i ER v S1ATE EEOEPAL.ID PA [ x0. x Dxur c—GJ X TEXAS XXX XX IL'XX)XX RM 620 1+00 2+00 3+00 4+00 ND DIST. CD TY cD"Tna secTl [n"cx"e.-1 AUS IWILLIAMSON 106831 01 10561 ------------------------------------------------------------------------------------------------ SDR 26 PVC PIPEI /7 ` A. ASTMD SCALE IN FEET 269 LF 6" DIA. ASTM D 3034, SDR 26 PVC PIPE \ r CAUTION Ill 0 20 40 -009 80 s7a 1-00-00 - B" WW LN-E INSTALL 2- IA. WW MANHOLES NDERGROUND UTILITIE ;RM 620 STA 499+75.48 200.46' RT IN AREA BEGIN PROP. 8" WW LN-� STA 6+90.78- 6" WW LN-E VERTICAL SCALE IN FEET \ ADJUST EXIST. WWMH END 620WWSTA LN495+87.41, 129.52' RT RESURFACE EXIST. INVERTS CONNECT PROP. B" WW IN (N) CONTRACTOR TO LOCATE &CONNECT O 5 to 20 N= 10160298.27 TO EXIST. 4" WW SERVICE E- 3129429.74 CUT PLUG &ABANDON EXIST. 6" (N) INSTALL: LEGEND STA 4+21.93- 8" WW LN-E ,v STA 2+80.32- 8" WW LN-E -RM 620 STA 498+58.44, 124.27' RT 1-WYE (6") EXISTING FEATURES \ =RM 620 STA 499+73.43, 188.87' RT CONNECT PROP. 6" WW IN (W) 1-WW CLEAN OUT)(65) (W) --- ExISTINc R.o.W. CONNECT PROP. 8" WW IN (NW) CONNECT PROP. 8" WW OUT (SE) (SEE PAVED SURFACE DETAIL WW-13) --- PROPERTY LINE CONNECT PROP. 8" WW OUT (S) pH=29.56'54" OH=50'11'56" LT N=10160508.00 ----PROPOSED R.O.S. t INSTALL: E=3129097.65 TEMPORARY coa4sTRucrloN \ INSTALL: EASEMENT Cy t \ 1-4' DIA. CAST IN PLACE CONC. WWMH PROPOSED UTILITY EASEMENT 1-4' DIA. PRECAST CONC. WWMH W/ DROP CONNECTION PROPOSED Ss N=10160302.26 \ N= 1 TO COMPLY WITH TAC 217.53.d.8 PROPOSED SSMH N ly \\\ E-3129438.21 N= 10160412.08 E= 3129348.81 t $ ` ......... PROPOSED WL PROPOSED DRAINAGE t - -EXISTING FIBER OPTIC STA 5+10.85- 6" WW LN-E - EXISTING OVERHEAD ELECTRIC EX \` =RM 620 STA 497+69.54, 125.24' RTEXISTI NG WATER CUT & REPAIR 100 Sy \� INSTALL: NG TELEPHONE NG GAS ASPHALT \ y t t" / 1-2-WAY WW SERVICE CLEAN OUT (6") EXISTING CABLE t \� FAY`` NSEE PAVED 10160443.80 CONCRETE DETAIL WW-13) CONCRETE CUT&REPAIR 8 \t E= 31 29265.75 /� ®CONCRETE PAVERS 1 \ \ Ul .r,. - SII ®ASPHALT CUT&REPAIR VL/1LI PPROPOSED ENCASEMENT BY B pROP�-0 �� r_-�PROPOSEDC UT ENCASEMENT BY OPENP 8" WL-J t ` ; INTALL 20 LF SEE SHEET 536 ,,� ; �i-� 18" STEEL TES: : 1 NO t\� - ENCASEMENT PIPE TOTES: ACTOR TO IDENTIFY AND LOCATE EXISTING CENTERED OVER WL-J Vj UTILITIES PRIOR TO CONSTRUCTION. ALL SERVICES / - ?'dP -j/ - SHA2. NY REQUIREDL BE OBYPASSDPUMPING FOR WW /00 STA 5+91.70 6" WW LN-E INSTALLATION WILL NOT BE PAID FOR SEPARATELY \`S�F'•EE -SU WLR rr��\ / /� =RM 620 STA 496+88.70, 126.12' RT BUT SHOULD BE CONSIDERED SUBSIDIARY TO �� ,+. INSTALL: INSTALLATION OF WW PIPE. �E T 5 _.W A/ 1 2 WAY WW LEA OUT (6�. - - CLEAN ) 3.000NTRACTOR TO VERIFY UTILITY CONSTRUCTION PHASING PRIOR TO INSTALLATION OF WW LINES TO - .� N- 10160472.64 ��,� •�/ AVOID POTENTIAL CONFLICT WITH EXIST. UTILITIES. E= 3129190.23 4.ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT S. SHALL PI PE BOOTED PND STANDARD MANHOLE f LDETAILALL WW-07. ` \ CALCULATED TO MANHOLE CENTERLINE. ° 6.WHERE REQUIRED FOR TCEO COMPL ANCE, ASTM 2241 OF PVC SAME PIPE OWILL EBE R(NIDI ATLINE UNIT I PRICE FOR WW LINE m10 — PN �, f-N - a1 : P� OF 750 . 750 N - r. �~ .•' •.'rq � .. .. � ..� .. i y�: .,.U.� •:f->. 7r�:tett t ....::Y! II f/i ••••NOAH�S.�SHAFFER _ '+ _— /..........l077........22.... ..� �•• \a �i L�:———_ / 0 1u= l'—mm — I II S/pNAI, 740 gym= — ......... ........�...�. _.............:....EXIST...GROUND: .... ........... .......... +..w� ........ .. .._. —. _ ..rn� ........ ._ ................ ...... .... ......... ... 740 — + — My - PROP._RET WALL N0. REVISION aY DATE z _ N 5LVO N q� 95Do aMB LATE 1 -PROP. GROUND �� e�N iEWx�is'-e 1102 v _.........._. : - .:.-.. NIE151�i)�A640 ALFF 730 _...1..1. _.. 730 a 0.78% �f 0.7% p M h I 8'� WW LN--E mm CQ2019, Texae Department of Tranepartatror9 lJ 8a WW LN—E N x. r- 7 INASTAL20 LF r : CITY OF ROUND ROCK, Tx 18 STEELE - 2008 ENTERPRISE DRIVE g _ - ENCASE NT PIPE w; Rc�.KcoaTe+n< ROUND ROCK, Tx 78664 CENTE E ON WL-J z 0 720 -x RM 620 N � �'�¢ PROP. WASTEWATER �; €€ Zuc N N aoc<m a LINE E 3 fT a�LL LINE A STA 1+00 TO STA 6+81 + - m ao..vaa. m m m vI¢�x¢¢ SCALE:H:1"=40' V:I"=10' SHEET 1 O OF 10 J J J J U\wQJJ De.l .ER STATE FEDERAL.10 PfiDJE[T W. IDH°�Y cner—GJ VX ITEXASI XXX XX (XX)XX RM 620 100 2100 3+00 4100 Oro.,,. ND DIST. Co TY caNTRa sEnl c—.m ER AUS I WILLIAMSON 10683 1 01 10561 --------------------------------------------------------------------------------------------------------- I I i STANDARD FRAU-AND COVER,AS KIT IAAUE AND COLOR.AS fN15HED GAADC IN PAKYEM) PER OElAES WW-0)AND r•-Oe STFwOAIRU FpAYE ARID COVET,AS FNISH GRACE PEO DETAILS WW-0)AND I/W-Oe FINISHED CRMO(N PAKUEM) PER DF1AIL5 1fW-O]N40 WW-De FINSHEO filAOE (NOT IN PAKUENi) I (NOT N PAKUENI) F HED GRADE(NOT IN PAKUEM) -. FLASH GgApC fI IiIACAFAIAE MJUSIKR �.... ////� DETAILS MERgR COATING.INCLUDES (IN PAKYENT) _•/ 30' / - �1M�1)ARID WW 11 ALL INTERIOR CONCRETE - PRECAST CWCEN C CONCRETE CONE NSTALL CROSS.51RAN:HT PECE NID 4!' "r SURFACES OF HN / SELDOM,AS PCR acl-WW-pR - CLEW OPEIAfID 30' \ RENO. ALL�R SHALL BE TTO CONCRETE O E SEC LLCM OPENING i.\\/ ( NOTE/10) L=U TOGETHER. INTERIOR LLLNH10lL TNA11 •�:.' K.��C wCI101C AS tR(AOuSTYENI 3p' BACKfxI.AS PER DETAILS WN-1)ARID WW-1e ANp TK 45'BEND SHALL BE SECURED #- (SF[DETAIL WN-01) ClW OPENING Y— To THE BASE WITH A STAINLESS STEEL (SEE NOTE/6) , 51RM AND ANCHOR.(SEE DETAE KLON) MCNOR COATING 33 3H' _ BMK17 A D PER BEARS NEROR COATING(SEE DETAIL W 01) PIPE SHALL TE SECUREWITH 10 s sT AT PRECAST CONCENTRIC SCONCRETEITTAIL WW-n AND MN-le ]}3/1 e'-0"O.C.NIEMAI.S WRH SS$i_ CONE SECtxIn,AS PEp DETAIL AN0 MHOR RUBBER p-DING(TYPO TW_pg EPDXY GROUT 11510E OF ALL JDIMSI 5'-D' RUBBER 0-NNG(TOP) RIWBER D-NAIL(TYP[) OVE RED 1'-0'ABPPE (SEE NOTE/4) z EXTERIORSHILL BE WRAPPED 4,-O. EPDXY CRM INSIDE STANDARD WYE(TEE IS N01 ACCEPTABLE) WITH A 6'EXTRUOEO UNLESS NOTED OTHERWISE OF ALL JCNIS 4'-0" E BUTYL AC ESNE TAPE i ULCSS NOTED OTHERWISE31 7 EAST REINFORCED CONCRETE BAS 4 BASE PER CONCRETE PNODI1Cf5, - fiNC.,OR APPROVED EQUALd _—_ ♦F___ _ _ FLEXERN"SEAL Door CONNECTOR.24'YRxuuY 2 IESLEM COfNECTOR, � I GROUT 1' AS PER DETAIL--10 FLEXBLE'SEAL BOOT' RESLIEM CONNECTOR.AS PCR DETAIL WW-UL 1II FLEXIBLE'SEAL 8001' CONNECTOR,AS NO BEND.W0 'l f STPIRM TO COA7NG i I RED UANHOLE AND PPE WITH YINIYW B'THCK 3/4" 6'CONCRETE SAB(4000 TO 4500 24 WASHED ROC x DRAKL OR OTHER CRUSHED STONE P.S.I)WITH E4 012'O.C.STEEL p MCCPTABLE TO THE CRY Of ROUND ROCI, MIMDRCELEM YN. i NOTES: BED MYRWLE AND PPE Mill HeMLKIY e'1HEQ 6-CONCRETE SLAB(4000 TO l/4'WASHED ROCK GMKL OR OTHER CRUSHED 4300 P.SL)WITH E4 013" S10HE TABLE TO THE C-Of ROUND ROCA O.C.STEEL REREORCEUENT U_ T. IF DROP IS SIX INCHES(6')TO 7W0 FEET(2'-0'),CONSTRUCTION OF DROP SHALL PROVIDE AN OVERSIZED 1 1/).s1ARAEss STEEL INVERT TO EXTEND UNDER THE DROP CONNECTION. ROUGH FIT SIVPORT ro LYNra[ /II 6'CONCRETE 012 SUB(4000 TO 4300 KN7 SQUARE 1LYNG 2. SEE CONSTRUCTION PLANS FOR MANHOLE SIZE,LOCATION,CONFIGURATION,TYPE OF TOP SECTION,VENTING 6' N 012'LAB STEEL Rn!XXI REM IED Aw.,OLE AND PW[Wrtn uINRIUY e'THICK 3/4"WASHED BENCH. INSTALL ofl"To BOLTS IN 1/4'STAINLESS II'/'/ ROCK GRAVEL OR OTHER CRUSHED STONE ACCEKMLE TO THE MANHOLE BCNCN. ..SUPPORT. STEEL P TE HOLE N STRAPS FOR 3/B'STAINLESS REQUIREMENTS,PIPE SIZES AND TYPES. rm OF ROUND ROCK SEE DETAIL WE-o1,FOR BEDDING uns) PROTECT BOLT THREADS FIND COAT STEEL BOLTS. SECURE DOLTS wa" ( MERgR OF ER CO TI R AS DRIED. STANLESS STEEL WASHERS NTD NUTS 3. MANHOLES SHALL BE PRECAST ASTM C478 BELL AND SPIGOT WITH'O"RING JOINTS. SUPPORT AFTER[CRAIG HASOAT 4. MANHOLES TO BE DESIGNED TO RESIST LATERAL AND VERTICAL SOIL FORCES RESULTING FROM MANHOLE DEPTH. ADDITIONALLY,MANHOLES LOCATED IN PAVEMENT TO BE DESIGNED FOR H2O TRAFFIC LOADING. T RAIxus lD 5. ALL MANHOLE COVERS SHALL BE BOLTED AND GASKETED,WHEN MANHOLES ARE LOCATED OUTSIDE OF MroNFOAY To PPE PAVEME . c fi. FRAME ADJUSTMENT HEIGHT SHALL CONSIST OF FIVE INCHES(5)MINIMUM TO EIGHTEEN INCHES(187 HOLE FOR 1/2 DRM-IN STAINLESS STEEL BOLT. SECURE SUPPORT 10 BOLT WITH STAINLESS MAXIMUM. GRADE RINGS SHALL BE GROUTED WITH A NON-SHRINK GROUT INSIDE AND OUTSIDE. HOPE GRADE STEEL WAVER AND NUI,TYPICAL EACH 50L2-K 1/4'SIANLESS STEEL 51— $' RINGS,AS MANUFACTURED BY LABTECH,INCORPORATED,OR EQUAL,MAY NOT BE USED. wCLU AIL AROUND 7. FOR MANHOLES TO BE VENTED,SEE DETAILS WW-05 AND WW-06. NOTES: 8. A FLOW CHANNEL SHALL BE CONSTRUCTED INSIDE MANHOLE TO DIRECT INFLUENT INTO THE FLOW STREAM.ALL P.V.C.PIPE SHALL BE REMOVED FROM INVERT. NOTES S : 1. SEE NOTES 12 THROUGH 110 ON DETAIL WW-01.. I 9. BASE SECTION HALL BE DESIGNED FOR H2O LOADING,PLUS EARTH LOAD AT 130 PCF. 2. DROP SERVICES SHALL BE REQUIRED WHENEVER AN INFLUENT SEWER SERVICE IS LOCATED MORE THAN TWO FEET 10.ENTIRE INTERIOR CONCRETE SURFACES OF WASTEWATER MANHOLES TO BE COATED WITH RAVEN 405 1. SEE NOTES 12 THROUGH 110 ON DETAIL WW-01. " SPRAYWALLS,OR APPROVED EQUAL,(WITH A UNIFORM THICKNESS OF 124 MILS AND A MINIMUM THICKNESS OF 2. DROP CONNECTIONS SHALL BE REQUIRED WHENEVER AN INFLUENT SEWER IS LOCATED MORE THAN TWO FEET 3. (2'-0 RT CHANNEL. WHEN P.V.C.PIPE IS USED)ABOVE THE MAIN INVERT SANITARY SEWER LINES,SOLVENT TYPE JOINT P.V.C.FITTINGS MAY BE UTILIZED IN TH 100 MILS,APPLIED AFTER MANHOLE HAS PASSED THE VACUUM TEST.)OR 1/2"MIN.THICKNESS CALCIUM (2'-0-)ABOVE THE MAIN INVERT CHANNEL. DROP ASSEMBLY ONLY. ALUMINATE CEMENTITIOUS COATING.OTHER INTERIOR SURFACES MAY BE COATED IF RECOMMENDED BY COATING 3. WHEN P V.C.PIPE IS USED IN SANITARY SEWER LINES,SOLVENT TYPE JOINT P.V.C.FITTINGS MAY BE UTILIZED q, A 5'-0"MANHOLE IS REQUIRED FOR 1 OR 2 DROP SERVICES. IF THERE ARE MORE THAN 2 DROP SERVICES,A MANUFACTURER. IN THE DROP ASSEMBLY ONLY. 5'-0'DIAMETER MANHOLE IS REQUIRED. RECORD SIGNED COPY CITY OF ROUND ROCK DRAWING IND: RECORD SIGNED COPY ON FEE AT PUBLIC WORKS ON FILE AT PUBLIC WORKS ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK DRAWING 0: RECORD SIGNED COPY CITY OF ROUND ROCK DRAWING APPROVED APPROVED APPROVED I 04-01-10 04-01-10 PRECAST CONCRETE WASTEWATER 04-01-10 PRECAST CONCRETE WASTEWATER I DATE PRECAST CONCRETE WASTEWATER _ DATE MANHOLE WITH DROP CONNECTION DATE MANHOLE WITH DROP SERVICE + � THE ARCMIECT/ENCAEER ASSUMES MANHOLE DETAIL '•"` THE ARCMTCCI/ENGREER ASSUES .'(F;i—wm—.Wy.K THE MCHTECT/ENWEER ASSUES RESPON51 IIY FOR THE MPROPflIATE III ) USC D<1H5 DETAE.INOT 10 SEATER RESPONSeEITT fCl TIE APPROPRIATE DETAIL 1 IESPDH68lITY FOR THE NPROPRIATE LnE di TMs OEIAE.INaT To SCALER DETAIL 115E N THIS FOR INOI TO UES I N I I a I `- N0.I REVISION 81 DATE I U LEH LW. 4l DLOG F, TE125 I . . Rs XL j ---------------------------------------------------------------------------- I I I i I I I I I 32"COVER 1 1/2"LETTERS (RECESSED FLUSH) I 4.-0' PICKBAR /�IRO C K = (BOOKMAN OLD STYLE) i I RUBBER O-RING UNLESS NOTED OTHERWISE (1YP) � Q T 1"LETTERS q F \ (RECESSED FLUSH) 1 T O LJP Rti (BOOKMAN OLD USE STANDARD NEOPRENE PIPE GROUT WATERTIGHT I V\ STYLE) O GASKET OR FLEXIBLE'SEAL BACKFILL.AS PER DETAILS WW-17 BOOT'RESILIENT CONNECTOR, AND WW-18 AS PER DETAIL WW-10 INVERT CHANNEL 1 (SEE DETAIL AND NOTE 14 BOTTOM SECTION OF RISER PIPE IS \�, VL DRILL HOLES FOR c BELOW) Burr AND GROOVE(SEE NOTE 13) ` S E W E NUMBER PLATE (SEE NOTE/13) r I 6-MINIMUM PROVIDE ETCHING ° I ` AROUND ALL STARS LAs1 _ PERMISSIBLE CONSTRUCTION JOINT MANHOLE COVER PLAN VIEW MANHOLE FRAME PLAN VIEW 11' PERMISSIBLE • � 1 CONSTRUCTION JOINT - 32" 32 1/4" 3" #•:~•.•.- VERIAR + •r BARS 0 6"O.C.(RINGS)AROUND 30" I R O O O O �n 24-MINIMUM •' ♦ •' • or a 15 BARS o e'O.C.(VERTICALS) 2 7/8" 1 1/2" I I I MANHOLE COVER SECTION VIEW1 7�- T I 3 13/16" 1 Y5 BARS o B D.C.E.w. 2 MANHOLE FRAME SECTION VIEW CONCRETE BASE FOR MANHOLE 2 SHALL BE FORM D AND CAST-IN-PLACE BY THE CONTRACTOR p BED MANHOLE AND PIPE WITH MINIMUM B"THICK 3/4" \ WASHED ROCK GRAVEL OR OTHER CRUSHED STONE - - n i 1 I ACCEPTABLE E THE CITY OF ROUND ROCK.(SEE 2:1 SLOPE TO MANHOLE 1"DI IEOM"�" I iF DETAIL WW-pl,FOR BEDDING LIMBS) WALL FROM TOP OF LONG R.S. ROD. MIN. 3/32" MIN. 1/4" INVERT CHANNEL "� MAX. 1/8" MAX. 3/8" N RAaus Is EQUAL F 1/4 PICKBAR DETAIL \ DIAMETER OF PIPE STAR SECTION VIEW NOTES: — BOLT HOLE SECTION _ 1. COVER AND FRAME SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR DRAINAGE,SEWER,UTILITY AND RELATED �'�P�E".OF""TC.x4,� r �~ / CASTINGS:AASHTO DESIGNATION M306-04. �+ %+///�ffi(It��T 1 2. MANHOLE COVER SHALL BE MODEL NUMBER:V-2432-3(PRODUCT NUMBER: 42432033),AS MANUFACTURED BY %::.:....................../ F INVERT CHANNEL DEPTH EAST JORDAN IRON WORKS.INCORPORATED,OR APPROVED EQUAL. NOAH S. SHAFFER SHALL BE A MINIMUM 1/2 3. MANHOLE FRAME SHALL BE MODEL NUMBER:V-2432 (PRODUCT NUMBER:42432010),AS MANUFACTURED BY EAST """""""""'"�'"� 1 THE DIAMETER OF THE JORDAN IRON WORKS,INCORPORATED,OR APPROVED EQUAL. �/-o% 107722 LARGEST PIPE OR FOUR 4. MANHOLE COVER AND FRAME ASSEMBLY,IF ORDERED AS A SET,SHALL BE MODEL NUMBER:V-2432 (PRODUCT F�lCESF;��E4-� I INCHES(47 DEEP NUMBER:42432073),AS MANUFACTURED BY EAST JORDAN IRON WORKS,INCORPORATED,OR APPROVED EQUAL. ,��;SS/pEN ENS 5. ALL CORNERS AND EDGES SHALL HAVE A 1/16"MINIMUM AND 1/8"MAXIMUM RADIUS. NOTES 6. MANHOLE COVERS SHALL BE CAST WITH TWO 1"DIAMETER STEEL PICKBARS. 7. MANHOLE COVER WEIGHT SHALL BE 175 LBS. FOR DUCTILE IRON. WEIGHT SHALL BE CAST ON BOTH TOP AND I 1.N CAST-IN-PLACE BASE SHALL BE 4000 TO 4500 P.S.I.CONCRETE,28 DAY STRENGTH. BOTTOM OF COVER.2. STEEL SHALL BE GRADE 60. 8. MANUFACTURER SHALL CERTIFY THAT EACH MANHOLE COVER MEETS HS-20 LOADING. 3. MANHOLE RISER PIPE FURNISHED IN LENGTHS OF ONE(1),TWO(2),THREE(3),FOUR(4)OR SIX(6)FEET AND 9. FILLETS SHALL BE 1/4"RADIUS UNLESS OTHERWISE SPECIFIED. SHALL BE IN ACCORDANCE WITH ASTM C478. 10.MANUFACTURER SHALL REMOVE EXCESS IRON AND MACHINE FINISH SEATING SURFACES TO NOTED DIMENSIONS. No. REVISION BY DATE 4. INVERT CHANNEL SHALL BE PROVIDED THAT AS MUCH AS POSSIBLE, FORMS A SMOOTH CONTINUATION OF INLET 11.COVER SHALL BE DIPPED IN A WATER-BASED ASPHALTIC COATING,PRIOR TO SHIPMENT FROM FOUNDRY. -� C,g 9sw AMBE UEN BLVD. AND OUTLET PIPES. 12.BOLTS SHALL BE 5/8"-11NC X 2"LONG HEX STAINLESS STEEL WITH WASHER. HALFI elncc,suRrelzs U 45712) A W75 W11W m 5. BASE SHALL BE PROPERLY FORMED IN THE FIELD WITH WOOD OR OTHER APPROVED FORMS. iELlslzl m.5oo 13.MANUFACTURER SHALL DRILL 2-3/16"X1/2"DEEP HOLES FOR A MANHOLE NUMBER PLATE TO BE PROVIDED BY THE �■� FAX15u1z5Za I 6. VERTICAL BARS MAY BE EXTENSIONS OF BOTTOM STEEL OR SEPARATE FROM, BUT TIED TO BOTTOM STEEL. CITY OF ROUND ROCK.THE TOP HOLE SHALL BE DRILLED 1"O.C.FROM THE BOTTOM OF THE PICKBAR AND THE o I BOTTOM HOLE SHALL BE DRILLED 4"O.C. FROM THE TOP HOLE. RECORD SIGNED COPY CITY OF ROUND ROCK DRA^WING04NO: RECORD SIGNED COPY I CITY OF ROUND ROCK DRAWING N0: ON FILE AT PUBLIC WORKS , Texae Department of TraneportatloR�' I ON FILE AT PUBLIC WORKS X2019 APPROVED APPROVED WW-O7 04-01-10 CAST-IN-PLACE BASE 04-01-10 DATE FOR CONCRETE WASTEWATERBOLTED WASTEWATER MANHOLE CITY OF ROUND HOCK, TX i 2000 ENTERPRISE DRIVE DATE y(yy 1,3DLLyo��gt.r;,s ROUND ROCK, TX 78664 S THE ARBILITY FOR THE ASSUMES - tlomm_ COVER AND FRAME DETAIL ,..-- M AN H 0 L E DETAIL TME ARCHITECT/ENG NEER ASSURESE%�t RESPONSIBILITY FOR THE APPROPRIATE RESPONSN31LIT7 FOR THE APPROPRIATE R R 62� USE OF THIS DETAIL.(NOT TO SCALE) USE OF THIS DETAIL.[NOT TOSC M V I WASTEWATER DETAILS � I SCALE:NTA SHEET 2 OF 8 De.i cwER 11.1E 1 FEDERAL AID PROJECT MD. N--I c--.w GJI X ITEXASI XXX XX (XX)XX RM 620 I Dro.n, NO GIST.I C"Tr CWNWM SECT IDNir 1 c—..ERI AUS I WILLIAMSON 106RA 1 01 5 1 ——————————————————————————————————————————————————————————————————————————————————————————————————————————————————— ----------------------------------------------------------------------------- I I I I I I I I I 32"COVER1 1/2"LETTERS (RECESSED FLUSH) PICKBAR �/R O C j< = (BOOKMAN OLD STYLE) 1"LETTERS(RECESSED �O h.N I 1-4 R}F�- FLUSH)(BOOKMAN OLD STYLE) N I \ 49 3/4"DIA DRILL HOLES FOR c �t \ EWE NUMBER PLATE 'o + 8" 33 3/4"DIA B" =_ (SEE NOTE 113) ` a _ i t PROVIDE ETCHING s' AROUND ALL STARS ExsT v _ MANHOLE COVER PLAN VIEW MANHOLE FRAME PLAN VIEW S � 32 1/4" , I i 32" 30" N w O PROVISION MADE FOR(2) f O WHIRLEY LIFT INSERTS LOCATED v > O O to AT CENTER OF GRAVITY OR I o ABOVE,AS PER MANUFACTURER 2 7/8" 1 1/2" - I qu 1/r I MANHOLE COVER SECTION VIEW — — — — — — — — — I 3 13/16" MANHOLE FRAME SECTION VIEW —�� 5" 48"DW 5" o 58"DIA\ I- y l ^ MIN.3/32" MIN. 1/4" n 73/4-R71"DIAMETER X 4" MAX. 1/8" MAX. 3/8" N LONG H.R.S. ROD. STAR SECTION VIEW NOTES PICKBAR DETAIL 1. COVER AND FRAME SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR DRAINAGE,SEWER,UTILITY AND RELATED *�� arglla ae.T CASTINGS:AASHTO DESIGNATION M306-04. go /* ••••,';•* 1 , ' ..:....................... I 2. MANHOLE COVER SHALL BE MODEL NUMBER:V-1432-3(PRODUCT NUMBER:41432059),AS MANUFACTURED BY NOAH 5. $RAPPER EAST JORDAN IRON WORKS, INCORPORATED,OR APPROVED EQUAL. .......................... .....•••i�T7zz••••�••j 3. MANHOLE FRAME SHALL BE MODEL NUMBER:V-1432(PRODUCT NUMBER: 41432010),AS MANUFACTURED BY EAST �/�.•• O•'.��= JORDAN IRON WORKS, INCORPORATED, OR APPROVED EQUAL. I o�•.,cENSE, 4. MANHOLE COVER AND FRAME ASSEMBLY, IF ORDERED AS A SET,SHALL BE MODEL NUMBER:V-1432(PRODUCT MOTE I�IfS.CEN•ENG NUMBER:41432089),AS MANUFACTURED BY EAST JORDAN IRON WORKS, INCORPORATED,OR APPROVED EQUAL. %%��"�� I 5. ALL CORNERS AND EDGES SHALL HAVE A 1/16"MINIMUM AND 1/8"MAXIMUM RADIUS. CONCENTRIC CONCRETE CONE SECTION SHALL BE MANUFACTURED USING 4000 TO 4500 P.S.I. CONCRETE,28 DAY 6. MANHOLE COVERS SHALL BE CAST WITH TWO 1"DIAMETER STEEL PICKBARS. STRENGTH AND IN ACCORDANCE WITH ASTM C478,AS MANUFACTURED BY CONCRETE PRODUCTS,INCORPORATED,OR 7. MANHOLE COVER WEIGHT SHALL BE 175 LBS. FOR DUCTILE IRON. WEIGHT SHALL BE CAST ON BOTH TOP AND APPROVED EQUAL. N BOTTOM OF COVER. y 8. MANUFACTURER SHALL CERTIFY THAT EACH MANHOLE COVER MEETS HS-20 LOADING. 9. FILLETS SHALL BE 1/4"RADIUS UNLESS OTHERWISE SPECIFIED. No. REVISION Br DATE 10.MANUFACTURER SHALL REMOVE EXCESS IRON AND MACHINE FINISH SEATING SURFACES TO NOTED DIMENSIONS. . ssoo AMBERGLEN aLvo. 11.COVER SHALL BE DIPPED IN A WATER-BASED ASPHALTIC COATING,PRIOR TO SHIPMENT FROM FOUNDRY. HALFF� 6_,SUITE,x5 AUSTIN.TEXAS 7.7—M 12.MANUFACTURER SHALL DRILL 2-3/16"X1/2"DEEP HOLES FOR A MANHOLE NUMBER PLATE TO BE PROVIDED BY THE TEL IS 121 I ■...;■ FAIL ISlxl x5xa l01 CITY OF ROUND ROCK.THE TOP HOLE SHALL BE DRILLED 1"O.C. FROM THE BOTTOM OF THE PICKBAR AND THE TevE rnM N°.ra,z I a BOTTOM HOLE SHALL BE DRILLED 4"O.C. FROM THE TOP HOLE. RECORD SIGNED COPY DRAWING NO: RECORD SIGNED COPY I ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK CITY OF ROUND ROCK DRAWING N0: TeX„DepartRN,nt of TraneportatloT� ON FILE AT PUBLIC WORKS ®zolB " WW-08 WW-09 a APPROVED D! 04-01-10 - APPROVED NON-BOLTED WASTEWATER MANHOLE04°1-,0 CITY OF ROUND ROCK, T% I PRECAST 48" CONCENTRIC R;,x�ST,�.,�,� 2008 ENTERPRISE DRIVE v THE ARCHITECT/DENCWEER ASSUMES C 0 V E R AND FRAME DETAIL "'^A�'VY•�•F' THE ARCHTECT/DENCINEER ASSUMES : ROUND ROCK, TX 7B664 I CONCRETE CONE SECTION DETAILn I RESPONSIBILITY FOR THE APPROPRIATE RESPONSIBILITY FOR THE APPROPRIATE RM 620 I USE OF THIS OETAE.(NOT 70 SCALE) USE OF THS DETAIL.(NOT TO SCALE) I WASTEWATER DETAILSal I I SCALE:N/A SHEET 3 OF 8 4si eW ER y'U7ITITE fEUERAL A10 PROJECT xp. R GHMAT I cnAexea GJ X TEXAS XXX XX (XX)XX RM 620 I O o. NDI GIST.I Ca TT coNTRa sEc lox cnecx.m ERI AUS IWILLIAMSON 10683 1 01 105611 ——————————————————————————————————————————————————————————————————————————————————————————————————————————————————— ----------------------------------------------------------------------------------- I I I I I I I I I I I I I I Z Z I � � I Q a I I I N WIDEN CHANNEL WIDTH AT I N I CURVE TO ALLOW ACCESSIBLE 2'-a"MIN CAMERA INSPECTIONS OF PIPE I I = CONCRETE MANHOLE WALL CURVES TO MAGINARYLBE EXTENSIONSTOF POWER SEAL INTERLOCKED PIPE WALLS INSIDE OF GASKET(ACID FLEXIBLE "SEAL BOOT" P.T. RESISTANT-STAINLESS RESILIENT CONNECTOR,IN A STEEL TYPE 304) ACCORDANCE WITH ASTM C923 .c. A I 0 I 1.1 2'-4"MIN I I - I HYDRAULIC CEMENT GROUT .. TAKE UP CLAMPS(ACID RESISTANT-STAINLESS STEEL TYPE I 302) (1 CLAMP ON 12"PIPE AND SMALLER)(2 CLAMPS ON 15"PIPE AND LARGER) -_- F =�Jlp............. 17 . OTF•�91II I ......................00 ..../ I / NOAH S. SHAFFER SECTION "A—A" 1.07..7..2.2........... ICEi NOTES: 1h/0NAL I 1. MINIMUM DROP FROM INLET TO OUTLET OF MANHOLE 15 0.1 FEET AND MAXIMUM DROP IS 2.5 FEET.UNLESS SPECIAL APPROVAL IS OBTAINED FROM THE CITY OF ROUND ROCK. 0 2. INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS. I 3. SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOW. N0. REVISION BY GATE 4. CHANNELS FOR FUTURE CONSTRUCTIONS,SHALL BE CONSTRUCTED WITH PIPE EXTENDING 3*BEYOND EXTERIOR OF esuo AMRexcLEN BLVD. MANHOLE WALL,WITH CLUED PLUG. 9M AMSURE uS I " 5. SLOPE MANHOLE BENCH AT 2:1 SLOPE FROM MANHOLE WALL TO CHANNEL. �� HAL F F AUmN.=S76-11Dz TEL(513)TRJ600 0 6. INVERT CHANNEL SHALL BE A MINIMUM OF 1/2 THE DIAMETER OF THE LARGEST PIPE OR FOUR INCHES(4•)DEEP. - � FAX()z�za41 12I u RECORD SIGNED COPY CITY OF ROUND ROCK DRAWING NO: RECORD SIGNED COPY CITY OF ROUND ROCK WW_„ i texas Oeparfm nt of TraneportatloR ON FILE AT PUBLIC WORKS DRAWING NO: h ON FILE AT PUBLIC WORKS m2019 " APPROVED WW- O APPROVED 04-01-10 DATE FLEXIBLE ''SEAL BOOT'' RESILIENT o4-0,-,o WASTEWATER FLOW PATTERNS CITY OF ROUND ROCK,TX 2006 ENTERPRISE DRIVE DATE aoiR�xccxmr'� ROUND ROCK, TX 78664 I S THE ARCILITY FOR ASSUMES CONNECTOR DETAIL f WmaRaxTz.. FOR INVERT CHANNELS DETAIL I x AdY."rfwRii'dY TIE PRCHITECT/ENdNEER ASSUMES RM 620 I � flESPONSKjILRY FOR THE APPROPflIATE RESPONSIBILITY FOR THE APPROPRIATE USE OF THIS DETAIL.(NOT TO SCALE) USE OF THIS DETAIL.INOT TO SCALE) I a WASTEWATER DETAILS I I SCALE=N/A SHEET 4 OF 8 DeAi .ER V STATE I FEDERAL AID PROJECT W. I M ONRAT % TEXAS XXX XX (XX)XX RM 620 I Oro.n, ND DIST.I C"TT CONTROL SECT crKCl..aER AUS I WILLIAMSON 10663 1 01 10561 ——————————————————————————————————————————————————————————————————————————————————————————————————————————————————— ----------------------------------------------------------------------- I I I I I I I I I 5' P.U.E. 10'(NORMAL) I • I I .: UR6,dc wl 51j1EWA�1C ':'• UTTER• 6"THREADED CAP TEE MINIMUM 24", MAXIMUM 36"ABOVE FINISHED a GRADE. (ADJUSTMENT TO FINISHED GRADE SHALL OCCUR PRIOR TO ACCEPTANCE OR A 6"FELE ADAPTER— ISSUANCE OF CERTIFICATE OF OCCUPANCY) I ry I z A ::::m FOR THREADED CAP 2 COMMON i Y�\% LOT LINE ° 0 IIPLAN VIEW I 6"STRAIGHT PIECE I 5'TO 6'NORMAL. LESS THAN 4'REQUIRES SPECIFIC ELEVATIONS ON PLANS AND ACCEPTANCE BY THE CITY ENGINEER. IF CROSSING WATER MAIN,WASTEWATER SERVICE SHALL CLEAR WATER MAIN BY 18". LOTS 6"TEE WYE STEEPLY GRADED AWAY FROM L MAY REQUIRE DEEPER SERVICE.SEE 6"CAP ? PLANS FOR SPECIFIC SERVICE ELEVATIONS FOR SAID LOTS v MINIMUM I%- 0 FLOW \\\ a 1/4"/FT. (MIN) �E OF 7fIll1 f FITTINGS AS REQUIRED, 9 �6'WASTEWATER SERVICE LINE �� I AS PER DETAIL WW-74 NOAH....5.....SHAFFER- (SIZE AND PROFILE VIEW A LOCATION VARY) , ••(�0772 _z I,�IfSSONASEN��_ I 11\\NA TEE WYEI: ` I m I SLOPE 01%,(7/8"/FT.) MINIMUM – 709,MAXIMUM 0 NOTES I NO. REVISION BY GATE 1. ALL PIPE TO BE SDR 26. ® BSnOgMBERGLENBLVD. WASTEWATER SERVICE LINE 2. ALL FITTINGS TO BE SDR 35 SOLVENT WELD FITTINGS. HALFF B GF.SURE12s WASTEWATER MAIN(SIZE �� USTI TEt Tsro-rtn2 AND LOCATION VARY) TEL(5 2)m-.son SECTION "A—A" ..:� ePEf1 tlY25-141 q�F,: U I RECORD SIGNED COPY DRAWING NO: RECORD SIGNED COPY � I ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK CITY OF ROUND ROCK DRWW–14N0: ff Texas OeparfAwnf of TransporfatloR i h ON FILE AT PUBLIC WORKS �20I9 S APPROVED WW-12 APPROVED 04-01-10 12-01-10 ...–_._...._...,_....___. 5 DATE WASTEWATER SERVICE DETAIL DATE WASTEWATER SERVICE �1 I CITY OF ROUND ROCK, TX RcuxoxU�x. ZOOS ENTERPRISE DRIVE o THE MCHIT ECT/ENGINEER ASSUMES r. R��?r-� CLEAN-OUT DETAIL ..ROUND ROCK, TX 78664 x f:+ml'dyti/ ti ERTS ARCHITECT/ENGINEER ASSURES (N 0 N-PAVED SURFACES)r RESPON5181LITY FOR THE APPROPRIATE ON.7LRY FOR THE APPROPRIATE w m RM 620USE OF THIS DETAL.INOT 70 SCPLEI OF 7HS OETAIL.INOT TO SCALE) I WASTEWATER DETAILS I I SCALE:N/A SHEET 5 OF 8 DeEi eW ER V N STATE FEDERAL AID PROJECT NO, N G Ar I c�rx�at GJ X TEXAS XXX XX (XX1 XX RM 620 ID— NDI DIsT.I canTrc Ra-CTIDN c ERI AUS I WILLIAM50N 106831 01 P561 ——————————————————————————————————————————————————————————————————————————————————————————————————————————————————— ---------------------------------------------------------------------------- SAW CUT I I I I I I I I I I SAW cur I IN AREAS NOT TO BE (SEE NOTE #2) SURFACE PATCH:H.M.AC. FINISHED GROUND COMPACTED SELECT BACKFILL PAVED, PROVIDE 4"TOPSOIL (SEE NOTE#1) EXISTING AND REVEGETATE ASPHALT EXISTING BASE I MATERIAL FILTER FABRIC r;F \S\� SEE NOTE#1 BELOW S \//\\/ �// BACKFILL SHALL BE CEMENTOMPACTED FLEXIBLE BASE STABILIZED FLEXIBLE BASE. '/ I //; / MATERIAL, MATCHING EXISTING CONTROLLED LOW STRENGTHBASE MATERIAL MATERIAL BACKFILL ORSTABILIZED SAND OR CLASS J CONCRETE �/,�\/ ///�/ ' PIPE BEDDING STONE v GRANULAR MATERIAL WITH —SHALL BE TEXAS CRUSHED NO GREATER THAN 1 1/2" _ _ \/ STONE 3/8"F OR 1/2"D ROCK MAXIMUM SIZE - 4"MINIMUM CONCRETE ABOVE TOP OF PIPE MINIMUM OF(3) 1/2"HOLES z DRILLED THROUGH MANHOLE WALL TO ALLOW MOISTURE TO DRAIN (TYP) - a — a+ I I o` I CENTER PIPE IN TRENCH INSTALL PLUG AT END OF LINES; PLUG SHALL BE ADEQUATE TO SEAL LINE UNTIL CONCRETE IS SET—UP. PLUG TO BE APPROVED PIPE O.D. +12"MIN. BY CONSTRUCTION INSPECTOR PIPE O.D. +24"MAX. ZE Tf •••NOAH 5. $RAPPER•/ F NOTES: ......•..1 ....... 07722 F / 1. H.M.A.C.THICKNESS SHALL MATCH EXISTING ASPHALT THICKNESS AND NO LESS THAN 2". �/P 4/ 2 OFE6"BEYOND OEITHERLL SAW THEE EDGET,OF HE W�DWREPLACE TER LNEXTREING NCHPORITHETAND POINT WHEIREEEBSTNG PAVEMENT ,ASE A MINIMUM /1o�%NAL NOTES� I IS DAMAGED DUE TO TRENCHING OPERATIONS,WHICHEVER IS GREATER. FINISHED PATCH SHALL BE NEAT AND UNIFORM. 1.1. REMOVE ENTIRE CONE SECTION AND DEMOLISH STRUCTURE TWO FEET(2•-0")MINIMUM BELOW GROUND LEVEL. 3. INSTALLATION OF BACKFILL.SAW CUTTING AND REMOVAL OF EXISTING PAVEMENT,AND SURFACE PATCH SHALL I 2. IF LINE WHICH IS TO ABANDONED IN PLACE,EXTENDS UNDER EXISTING OR PROPOSED STRUCTURE,THEN THE NOT BE PAID FOR SEPARATELY. COSTS FOR THESE ITEMS SHALL BE INCLUDED IN UNIT PRICE BID FOR ENTIRE LINE TO THE NEXT MANHOLE SHALL BE GROUTED OR SLURRY FILLED. WASTEWATER PIPE. 3. IF LINE IS NOT LOCATED UNDER A STRUCTURE.ABANDON EXISTING LINE IN PLACE BY PLUGGING BOTH ENDS OF 4. THE CONTRACTOR SHALL PROVIDE STEEL PLATES TO SPAN THE TRENCH AS NECESSARY OR TO ALLOW BACKFILL LINE AND GROUTING AROUND PLUGS. TO CURE. SUCH PLATES SHALL BE SUITABLE FOR VEHICLE PASSAGE OVER THE TRENCH AND SHALL BE REVISION BY DATE 4. THE CONTRACTOR IS TO RECORD AND CERTIFY QUANTITIES OF GROUT OR SLURRY PUMPED. QUANTITIES MUST BE SATISFACTORILY ANCHORED IN PLACE.COSTS FOR THIS ITEM SHALL BE INCLUDED IN UNIT PRICE BID FOR 95WALIBERGLENBLVN. A MINIMUM OF 90%OF CALCULATED EXISTING VOID CAPACITY. WASTEWATER PIPE. ■ ■ HALFF "U"F.TEXAS 8 " ■ urn,.5.`,1'1zz�,Dz 1 E 5 1 5. ALL TRENCHING AND TRENCH SAFETY SHALL COMPLY WITH APPLICABLE FEDERAL,STATE AND LOCAL REGULATIONS. �.:� TEL 1S1zITT74B O FAL 151]1353-0101 O IBPE FIRM NO.fUf2 I U I RECORD SIGNED COPY DRAWING NO: RECORD SIGNED COPY I I ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK DRAWING N0: (02019, Texas Department of Traneportatlop WW-15 APPROVED WW-17 S APPROVED _..._...__..__ 04-01-10 _............ 04-01-09 WASTEWATER LINE BEDDING AND CITY OF ROUND ROCK, TX I DATE WASTEWATER MANHOLE DATE PAVEMENT REPAIR DETAIL "°°"°F°`"'�'� �^^ 2008 ENTERPRISE DRIVE THE ARCHITECT/ENGINEER ASSUMES ABANDONMENT DETAIL -' °�' '''"'�`� �,,,, , ,,, .�or.mo„w,,.�". ROUND ROCK, TX 78664 I >< i�81CerF.lriraL THE ARCHITECT/ENGINEER ASSUMES r RESPONSOLITY D USE OF IHS DETALT NOAPPROPRIATE D TO RESPONSIBILITY FOR THE APPROPRIATE (EXISTING PAVED SURFACE) USE OF TMS DETAIL.(NOT TO SCALE) RM 620 I I WASTEWATER DETAILS I I SCALE:N/A SHEET 6 OF 8 D..; ERIIERSMATE FEDERAL AID PROJECT N0. N GNAT I n,.�..a1 GJ X TEXAS XXX%% (X%1 XX RM 620 I DFo.n1 NDI DIST.I cw+71 —WM sccT.- a—am ERI AUS I WILLIAMSON 10683 1 01 0561 ———————————————————————————————————————————————————————————————————————————————————————————————————————————————————i ------------------------------------------------------------------------------- I I _ I 9 I NON-PAVED SURFACE: low PROPOSED PAVED SURFACE: (A)PROVIDE 6'OF TOPSOIL SUBGRADE PREP,FLEXIBLE BASEAND I REVEGETATE. AND H.M.A.C.PER PAVEMENT PLANS, CAST IRON BOOT AND COVER,AS MANUFACTURED BY UNDER SEPARATE PROCEDURE SIGMA CORPORATION,OR APPROVED EQUAL THE (8)PROVIDE COMPACTED3/4 BOOT SHALL BE LARGE ENOUGH TO ACCOMMODATE BACKFILL IN SITU TRENCH [AN 8'PIPE. CENTER CLEAN-OUT PLUG WITH MATERIAL FREE OF ROCK PRECAST CONCRETE VAULT(36'X36"INSIDE)WITH CENTER OF BOOT OPENING ANO CLODS GREATER THAN 4'THICK WALLS AND NO FLOOR. PROVIDE BOLT PAVEMENT 4',COMPACTED IN 6" DOWN H-20 1/4"METAL LID FOR TOP OF LIFTS,TO 85S VAULT,AS MANUFACTURED BY CONCRETE I (SEE SPEC.ITEM 510) PRODUCTS,INCORPORATED,OR APPROVED EQUAL (6"ABOVE TOP OF CURB,WHERE APPLICABLE) \ SECTION VIEWI w BED PRECAST CONCRETE VAULT ON FLOMATIC MODEL 408 BALL CHECK VALVE 4"SPACE a 0 6"THREADED CAP� 3/4"WASHED ROCK GRAVEL OR (SEE NOTE f4) I Q mOTHER CRUSHED STONE CONCRETE(TYPICAL) PROVIDE COMPACTED BACKFILL IN ACCEPTABLE TO THE CITY OF N via N SITU TRENCH MATERIAL FREE OF ROUND ROCK - a \ ROCK AND CLODS GREATER THAN 4", 6'FEMALE ADAPTER ID 3p - COMPACTED IN 6'LIFTS,TO 85[ FOR THREADED CAP 6'STRAIGHT > � I, _ =z m (SEE SPEC.ITEM 510) - - \ \\\ \ \ PIECE I T\ / 3 /\� UNDISTURBED EARTH 6"TEE WYE � 4'D.I.P PIPE BEDDING STONE SHALL BE ___ 6•C \ TEXAS RUSHED112'D TONE 3/8'F (SEE NOTE/1) MINIMUM 1% z s FLOW FILL AROUND PIPE WITH _ I NSTREN TIHK,HIGH GROUT 12 (MIN CENTER PIPE IN TRENCH. MIN n+ I 2'-0-UNLESS 6"WASTEWATER SERVICE LINE NOTED OTHERWISE I (SEE PLAN AND \ PROFILE DRAWINGS) z PROFILE VIEW . \W iO PIPE O.D.+12'MIN NOTES' I ` PIPE O.D.+24'MAX 1. AIR VENT PIPE TO BE 4"D.I.P.,CLASS 53 WITH FLANGED CONNECTIONS. 2. ALL FITTINGS TO BE 150 PSIG RATED h ANSI/AWWA C110/A21.10. 3. AIR VENT PIPE RISER SHALL BE INSTALLED TO A MINIMUM DEPTH FROM GROUND SURFACE AS POSSIBLE, PREFERABLY LOCATED IN THE CONCENTRIC CONCRETE CONE. NOTES: 4. MINIMUM ELEVATION AT THE VENT OPENING SHALL BE 1 FOOT(1'-0")ABOVE THE ULTIMATE 100 YEAR FLOOD NOTE. 1 ALL PIPE TO BE SDR 26. PLAIN ELEVATION. IF ELEVATION OF VENT OPENING 15 LESS THAN 1 FOOT(1'-07 ABOVE THE ULTIMATE 100 YEAR FLOOD PLAIN ELEVATION,A FLOMATIC MODEL 408,PART#2145 BALL CHECK VALVE,OR APPROVED EQUAL,WITH 2. ALL FITTINGS TO BE SOR 35 SOLVENT WELD FIRINGS. FLOATING TYPE BALL,SHALL BE INSTALLED AT DOWN TURNED OPENING OF VENT. A 15 MESH 304 STAINLESS ALL TRENCHING AND TRENCH SAFETY SHALL COMPLY WITH APPLICABLE FEDERAL,STATE AND LOCAL REGULATIONS. STEEL INSECT SCREEN SHALL BE PLACED IN THE OPENING. RECORD SIGNED COPY QN FILE AT PUBLIC WORKS CITY OF ROUND ROCK DRAWING NO:o: RECORD SIGNED GOP, CITY OF ROUND ROCK DRAWINGNO:O. SIGNED DRAWING NO: ON FkE AT PUBLIC WORKS APPROVED CITY OF ROUND ROCK APPROVED APPROVED WW-73 o4-01-10 WASTEWATER LINE BEDDING AND o4-01-10 MANHOLE VENT FOR BELOW 12-01-m WASTEWATER SERVICE I DATE SURFACE REPAIR DETAIL ��pp DATE GROUND INSTALLATION DATE CLEAN-OUT DETAIL I 1HE MCHTTY FOR IHE ASSURES "�i�w 7HE MCM7ECl/ENGMEER ASSL ES THE MCHtTECI/ExOeEER ASSUMES PESPONS 7_ FOR TIE FPPROMATE (NON-PAVED & PROPOSED PAVED SURFACE) RESPOH5®IITY FOA THE MPROPMME DETAIL (DEVELOPED AREAS) T RESPONSIBIITY FOR THE.aASDPRIATE (PAVED SURFACES) T VSE Di 1H5 OETAI.INOT 10 SCALE) USE OE TH OETA 1-7 TO SCALEI USE M 1H5 MTAA.IHOI 10 SCALEI I � I t-u Itail I NO. REVISION BY DATE ZU l5 8 FI SUITE 12 ALVO. m BLDG F,$URE 125 ••• FF AUS TIN.TExAS iATx9-,10x TEL 5,x)me600 .:.� ie�IFlmz.,l ipzaael I ,x S ANgf h m2019, Texas Deportment of TraneportotlaFQ I 7 I o ' CITY OF ROUND ROCK, TX I 2008 ENTERPRISE DRIVE ROUND ROCK, TX 78664 I 1P�E OF RM 620 I *•NOAH HA...... WASTEWATER DETAILS I ,...:.....107722....j" Iwo 0�'•,�7 ;meq— SCALE:N/A SHEET 7 OF 8 0�oFf•.,CENSE,.G��_� Des;,—,ER Y STATE FEDEflAL AlO PApA[7 AO. N=Ai �I4%S)ONAL ENS lc-..!.GJ X TEXAS XXX XX (X )X RM 620 I \ o,A,,,,, NDI DisT.I cowl, coNTAOL scc IGH irl W, I--FRI AUS I WILLIAMSON 106B3 1 01 10561 ——————————————————————————————————————————————————————————————————————————————————————————————————————————————————— -------------------------- ------------------------------------- -- --------------------------------------------------- I--------------------------------------------------- Taaa.Commidulan an E.arad-Nl Q.MMdy -114-d"----J th--It-oilnlsed I.p.-.d*.rNJ- Orpnuadl S"aa CetmobbIn MINIMUM, ea-M Erld Im Edi, A*gv f-.,y zatmfiol adan.WNMM._.,q_Mt vNr a.-M C-,dbn,oln N- _.Akaai of Nnw k F Na alua-�,p..q an iWjdaftdl d;W"N Law,"i.'h.I�1a dN.j an ft. Shael-e- 7 • _h.pian UN-oM al"I at,laa,-st be Insiar"=on ht pa,ano adds hUda !1-- ae.-Mar-ININA" th-d naMa...I.--av of Th. on Sheel Inast zq,n,v4n__Ue.F.-__.1 bad,5k.v,a.__;_t _d_"roamed bdokW.0. m Ill.obW-PlaI --rosea 3h Ar noncate shay Ia. blk*Nna d I kh... _d_ 11 Tandhinil:oa,�Oing and babl,�%=$I ncnfo,a20 TIC§217.54.The bwWo;w"a% ER -dota,.-Jeg sena I.-and at..,�b in la�ape MIA IIT ah Ina aanoa,�,:5 AST*A D-Ml.Cadnam IA,E_it w R;. ani F.-P,..dan A.-Itiol,*a-Sand If Na N-d U Ilebandanal�fi il.INIIE badaing x aaa,fA n!av-that hs baa,blaaked. I!any ustiV user kNm am A.B.C. ,agall Ind !.paz: uand mlal,ad. 14. 311raId,adl, 9. 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W>m p"that 1 All_"__ng mt, „Ida roue ed mg"-_,ea wall ItIrson_j e t -.1 b:P-A-wit:.tis N T.SCS ban and We TCEC'at.ino-F.2 aplIbltz I is uWwaJ that W_v. ti .1.4.1.Z1='.1_ to-ki. I.MdUa be-n.I&MMd by INI-to dh.$*..vmquUnwdb ---Zt!b PolD-9 ft the.ragicaleA Um contact-nual N.pordep.budder.It*m�dM,ops n a marpob,a poh**v. I ba eq�In leap-...a,,Ua of Me.p- �.al lader. L-P--A,roat 'Al,.am wMdhr Was --Mad 1,MI,.aq�amfion cadanea le-Nn [Ale A -ted meal.- -J,pecdw.oes.be.I. 2. A1,N,aa o,t oee,to C,onaloa,TCEQ aa,o,..at SN i,-�_mIae,.--I—-,_�.ata,bn. Ann—Sccistyr For TUmg And V.-I.(ASTM!C-UR ASTM C. least 9 ser• -`Inot�the --1 meal-We•�Unants or W TIC 924..ASTM F 417 or oth�renoemm appi-ot by;ft exeounr I.n-41-ap-'eal pm-cl; pirm(d)(Pip D&Wgnl wS 7J TAC 5293A4ka:iWMdd,D,*&.MJon?. damp, -x.ft I Ea-,j n.*_j bqaW..h t0)&Vis paragnilph.Ep"CJ in autaamprapl, W.-4.d kdonnanon 0:h.P-ma It. Aftla Ma,Ua I'm naliam hon, N*,w-A and IMIa,,n Facm&::MdhaIl d In" -eheeeMl-,An-M.�..mq p*.. by shee For sed- c*w-,v I*&leas lh-_�E.Ah�jg* 4. Anyw-W.,WK.W Ine tt,.I-da1 In d"o eksencta lok,,;the dalmdar, ..t apply.I,—' IM'_ dxe fjr "y-the W 1.1 an G,�S rV,,aW.M',.Wy tha fieslada mqwW.,paragmlb;2).l bik.ulbodicd I'_* yi, rl. I :I_.j ift 2WW..tees...1 de,basary far.3 A ppe"W'd be P.-.d w 3.5 P-.P,'quan,-0 1--i ayp:eral. wed' me grNear Pun IN.bma--..d S. Pto beqQ any crostrximen If art,3L wulonwry eavon and aatalian!EJ.51 6P-k'naI be Ulken papa til,,AW.M,plad I.ft lateral the tnnh sed GI-Inapram-1.� ems i:bwa;ae- tant.1 mradda.n.:-be=.,If M, ani-marned M win iN, plop"Itedowl in amotdanc:�lh X-Ai;J217.54. the pe-Ka,to dNbp E-7"pal,tI to 2.5 ps, aI M run'daesa.fa slmv�.afi k,P&-WA the widamed a.- 12. 4d,seVe caktban w Wiled III-In.M-,,ftIabon: have been Wnrrnaneoty.t.U�d. the o:;-st Me wrmb�ted ltt,Mabo DA,for ji,,�dan.1 ankpANI aze"Mans. he�Slo`l of each fax des-.9 1.n'-ftc N,1,,gox.f.d, Equafic,C2 M6. tt any a-.-%a-are O.I.-lea dwwa the--ater lim,veneting wykies.A ;haldbaton can be exit d6lannineMl at the fta a cnneodanof ft enenN7na.Sion, T- O �A Id. the_.tle.haam--MaUNad:_d.&'.T�apple-I -.4acaned wyes or e.that ere -ld Inn-adlaall,--ill hr-ow-w.9-.M of IN,TCEQ 0 tv Man-clIcI 44, palve in ean arid w�Mh I `MM dt j`o'.t.W__-ft AN A g-l"N.-a.-.1 d'..�and Nda,.&,ba fad,,r.�gdaa,tt. XdN, be-,We.MnjMk..Nl,..W.4 be,4 ;aw oans&uA- MUM,be wll:do.:It.a obanal_6, _nt aVW_s net T. W pm-to 1,�Jd par..am Lair g".in b,la,Mv a f__nE1y,.j bar po�adawa coc.zon MAU..1,WnIaN--d -S-*Md at--k--01--Ia-al NM-I-oMce or n to a.YM.an Zlbni;awrrr ins f."7hr m7AUN, rUr Ih.-:,UNa ftN,,a-i emj ural tha lNe not ft-lodJ'n"-n,A.-ne-d �,aefaw_ in adddmanod� p6-_g Wdaoaa K 0.0M 19 X 0 X L,b.1 r.at I...ItI.G in MaN, L .1 4n.N.earbe aure texg baugd 1- fa�`!Aralt.7 dRaaon In an-.1_1� 'Ia�MAn IA) The hd-. any ane-t-M 111.4 need!0 ape Iw-no a radreMal.action. "ll d.is 0025 Da m.aw foot dw..w P.,foot d w-ml.66W fCi Sbo.Ix!Z K-otia,n IF 1.0 b..Mao,In.�nInje,-bablva IbI Ila W-1"no Pka M--�- .-Pa.de5enlian mong i. ser Ixau. - *.*,d TI,e klc.mg p-dums tust ad fbbeet "B) :oath ape tan loft sASui in pi baa-'.r9 TaGe C.l: 1) F=a adR�*-w'tm Inside_Mfla,1.11 1,an,77Wachon WAnationlead.h-veams; 11 I -ir;III..J.W.1h an Irt.-I Saba,=14v fl, OF Pipe Diameter,jmftV MW�TaN, MaMirsaw,Length for Till for enmu-1 mqbne..V.�.nm.. rldnuunbalth (A) �_w Mal jo� A) MinleaMalima(MMat; LamprLaegill tC; A ill A 4ak!:nt hear an NI�J,dmn*W;0.-)ml:esu 1 _`U`ma' 24_dboj"Nod NO- .-sibot! IhIn%-,.4 ft bade_ese dan4ur(0i.Mnonoe!D of A P;Vawarn 398 00365 realim.I.,- ISE I*M,as VACAd n the apocwtaft,"wans Me ft 45TV.S. 7-baafta- ladt In-r ahM PLS ad,411 Inclim and-er ...:..................1.r. Aidetion,Wase'yvo,UM Amaegann.UM74ELL w A,beMoan Ia-,Ina pk;g v pace-I..v.-AN'. 10 Z39 1374 I'lat-al 5UJaaNum,n,any INNea NOAH S. SHAFFER 110) he 9-oaplb�in ne,kao4al plea,behom talia,g. A) I.Mandrel Ildng&-Id nad in J.*.zp,_ ........................ 12 SSC 199 3.49 p,r (C) S-AM,&I.bact,and la. IOTT22 01,Wbe -ad M M-: 5342 -J,,ppe.Nnr U.p_ -i mol. uI a- 3 7693 A An-I-W too K'1.1bb W D$01.the 102a _13 ol A ppo.N.Sap ogN,ft 0 d 21 1 1 -am-og t-OD In--rA;-.men:.1 lbM,N.ao �Md d.N. -r-Ind kqo offtle. #j W-VICE lifia oaaaJ,dameNar In-t�ral incnassam la,.0.1 fEl A all NUd-.1 ba plaoad at ft 140 of the lop of a nona section. of fS`....... i �nc -Vaed pt.1 Mv.W sall.darnet.1s iD and The Nal 114-1 In al-obince,Ill t.e.ctamr. kIS/ONAL lE ;01 oonk�pipa. -A.-,dd e.4-prat standani s. 'r T ha:d-,db--Nj0MJ,Cf J--1; .M-**W arwide lufu 72 2.- 0) A figw"M..he__.w.of.rn.uI o,.4441 p-do fGh A beaaaet daft om begin-�age:S.,15 pp b;dlf. to, 4 a ill .afeial"al oao ckwd-a pd,*h�wing dg.,.d tHl A-N,ola p,-INa lant Of Ilar 2,15and-Wh a-I- o m,&�one a led e no IxeuUm 10fis Aa oeemA dg ft AW..-have.-or- W-ft.of Ikedot.the U.-1.9 WIN F,0 IM".a sI-ay. IE) Vany i.� A%n set W. -at-A at maxi 7111,of ft Um 17- A':Ravel!arta Want-aId ba lhll�d and--URad e mk4:akd!elf Ig line;. InftnoII INI,3E-TIC losing then the tell aw=L,barjn,win,W11 ba,on as .'arbarN.PE;w. Aft..-IrbItor.aq and,pF-b,oamt,a Metng.;..,.a_loa NO. REVISION By DATE ba".. :111) Ed---Mandoal-ItIae.lepamle pj rig. taleal ba�lleg No—�g,dodInAd,sy,aanI,T...Ld RmlellIonal tF; K.0-Ner t.kcuon"te p".0.27"w Woe,a,,crap. ICI W_-w OA- E-cm-,T...Rg3lawmal Sanka,lbIn. ofit,in,tUde,MIJij;dModol tNa -bad at:.V.-a fin-n,the 41 4.IMSINUbt M t-No nannel Ia pctibftd Ia _Ilobda,ta,ft_.w olaaebar,yaw-.,ci C.4f,LM.t S nuts d.merer m>)bea, pMe.-Nacatan,11b. ■ ll�F SUITE 126 von -_"i"d;d*_""` it) A bead inapoann le,. _br�e.doeld,_.,-IN,dm�,aalalaof th.Maded.T d Ina OEM AUS TEL�51 I 777�4800 M.TEXAS 787331103 (o) A talaW be,eadwa kw"a uth an insI60 da.,nat,glallar Man 33 ce-ti.1w -sclon,a- Maoh.eardflod-f.I.Y.- eap-.tne HALFFO "Son AMMER r6Rf2. M, hythed1moil- I laaanusel Sol ae-4-.beeN p;._the al upan 11qImlt-rNkIn,may on,:1 be nada W aplao- ■ ■ _E 512)25M 4121 Cts;an;vafxhhancn T-tf--!.or.ilanctel"th or_..on O III -h-beat-Whaler.,an-Mb,-tn-d by.h,aaatae hard:ed.In-Nal y-casa task. aueeu 50 99--Pat 11 of dl-Ud W 10r u,.-pc-pat 24-at 121 For.gmaty-:I!-take.;a--Ifth an-de 27 Mhesj nItnin,1.01hasc(2 D talf.Ib..Ind-N.,;U al na. g ,C'_Tat-9--1-Y ne jd.a---kal daffcs- 1.) ipIIN, (3) (02019ff Texce Deporfoent of Transportaflot? A=Sim,,ser an atfital-.a h:i_I .�Md11-.1 "I't I Aalbn Reg-OMM- Sang t41*-I'll' IL -.1led be-the 2_4olle1 .4) An-_-11not oond�d.dfta-mc LaW.at h"30 y.Nta,IN,beat 12-M Pi&S F&V A 142W All%. ;fatd Animi.1"a"" I fan.�1-78753. San -7&334�W ,Man ph..:21141,-W_�3*6 -�d SC 9-keea W.lndl�C-I The oral rd.VaLa:, =Wa It Ir.per 24.11 :at 3d-lyUn 21�11113-3795 F. 20' (61 1'a Fkr..900M,Wa.dellcuor. �.InajW 1.IdoolN, CITY OF ROUND ROCK, TX or a cease-feat albov.ah4,'oun-alar mm, rnnd.daseated-afe,0w bIaMi baNtu Faa bran.pmae.aa,ail days. 2008 ENTERPRISE DRIVE ROUND ROCK, TX 78664 Fr oan*an.,a 25,q,,d p;mn,U. iel ndwa be belled to meet N.4 per r_g anren%of 33 TIC 92!7.5-. THESE CE14ERAL CONSTRUCTION NOTES MUST NINE NCLUDED ON THE CONSTRUCTION -1 IN d-10 QME-U,-�,d:-per ntle NpIpe Pat 24 A: ""d P'"a I'"I b"'.. PI-ANS PROVIDED TO THE COWRACTOR AMID ALL SU11CONTRACTORS. -- 1b; An.1hadi lost each rnartk wAv,wae-i�,..woAdav).1.tai o"C'M an--MM�1W Imao-11 lubamilanh(C�of ft. _,aaam a th�� 'yl-polm.,by evizaton RM 620 IF) 0 thr qtl" n1and-a..".1lonAM ft..i.-4.W, u,"ad an Shall utiletakeronal.w actin In wjw Me ItAxt I11 HYN-UMM,.vn�_ WASTEWATER DETAILS SCALEC N/A SHEET 8 OF 7 S ALI_1 FEDERAL LID n Imay Desi ER ET M). - erveaea GJ 1�0111!T.11TIEX AS XXX XX 1X.,d I RM 620 Oren NO COUPITY CON RCL I ER AUS WILLIAMSON 10683 1 01 -------------------------------------------------------------------------------------------------------------------- Form ROW-U-35 (Rev.09/18) Page 5 Attachment "B" Accounting Method X❑ Actual Cost Method of Accounting The utility accumulates cost under a work order accounting procedure prescribed by the Federal or State regulatory body and proposes to request reimbursement for actual direct and related indirect costs. ❑ Lump Sum Method of Accounting Utility proposed to request reimbursement based on an agreed lump sum amount supported by a detailed cost analysis. Initial Date Initial Date TxDOT Utility Form ROW-U-35 (Rev.09/18) Page 6 Attachment "C" Schedule of Work Estimated Start Date: 08/02/2019 Estimated Duration (days): 396 Estimated Completion Date: 9/1/2020 Initial Date Initial Date TOOT Utility Tk,ri3 rna�'m,+nf M 7Fwasfswfatiort Form ROW-U-CLEARANCE (Rev.06/17..) Page 1 of 1 Utility Clearance Letter U-Number: 14697 ROW CSJ: 0683-01-092 County: Williamson Construction CSJ: 0683-01-056 Highway: RM 620 District: Austin From: Deemood Drive Projected Highway Letting Date: 06/2019 To: IH 35 The purpose of this Utility Clearance Letter is to inform State of the anticipated dates by which Utility's facilities that are in conflict with the above project limits will be adjusted. The dates below assume that the State has acquired all necessary right- of-way for the project,that sufficient plans indicating the proposed highway improvements have been submitted to Utility,and that design changes necessitating material utility facility redesign do not occur. Utility Company Name: The City of Round Rock Anticipated Construction Start Date: 08/02/2019 Anticipated Duration of Construction: 396 Anticipated Construction Completion Date: 9/1/2020 The information provided above is strictly an estimate and is provided to State solely for State's planning purposes.This letter is not intended to create any legally binding commitments on either Utility or State,nor to waive any rights Utility or State might otherwise possess. If there is a conflict between prior submitted dates and those shown in this letter,the dates set forth above should be used for State's planning purposes. Authorized Utility Representative Date *UCLEARANCE* Form ROW-U-35 (Rev.09/18) Page 7 Attachment "D" Statement Covering Contract Work (ROW—U-48) (ROW—U-48-1, if applicable) Initial Date Initial Date TxDOT Utility STATEMENT COVERING CONSTRUCTION , r / WORK Form ROW-U-48 a.., A APPEARING PP1 R ESTIMATE) Page I of 1 U-Number: 14697 ROW CSJ Number: 0683-01-092 District: Austin County: Williamson Highway No.: RM 620 Federal Project No.: _STP 1602(235) I, ,a duly authorized and qualified representative of The City of Round Rock ,hereinafter referred to as Owner,am fully cognizant of the facts and make the following statements in respect to work which will or may be done on a contract basis as it appears in the estimate to which this statement is attached. It is more economical and/or expedient for Owner to contract this adjustment,or Owner is not adequately staffed or equipped to perform the necessary work on this project with its own forces to the extent as indicate on the estimate. Procedure to be Used in Contracting Work A. Solicitation for bids is to be accomplished through open advertising and contract is to be awarded to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be performed.Associated bid tabulations will be provided to the State. rl B. Solicitation for bids is to be accomplished by circulating to a list of pre-qualified contractors or known qualified contractors and such contract is to be awarded to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be performed.Associated bid tabulations will be provided to the State.Such presently known contractors are listed below: 1. 2. 3. 4. 5. rl C. The work is to be performed under an existing continuing contract under which certain work is regularly performed for Owner and under which the lowest available costs are developed.The existing continuing contract will be made available to the State for review at a location mutually acceptable to the Owner and the State.If only part of the contract work is to be done under an existing contract,give detailed information by attachment hereto. D The utility proposes to contract outside the foregoing requirements and therefore evidence in support of its proposal is attached to the estimate in order to obtain the concurrence of the State,and the Federal Highway Administration Division Engineer where applicable,prior to taking action thereon(approval of the agreement shall be considered as approval of such proposal). E. The utility plans and specifications,with the consent of the State,will be included in the construction contract awarded by the State.In the best interest of both the State and the Owner,the Owner requests the State to include the plans and specifications for this work in the general contract for construction of Highway RM 620 in this area,so that the work can be coordinated with the other construction operations;and the construction contract is to be awarded by the State to the lowest qualified bidder who submits a proposal in conformity with the requirements and specifications for the work to be performed.If this option is chosen,attach form ROW-U-48-1,the terms of which are incorporated herein by reference. Signature Date Title 48* St fli rss .G'OViM'Xinadl ivcrfabm ROW-U-48-1 (09/18) Page 1 of 2 Statement Covering Utility Construction Contract Work - In the State's Highway Construction Contract (As Referenced in Form ROW-U-48, Option E) Work Responsibilities A. The Utility shall provide the following services under this contract: i. Responsible for engaging the services of a Texas Registered Professional Engineer to prepare drawings and technical specifications for relocations and adjustments along RM 620 ii. Provide the plans and specifications to the State to include in the current planning specifications and estimate package being prepared by representatives of the Texas Department of Transportation's Georgetown Area Office. iii. Secure all necessary permitting as may be required for the installation of the Water and Waste Water line. iv. Arrange and coordinate with the contractor,through the State, materials and equipment testing, rejection of all work not conforming to minimum requirements of the construction contract documents, maintenance of the proposed work area during construction, and the relocation of Water and Waste Water and connection of services to customers. V. Advise the State of work that Utility determines should be corrected or rejected. vi. Arrange, observe, and inspect all acceptance testing and notify the State of the results of these activities. vii. Provide inspection services for the construction, notify the State of defects and deficiencies in the work, and observe actions of the contractor to correct such defects and deficiencies. viii. Assume all responsibility for the maintenance of the existing Water and Waste Water lines during and upon completion of the construction contract. ix. Ensure all Texas Commission on Environmental Quality and all other regulatory rules, regulations and laws are strictly adhered to. X. Prepare and submit both a certificate of substantial completion and a list of observed items requiring completion or correction for the relocations and adjustments to the Project Engineer for concurrence. xi. Coordinate all construction activities performed by Utility's staff for the relocations and adjustments through the Project Engineer. ROW-U-48-1 (09/18) Page 2 of 2 B. The State shall provide the following services under this contract: i. Combine the Water and Waste Water relocation and adjustment plans with the plans being prepared for the Project. ii. Review and approve the final construction plans prior to any construction- related activities. In order to ensure federal and/or state funding eligibility, projects must be authorized by the State prior to advertising for construction. iii. Advertise for construction bids, issue bid proposals, receive and tabulate the bids, and award and administer the contract for construction of the Project. iv. Negotiate and administer all field changes and change orders required for the Project. All change orders increasing construction costs for Utility's Project shall be submitted to Utility for review and approval together with an evaluation. Utility agrees to review and either approve or disapprove all change orders within five (5) business days after receipt of such order unless Utility Board's approval is necessary in which case Utility shall bring the item to Utility Board as soon as reasonably possible. V. Provide overall project management to supervise the day-to-day activities of the construction and monitor the activities of the contractor to promote the timely and efficient completion of the Project in accordance with the approved Plans and Specifications and construction schedule. vi. Conduct field observations and coordinate with Utility's inspectors and the contractor to cure defects and deficiencies in the construction prior to final acceptance. vii. Make timely payment to the contractor for work performed in connection with the Project. viii. Ensure access and permit Utility's inspectors and other authorized representatives to inspect the waterline construction at all times. ix. Conduct and coordinate final inspection of the Project in the presence of Utility's Engineer and Inspector, transmit final list of items to be completed or repaired and observe contractor correction of same. x. Maintain job file. Form ROW-U-35 (Rev.09/18) Page 8 Attachment "E" Utility Joint Use Acknowledgment — (ROW-U-JUAA) and/or Utility Installation Request — (Form 1082) ❑ Utility Joint Use Acknowledgment (ROW—U—JUAA) ✓❑ Utility Installation Review/Permit Number: Initial Date Initial Date TOOT Utility Form 1082 Installation Request ; Form 1092 (Rev.03/09) Page 2 of 2 We understand TxDOT may place additional provisions and requirements as listed below, based upon, but not limited to, the type of utility being installed, local site conditions, soil types and traffic. Additional Provisions and Requirements(for TxDOT input only) • General Special Provisions: Are attached. ❑Are not attached. • As-built Plans/Certifications of Construction: ❑ Are required and shall be certified as accurate by an authorized representative of the company. ❑ Are required and shall be signed and sealed by a State of Texas Licensed Professional Engineer. ❑ Are not required ❑ Certification that utility was installed as approved Re-vegetation Special Provisions: In order to minimize erosion and sedimentation resulting from the proposed installation,the project area will be re-vegetated: ❑ in accordance with TxDOT's Standard Specification Item 164 which specifies the appropriate grass seed mix to be used, or: ❑ as indicated on the attachment. TxDOT Representative to be notified 48 hours prior to beginning construction: If approved, we understand we will assume all risks associated with this installation within the TxDOT right of way. These risks include injuries to our workers, damage to contiguous utility lines that may be in the area and injuries or damage resulting from our failure to properly install and maintain the line. If the character, use or function of our installation is materially changed from that approved under this Request, we will notify TxDOT within 30 days after the change. In the event of a voluntary or involuntary loss of public utility status, or other legal authority for longitudinal placement of the utility facility in the highway, or there is an abandonment of the facility without the approval of TOOT,we will at our expense remove the unauthorized portion of the facility from the right of way. If installation of the line is not begun prior to the 91st calendar day from date of issuance, we acknowledge that, unless otherwise extended, TxDOT's approval of this Request will automatically expire, and we will be required to resubmit our Request. All Request submissions, whether due to expiration of approval under this paragraph or new Requests for modifications and relocations shall be in accordance with the governing laws, rules, regulations and policies existing at the time of submission. In the event we fail to comply with any or all of the requirements as set forth in this Request, the State may take such action as it deems appropriate to compel our compliance. By signing as/for the requester below, I certify that 1 am authorized to represent the requestor, that I agree to the provisions and requirements included in this Utility Installation Request, and our commencement of construction will further attest to our review and acceptance of said additional provisions and requirements. REQUESTOR APPROVED BY TxDOT Date: 03/27/19 Date: By: Christopher Perkins By: Signature: Signature: Title: Senior Utility Engineer Title: Address: 2008 Enterprise Drive Address: Round Rock TX 78664 City State Zip Code City State Zip Code ( 512 ) 341-3145 ( } Area Code Telephone Number Area Code Telephone Number Form ROW-U-35 (Rev.09/18) Page 9 Attachment "F" Eligibility Ratio Eligibility Ratio established: 53.57% % ❑✓ Non-interstate Highway (Calculation attached) ❑ Interstate Highway Initial Date Initial Date TOOT Utility Utility Name: The City of Round Rock ROW CSJ: 0683-01-092 Construction CSJ: 0683-01-056 U-number: 14697 Eligibility Ratio Eligibility is established at 53.57116 Interstate Projects On Interstate highways, Texas Transportation Code section 203.092 provides that utility reimbursement for facility relocation is dependent upon whether the relocation costs are eligible for federal participation. Pursuant to current state and federal law, federal participation is 100% of all eligible costs; therefore, an elgibility ratio will be 100%. Non-interstate Projects The key determining factors for eligibility ratio are: • line length for underground pipelines and cables, and 0 main line pole location for power and overhead communication facilities. Guy poles, push braces, and down guys must be excluded from the ratio as these items are considered as supporting structures. If a facility is outside of existing right of way, in conflict, and within an easement (PUE or private); then that facility is eligible. Any facilities in existing right of way, in conflict; would not be eligibile. To determine eligibility; total the line length or number of locations eligible for reimbursement and divide by the total number of required relocations. Please include a breakdown sheet showing each location and whether they are considered eligible or not (inside ROW or outside ROW). City of Round Rock Composite eligibility05.23.19.xlsx Eligibility Worksheet Pipeline Description Non-Reimbursable Reimbursable TOTAL Eligibility • • '•• • • (in linear feet) (in linear feet) (in linear feet) 12" Water Line 0.00 531.00 531.00 100.00% 8" Water Line 445.20 1896.60 2341.80 80.99% Waste Water Line 2016.00 1007.40 3023.40 33.32% Roadway Crossings Non-Reimbursable Reimbursable TOTAL Eligibility % 8" Water Line 246.60 132.60 379.20 34.97% 16" water line 90.00 144.60 234.60 61.64% Waste Water Line 136.20 0.00 136.20 0.00% Side Streets Non-Reimbursable Reimbursable TOTAL Eligibility % - 8" Water Line 283.801 0.001 283.80 1TOTAL Etigibtity RATIOS Non-Reimbursable Reimbursable TOTAL Eligibility % 8" Water Line 975.60 21029.20 3,004.80 67.53% 12" Water Line - 531 531 100.00% 16" Water Line 90 145 235 61.64% Waste Water Line 21152 12007 3,160 31.88% 3217.80 3712.20 6930.00 53.57% Eligibility Ratio: 53.57% 1 inch=60 feet Reimbursable[R] INon-Reim bursable[NR]I _. 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AAAA µ.YAW. .. ;, ::: ..• ;� ,+ r: ;•'�....« _______________ IIRZTES AFTFZU JULY 1 2011. jALL UTLrrY 7.r' i 1 tt NOTED Tia+ as otrlcrcn wAurr LEVEL guaEss ^i -- �•�•�— ELECTRP.;LINE + is S l` TION SHOWN HUNBON IS TALON FROM AVAILABLE UTILITY i:: ............._. :AAAA.,r.:.... u AAAA_ PROPOSED UTILITY LINE ; ��'� APPROPRIATE AiFACE GEOPHYSICAL METHODS TO DETERMINE INFORMATION OBTAINED THROUGH THE APPLICATION OF UTILITY LVE TO BE REMOVEDABANDONTHE�EXISTENCE AND APMMMATE H=ONTAL POSITION OF rnm 0 IS JO 45 60 UTILITY LVE TO BE REMOVED LEVEL•C' DEPICTED ACCOIDHG TO RECORD INFORMATION AND E]QSlHC SCALES I•�0' .z.E. ASSOCIATED LnLWY STRICTURES. „ PP Q POWER KLE N0 EUBDTF40M(FORMATION WAS OBTAINED 1 in a `: PP'R af`,r POWER PPoL W.'iNSER oWEFILSEIP LEGE?!Dt OWTIpp CpTTACTI Pf10N6 LEVEL Mr 1,11 m ACCOIDVIG TO RECORD WFORMATION. NOTE ARE FROM AVAILABLE E CAM'FR CAMERA RLE : g'->: "I f',1:- ---" NQ ETSGTROC INFORMATION WAS aeTAINED. UTILITY LAYOUT PLAN ::a ELECTRIC 80X ... EM E asci VI:METER UNLESS OTHERWISE UTILM LIE LIMITS DEPICTED RIM(SENT FELD .. LP LIGHT-ON.f. DE Mi ATM LIFTS MO MDT ETD FOMS OF UTILITIES. RM 620 TRANSMISSION TOWER _ RIMORRM SUTILITY UCH ip MAYYNNOr BEORA�AA��E.HALFF� FROM DEEPWO�DR.TO IH-35 TRA:ES M'ELECTRIC TRANSFGRaE1t ASSOCIATES EIffRESAY DISCUI•IS IESPOf6E1JTY FOR TIE ACCURUCY 0R HALFF AMR ES.p� CITY OF ROUND ROCK GLIM frE,F. .. RELIABILITY OF UTILITY RFO•NTIDN OEPICIm ACC•ODRD TO F@ S ENGINEERS-SURYppECCY 5-S�FIJTISTS E UTILITY coMruaIATIOM THE ROADWAY AND ROW F7 E5 WERE PROYDm TO 11NtF BY onRERs AN0 PRELIMINARY-FOR INTERIM REVIEW ONLY ROUND ROCK/WILLIAMSON COUNTY TEXAS .. E UTILITY END POINT : :zw :. -.. { , •a.r a ABN.ABANDONED UTLITY WARMIF PIiFO3E4 OILY. �IW tsV MA AMw IOLBI QUALITY LEVEL B - n` __..s�- ::. TIDOT TRAFFIC SIGNAL.TXDOT UMW TRAFFIC SIGNAL P M•tar hm ;I MEN H MW EE1SSO Tom" �' ALFF IOLCI DUALITY LEVEL C I AM ALL ASSOCIATED APPIRtTEMANCFS ARE NOTA pWN al THESE FILMES Ylry r.Arvp�y p uyr 11r • x OLD;QUALITY LEVEL 0 F-ECTFRC,I _NI Ci.'I.LCTRIC DFl.I'F.Rf 5XS.-zMJTIONa ROSAURA BARRAGAN :.59 75O-S?.51 WASTEWATER FLOWLIE WFORMATIOI SHOWS NElEOH ARE BASED OR FELD ■MVYC^� x TBR TO BE REMOVED ELECTPI-*I ONCOR ELECTRIC OELIYER,'ITP.ANSMJSSxiNI CUP.T SHW EI?-2t5-0262 MEASURED DWPTHS AM SRALL BE DEEMED APMOMMATE. Ryan 0.Levis 95767 12/3/2018 �' M� 4R �IVi AWM Nu a 2 OVFAIEAD UTILRES CLIElECTK:CNE3i =LCRA<7RAKiMIS57Cda9 RAY UtlP.r2f 51?.-STF-4463 TELEPHONE PAR SIZES SHOW HERON ARE SHOWN FOR INFERENCE TIp r It"II- 1W Do% .;F*-,}'', CGtNTRGL%OtN7 E'_E�TF:C�E3i -T:'fX17 ONLY. MMZP IYlAr -ar r•a !lRII >tl•a a _ ... ... ....... ... ... ........... ... ... ....... ... ..._... ... ...__. ... .. ......... ........ ............ _. ....... _:_.. 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UTLIIES. 0 15 30 45 60 LEVEL V DEPICTED ACCOIONG TO 1ECOM BFOWATION AND EXISTING SASSOCIATIED UTILITY ® POWER Pa.i! PCIiFIFCIMNL IFIDMa AS OFITAIED ,� PPC) IE -§ w• '� ti. ..` P:'Rn ROWER POLE.y•'iiSER OWNERSHIP LEGElk OrtTQ3,:b LEVELNOM LIE MO AE FROM AV RECONSANEWONdATM ' 9MCpOEOBTAWEDCAFM PP0CAMERA EeC ELEC..T)NC e09 UTILITY LAYOUT PLAN FM 9'ELE^.TRIC�iET£R UN.ESS 071ER1g5E�1p7�,UELITY LINE(PIIS DEPICTED IFPRESFNf FIELD RM 620 LP-!, LIGHT FOt.E OE9CIUTWMG LIMITS AMD NDT ETD Parrs OF UT&lTIES. FROM DEEPWOOD DR.TO IH-35 TRA.:Sd�GSSK!tl TOWER - URITY W01MATION LABELED LEVEL'C OR'MIS DEMVM INN FURNISHED RFCOFID&SUCH INFORMATION MAY MDT BE ACCI.I1ATE OR REMal v-HAIPF CITY OF ROUND ROCK -nASIS I"_;EW,:TPoC TRANS'F'ORMER - _ - ASSOCIATES E)PRESSLY pSCtY6 7 THE ACr1lGCY Oi HHALLFF ASSp�Ip7ES,WC. OtiY W4',E - - fH1AB1.IIY aF UT11IY IMMT10NEAACCdOW1O TO iraCONS ENGINEERS SURVEYORS-SCIENTISTS UTILITY CONTMATION - THE ppADWAY ND 8011 F1.Es WERE PpOV�p TO .P BY OTIEAs AND PRELIMINARY-FOR INTERIM REVIEW ONLY ROUND ROCK/WILLIAMSON COUNTY TEXAS E UTILITY END POINT i- xa .. S , ` -: AHE%W+FDR i1EFElENCE PUIMOSFS ONLY. TWr 4.—ft—f-lr*t%F.W- ■ ■ r ^• a {'.: ADN. QUAIDOFEU UTLffY - STOIBM>EIIER T7D0T TRAFFIC 51pUL,tJOOT O~jt r !OLeI QUALITY LE,/EL B .- i.s_.;.t. ISSOQII AprypTENNC6 LEGHrNO PFM TRAFFIC SariNIVL F..Ib Arr ;■; HALFF' IOLCI DUALITY LEVEL C f•.k"r L-.,:;; ,� 3G ND ALL TED WHA SHOWN ON TNESE PLAFM Mrs IA M p�rrr V� 4 F ECTR�,f.+ =ONCOR£tECTRIC OFA.IVf.Ttr!eAS i'=;idE!TIGi1 ROSAURA R.WRACAN x.r9-,:O-535! 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AIE SOWN R'OR RRFQW7IN;E °NLKWgAafvy,prsr� ...:. H A L F F s<1r g„ ABN. -- STORM! TAM TRAFFIC TmOT LICHTNG IPWI TRAFFD sRGNAL R��fR.1=o.WW,.RIr1 PVPMMM. ■ ■ QUALITY VE Lme x f IaCi QUALITY LEVEL C u N_ :-- .a AND ALL ASSOCIATED APPIRNQI�ARE NOT SHOW aN TFESE PLM75. Yny—��p�Uz xW S 10LDH QUALITY LEVEL D f`EYTffi x PNCOR LEt,T OFl RF 531 Rk1UTK 4 ROSAURA SAP.HACAN S4 t:nT-5?S! WASTEWATER FLONLEE INFORMATION SHOW F@EON APE BASED ON FE3DTRpF -119 '+'•t r li(Ml TO fE REMOVED ELECTk-101 <eNCOR ELE"TRK DELIVER•iTP.ANSNlSk0k7 CURT SHARP 817-215-C-162 MEASUm 06DS AND SHALL BE DEEMED AMROIl1LATERyan D.Levis 95767 12/3/2018 �M MIMIM umawl OWN FU PL OH OVERHEAD UTLITES E•J.ECTR'w:F_?! =i.CRA tTRN-0WSSTOtO RAY W.IFi512-575-440 iOflILYASIZES HEREON NFOR OASi1GETi IffECGPS CONTRA POECTFCiTO . IIMlP AWN* MDV P•or — Ww I m _. ... ... _ ... ..._... _............... ............ ....... ... ... ... ................................................... ......._. 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Ci iCf.:; LEVEL VINFORMATION OBTA9ED THROUGH APPLICATION7W OF SED �"• PROPOUTILITY LME APPROPRIATE SURFACE GEOPHYMAL METHODS TO DETERMINE UTILITY LME TO BE ABANDONED TIE EM34CE AND APPROXIMATE HORIZONTAL POSTION OF UTLITY LME TO BE REMOVED urLr ES. 0 IS 30 45 60 a �sY't F ' .:F"::�i LEVEL'C' ��A YFIC INFORIMT100 WAS�TION AND E)057NC SCALE 1'60' a _ ED PPQ POrFR P..IF.- NOT&LIE SRES FROM AVAILABLE RECORDS. • - d PP:'R a,, POWER PGL£•;'FUSER OWTERSHp L.EGERDt OIINEJi COHTACTt PHONEt LEVEL.-W DEPICTED ACCODNG TO RECORD IFORMATON. ' CAM PPQ CAMFY.A H'LE ;PS:' r ...z; ::y..c� ND ELECTRONIC INFOIaTION WAS OWTA1NEa UTILITY LAYOUT PLAN EB�ELECTRIC-,OX - UNLESS OTHERWISE UTI.TTY LIE UNTIL D09MM IFPREZHT FEND RM 620 ._ `'.. FM 2: FlECTHW:MUER :. _ _ NpTED, LP LIGHT POLE. DESIGNATING LIMITS AID NDT END POINTS OF Ui111E5. UTILITYINFORMATION LABELED LEVEL.VOR 46 DERIVED FROM FURNISHEDFROM DEEPWOOD DR.TO IH-35 TPAN'SLATSK:N TGINFR ... RECORDS.SUCH INFORMATION MAY NOT RE ACCURATE OR FN 3 A c_HALFF �pL CITY OF ROUND ROCK ANS ;ELECTRIC THANL'Fu'NtiNEHH - - ASSOCIATES E) YIF FR TIE ACQRAT.Y OR £R FF AS53 IA FSS.N .. - r ACCORDBD TO RBDOADS ENGINE S-SUR Y - �IENTISTS - TIE fOADWAY AIO Rolr FI-ES rERE PRovom TO HALFF BY onERs AND PRELIMINARY-FOR IN REVIEW ONLY ROUND ROCK/WILLIAMSON COUNTY TEXAS GUY W1RF- F UTILITY CONTINUATION . - - E UTILITY EMD POINT "� ":aa� - s: ARE SHOWN FOR REFERENCE PURPOSES ONLY. Th—4s—ft 11r bt rm IbNr ABN. ABANDONED UTEM -.-::..:. -- - STORM T)DOT TRAFFIC T1m0T LLGTTBD LIM TRAFFIC SAALAL ■ ■ awl rat ■■■ HALF OLE)OUALRY LEVEL B .<<., M.N",P#.::7. �€ MLaeti.tr .S. .,', iOOLLC)OUAUTY LLQ•D AND ALL ASSOGATm M'G&M ME NOT ON THESE H'LNS. .:..Arw�++a ar u�11� ■..■ •_ LEL�F� f...F.CTP.,£i =(ICOR ELECTRIC DFI.IVF.R Ffi1S?RDUITIOIU ROSAIiRA 8.1RRAGAN _54,:A-5.151 WASTEWATER FLOW.IE IFONMATION SIOIRN IE7EON ARE BASED ON HELD •WMYWN ;x, ITBRI TO BE REMOVED E_ECTRiCNEIN -ONCOR ELECTRIC OELUVER?(TP.ANSWSSiOw CUP•T SHARP 817-2'S-6262 MEASURED 0lFTH6 AND WILL BE OmED APPIOXNATE Ryan O.Levis 957E7 12/3/2018 MmN aMM OAT[ IOYi N107a R OC OVERHEAD I7TB.TTES F FLTRz,NE2! =LCRA LTRANSMISSIO:O RAY UL.L.RECet 812-578-4467 TELEPH O E PAR SM SHOWN IEMON ARE SHOWN FOR REFERENCE Ap r MM Or R Gh �� NOVpiR T.q lfML 191 OM CPA CONTRC-L-wrr PECTFUCiE3i TYDOT ONLY. i0M ____------------______.......___---------_____-----------___----------__................._________________.........--------- -----------. Form ROW-U-35 (Rev.09/18) Page 10 Attachment "G" Betterment Calculation and Estimate Elective Betterment Ratio established: o.00%% (Calculation attached) X Forced Betterment (Provide supporting documentation) ❑ Not Applicable Initial Date Initial Date TxDOT Utility Utility Name: The City of Round Rock ROW CSJ: 0683-01-092 Construction CSJ: 0683-01-056 U-number: 14697 Betterment Calculation and Estimates L) Betterment does not exist in this agreement. (i 0.00%% Betterment U Non-elective Betterment exists in this agreement. Procedures for Computing Elective Betterment Credit 1.) Prepare a plan and estimate of cost for replacement of the existing facility in the most economical manner, as required by the transportation construction project. (A) 2.) Prepare a second plan and estimate including the betterments that the utility elects to build. (B) 3.)Subtract the two(above items)from one another to arrive at the difference: B-A=X 4.)Compute a betterment credit percentage based upon the ratio :X/B= Elective Betterment Betterment Calculations Description JAmount Estimated Total Cost of Relocation (B) Non-betterment Estimate (A) Difference 0.00 Ellectove Betterment Percentage: nan Please include detailed estatmates and supporting documentation for both estimates. Non-Elective Betterment Please provide justification for each location Of non-elective betterment(use station #s) Forced betterments: also known as non-elective betterments; those necessitated by transportation project construction, as shown below; this type is usually a reimbursable cost item. The following are reimbursable items and must be properly documented by the utility: ❑ non-stocked items that are uneconomical to purchase; ❑ items to comply with governmental laws and ordinances; ❑ appropriate regulatory commission codes; 0 published, current design practices regularly followed by the utility in its own work; 0 installment of replacements of equivalent standard, although not identical; ❑ betterments for which there are direct benefits to, and/or are required for, the transportation project. mom ■o■ HALFF MEN ATTACHMENT "G" BETTERMENT DOCUMENTATION U-Number: U14697 ROW CSJ: 0683-01-092 RM 620 City of Round Rock Utility Relocations Please see attached worksheet. All pipe diameter increases from 6" to 8" are forced betterments required due to minimum pipe sizes in the City of Round Rock's Utility Criteria Manual. In the one instance of an increase to a 12" highway crossing, the new crossing is replacing two existing 8" crossings. The capacity of the new improvement is equivalent to the capacity of the two existing lines. HALFF ASSOCIATES,INC. x500 A•,M2.ERGLF=%9LL° ,P-ULMNG:—.:.UITE 125 TEL (.=12) -ICrjC. lr li;:.Hr,LFF.Ct]f At13TIN.TX 7«729 [sig (5i2) �3•e'I71 ATTACHMENT"G" SUPPLEMENT WATERLINE REPLACEMENT EXISTING PROPOSED NAME PIPE DIA. LENGTH PIPE DIA. LENGTH BETTERMENT COMMENTS WLA 12 534 12 536 NO Relo for conlfict. WLB 8 554 8 554 NO Relo for conllict. WLC 8 594 8 584 NO Relo for conifict. WLD 8 154 8 152 NO Relo for conlfict. WLE 8 278 8 276 NO Relo for conlrict. WLF 8 455 8 356 NO Relo for conifict. WLG 8 457 8 384 NO Relo for conilict. WLH 8 526 8 409 NO WLH crossing of UPRR tracks is replacing exisitng 8"RM 620 crossing at CL sta 499+00. WLI 8 740 8 137 NO Prop.8"portion is replacing two existing 8"lines parallel to RM 620. 16 191 16 260 NO Extra pipe is to allow perpindicular crossing of RM 620. W1J 8/6 276 8 123 NO Replaces existing crossing of Chisholm Trail.Exist.6"pipe is abandoned but not replaced. WLK 8 237 12 239 NO Consolidating 2-8"crossings at CL sta 491+30 and 497+00. WLL 6 202 8 192 NO Ex.6"crossing is ini conflict with proposed storm and is unencased under new pavement limits.CoRR utility criteria requires that new main be min.8". WASTEWATER LINE REPLACEMENT EXISTING PROPOSED NAME PIPE DIA. LENGTH PIPE DIA. LENGTH BETTERMENT COMMENTS WWLA 6 1050 8 1056 NO Forced betterment.CoRR criteria is 8"min.diameter. 12 1203 12 1269 NO Relo for conlrict. WWLB 12 228 12 240 NO Relo for conlfict. WWLC 6 133 8 173 NO Forced betterment.CoRR criteria is 8"min.diameter. WWLD 6 607 8 376 NO Forced betterment.CoRR criteria is 8"min.diameter. W W LE 8 610 6 270 NO Road Bridge impovements eliminates existing 8"WW crossing of RM 620 at CL sta 498.W WE allows for redevelopment of Commons site by connecting to existing 8 318 NO WW system south on Chisholm Trail. City of Round Rock Utility Criteria Manual: Section 1. 6.2 B adopted) requirements will be determined in accordance with the City Fire Code and associated rules. c. The minimum residual pressure at any point in the affected pressure zone at peak day plus fire flow must not be less than twenty (20) psi. 4. Sizing of Water Mains All water mains shall be installed in accordance with the Water Master Plan adopted by the City. Computer modeling shall be required for sizing water mains on a case-by-case basis. However other engineering calculation methods may be considered to size water mains that are less than sixteen (16) inches in diameter. (However, no water main shall be sized smaller than the diameter shown in the City's Water Distribution System Master Plan or as determined utilizing the City's Water Distribution System Water Model.) The largest diameter, as determined by comparing the service area's peak hour demand and peak day plus fire flow demand, shall be used. All water mains shall be sized to provide necessary service to the tract being developed. The City may require oversizing of certain mains in accordance with City ordinances. 5. Storage Requirements If it is determined by the City that additional storage is required, the following criteria shall be used: Effective Storage = 100 gal/person Emergency Storage = 100 gal/person TOTAL STORAGE = 200 gal/person Effective Storage is defined as storage that will provide a minimum of fifty (50) psi of pressure at the highest service elevation in pressure zone. The Engineer may be required to provide computer simulations as determined on a case-by-case basis. B. Mains 1. Minimum main size shall be eight (3) inches unless the City approves a smaller size. The minimum size will be governed by various factors which include fire protection requirements, high density land usage, and the designer's consideration of general system gridding, future transmission mains, neighboring developments and area configuration. Looped systems with more than one feed are required for service reliability. An Intervening valve is required for looped systems. Intervening valve locations will be approved by the Utilities and Environmental Services Department. Transmission line sizes will be determined on a case-by-case basis, if not already identified in the City's Water Distribution System Master Plan. 2. Three (3) inch, ten (10) inch, fourteen (14) inch, and other non-standard 11 Form ROW-U-35 (Rev.09/18) Page 11 Attachment "H" Proof of Property Interest ❑X Supporting documentation of compensable property interest that establishes reimbursement eligibility as referenced in Texas Transportation Code §203.092. ✓0 Property interest documented through applicable affidavits and required attachments. ❑X ROW-U-1 A and X X ❑ ROW-U-1 B Or ❑ ROW-U-1 C ❑ The roadway improvement project is designated as an Interstate Highway project; therefore, no supporting documentation of compensable interest is required. Initial Date Initial Date TOOT Utility Utility Name: The City of Round Rock ROW CSJ: 0683-01-092 Construction CSJ: 0683-01-056 U-number: 14697 Proof of Property Interest Form 0 ROW-U-1 A ❑ ROW-U-1 B ❑ ROW-U-1 C x❑ Has provided supporting documentation of compensable property interest that establishes reimbursement eligibility as referenced in the Texas Transportation Code section 203.092. ❑ On Interstate highways, Texas Transportation Code section 203.092 provides that utility reimbursement for facility relocation is dependent upon whether the relocation costs are eligible for federal participation. No proof of property interest is required because pursuant to current state and federal law, federal participation is 100%00 of all eligible costs. Notice of Confidentiality Rights: If you are a natural person,you may remove or strike any of the following information from this instrument before it is filed for record in the public records: your Social Security Number or your Driver's License Number. Tesayr pa of Ttanpot sgoration Form ROW-N-30 (Rev.02/16) Page 1 of 2 NOTE: THIS FORM IS INTENDED SOLELY FOR USE BY THE TEXAS DEPARTMENT OF TRANSPORTATION. USE OF THIS FORM BY PRIVATE PARTIES ATTEMPTING TO QUITCLAIM OR CONVEY PROPERTY MAY RESULT IN THE UNINTENDED CONVEYANCE OF THE GRANTOR'S INTEREST TO THE STATE OF TEXAS. QUITCLAIM DEED THE STATE OF TEXAS § ROW CSJ: 0683-01-092 COUNTY OF WILLIAMSON § KNOW ALL MEN BY THESE PRESENTS: That, City of Round Rock of the County of Williamson, State of Texas, hereinafter referred to as Grantors, whether one or more, for and in consideration of the sum of one Dollars ($1.00) and other good and valuable consideration to Grantors in hand paid by the State of Texas, acting by and through the Texas Transportation Commission, the receipt of which is hereby acknowledged, and for which no lien is retained, either expressed or implied, have Quitclaimed and do by these presents Bargain, Sell, Release and forever Quitclaim unto the State of Texas all of Grantors' right, title, interest, claim and demand in and to those certain tracts or parcels of land, including any improvements thereon, situated in the County of Williamson, State of Texas, more particularly described in Exhibits "A-B," attached hereto and incorporated herein for any and all purposes. TO HAVE AND TO HOLD for said purposes together with all and singular the rights, privileges, and appurtenances thereto in any manner belonging unto the said State of Texas forever. IN WITNESS WHEREOF,this instrument is executed on this the day of , 2019. CITY OF ROUND ROCK By: Its: * N30* Form ROW-N-30 (Rev.02/16) Page 2 of 2 Acknowledgement State of Texas County of Williamson This instrument was acknowledged before me on by ,the of City of Round Rock, in the capacity and for the purposes and consideration recited herein.. Notary Public's Signature Reissued 12/04/15 Page 1 of 5 EXHIBIT A County: Williamson Highway: R. M. 620 Limits: Deepwood Dr, to IH 35 CSJ: 0683-01-092 PROPERTY DESCRIPTION FOR PARCEL 1 DESCRIPTION OF A 0.15€3 ACRE (6,883 SQUARE FOOT) PARCEL OF LAND SITUATED IN THE J.M. HARRELL SURVEY, ABSTRACT NO. 284, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF A REMAINDER OF THAT CALLED 18.004 ACRE TRACT (TRACT 5 EXHIBIT A-9) AS DESCRIBED IN DOCUMENT NO. 2002071335 OF THE OFFICIAL PUBLIC RECORDS OF WILLIMSON COUNTY, TEXAS AND CONVEYED TO A.H. ROBINSON, ET AL BY INSTRUMENTS RECORDED IN VOLUME 1996, PAGE 197, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AND SAID DOCUMENT NO, 2002071335. SAID 0.158 ACRE (6,883 SQUARE FOOT) PARCEL OF LAND BEING MORE.PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLO\,'JS: BEGINNING FOR REFERENCE at a copped '/a" iron rod found, 84.74 feet left of proposed Ranch to Market (R,M.) 620 baseline station 460+04.96, in the easterly boundary line of that 1.363 acre tract of land conveyed to the City of Round Rock, Texas, by instrument recorded in Document No. 2010030110 of the Official Public Records of Williamson County, Texas, also known as Deepwood Drive Extension, FLlture Arterial C, being the westerly boundary line of the remainder of said 18,004 acre tract; THENCE, with the common boundary line of said 1.363 acre tract and said remainder of the 18.904 acre tract, S 5428'18" E for a distance of 9.92 feet to a '/x" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type 11 monument), 79.00 feet left of proposed R.M. 620 baseline station 460+12..76, being the curving northerly proposed right-of-way (ROW) line of R.M. 620 (ROW width varies), for the northwesterly corner and POINT OF BEGINNING of the herein described parcel: THENCE, departing the easterly boundary line of said 1.363 acre tract, with said proposed ROW line, through the interior of said remainder of the 18.904 acre tract, the following four(4)courses: 1) Along a curve to the right; having a delta angle of 08007'54", a radius of 2,279.00 feet, an arc length of 323.44 feet, and a chord which bears S 85°3739" E for a distance of 323.17 feet to a %': iron rod with TxDOT alunninum cap set (to be replaced with TxDOT Type 11 monument), 79,00 feet left of proposed R.M. 620 baseline station 463+25.00, for a point of non-tangency of the herein described parcel; 2) N 85°44'11" E for a distance of 26.62 feet to a %V iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type 11 monument), 85.00 feet left of proposed R.M. 620 baseline station 163+50.00, for a point of curvature to the right, 3) Along said curve to the right, having a delta angle of 03°1745", a radius of 2,285.00 feet, an are length of 131.44 feet, and a chord which Dears S 79°15'45" E for a distance of 131.43 feet to a .!12,= iron rod with TxDOT alurninum cap set (to be replaced with TxDOT Type it monument), 85.00 feet left of proposed R.M. 620 baseline station 464+76.55, for a point of tangency of the herein described parcel; Reissued 12104/15 Parcel 1 Page 2of5 4) S 77"36153" E for e distance of 28.18 feet to a B7 iron nod with TxDOT aluminum cap set (ho be nap|omad with TxD(]T Type || monument), 85.00 hse( left of proposed R.M. 620 baseline station 485+02.74. being the existing northerly RDVV Una of R.M. 620 (ROW width vmriom), same being the southerly boundary line of said remainder of the 18.004 oona baot, for the most easterly corner of the herein described paroe|� THENCE, departing said proposed ROW line, with said existing northerly ROW line, same being said southerly boundary line of the remainder of the 18.904 acre tract, the following two (2)courses: 5) S 83'25'12"W for a distance of 84.15 feet to a TxDOT Type I concrete monument found for a point ofcurvature tothe left ofthe herein described parcel; 8) Along said uun/a to the |eft, having a delta angle of 08"50^42". a radius of 2,351.83 feot, on arc length of 404.11 feet, and a chord which bears N 83059`28" VV for o distance of 403.61 feet to e copped iron rod hzund, being in the common boundary Una of said 1.363 acre tract and said remainder of the 18.904 acre tract, for the most southwesterly corner of the herein described parcel; 7) THENCE, departing said existing northerly ROW line ofR.K8. 020. with said common boundary line, N 54028'18" Wfor odistance of 22.08 feet tothe POINT OF BEGINNING, containing 0.158 acres (8.8O3square feet)ofland, more orless. This property description is accompanied byaseparate panza| plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No. 42U3. NAD 83 THE STATE OFTEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OF VV|LL|AK48ON § That |. M. Stephen Trueada|e. o Registered Professional Land Gumeyor, do hereby certify that the above description is true and correct to the best of my knowledge and belief and that the property described herein was determined by a Survey made on the ground under my direction and supervision. WITNESS MYHAND AND SEAL o1Round Rock, Williamson County, Texas. c/n,6 Zl"�/t/l/rIx . Registered Professional Land Surveyor No, 4833 Licensed State Land Surveyor Inland Geodotics. LLC Firm Registration No: 100591-00 15O4Chisholm Trail Road, Suite 1O3 Round Rock,TX78681 LOX H I B I T PLAT TO M PANY PARCEL DESCRIPTION Relslued 12/04/15 PAGE 3 OF 5 NUMBER DELT=A RADIUS LENGTH CHORD CHORD BEARING C 1 08-07,54 2279. 00' 323. 44' 323. 17' S85* 3739"E C2 03- 17"415" 1 2285. 00' 131. 44' 131.43' S79" 15'45"E C3 09'50' 42" 2351. 83' 404. 11 ' 403.611 N83059'26"W (C4} 1235 5 1. 83' ) ( 1434. 20' ) ( 1412,08' l (N85- 55 LL uJ- P; )o o Lu LL'�j lu 'u 0 C) 0 110 100 C). O(DN s. Uk Ltj C;n: 0 I A.H. ROBINSON, ET AL I m 100, ui 0 VOL. 1996, PG. 197 O.R.W.C. T. DOC. NO. 2002071335 O..P. R.w.C.T. (REMAINDER OF 18.904 AC. ) TRACT 5, EXHIBIT A-9 DESCRIBED IN DOC. NO. 2002071335 PROPOSED 10' STA.0. 3-25.00 P.O. Bs EASEMENT 7904'6LT r--STA. 464-76.55 PARCEL 1 0. lr� STA. 163+50.00 8 AC* 85,00' LT P.O.R STA. 4607f2.76 6,883-SO. FT. 85.00' L'r SlA. 465+02.74 PARCEL I i f-79.00 * LT r-95.00' LT. T STA. 1,04.96 -c I-pqo-P -E .0 110 84 74160L R� SEEE DE ETAH. �R oh C3 '3 (21 R. M. 620 (R.O.W. WID74 VARIES) 463-00 1 00 462.00' 4 6)9 C" 't 60.00 P.QOPQSED M + to i:x IST I,t'I o 0 P.Q. B. PARCEL I STA. 4604 12.76 79.00' LT P.0.R. G" PROPOS PARCEL I I q-j 0 STA. 460-0,.-c 84.74' LT 4S NUMBER D I RECT I ONDA STANCE PROPOSED R.M 620 BASELINE pf STAIION 458-02.3? L I 554"28' 18"E 9. 92' DELTA 36* 23' 27* IRT} 1-2 N85"44' 1 '1 "E 26.6 2' DEGREE OF CURVE 02* 36' 16* 6,20 TANGENT 723.13 R. N4. L3 S77036"53"E 26. 19' LENGTH = 1397.31 RADIUS 2200.00 L L4PC STATION 450-79.24 DETA 11- S88"25' 12'W 84. 15' PT STATION 464-76.55 N. 1. S. L5 N54" 28' 18 IE W 22.08' P,C. P.1. P.1. (S54-_-4;7'02:'E) (31. 98' ) X X=3t24711.5163 -3125372.0997 X-3126078.3997 Y-10160916,1951 Y-10161210.3817 Y-10161055.2803 PARCEL PLAT SHOWING PROPERTY OF I N L A N D u Texas Dcpartment of GEODETICSJ ]R A. H. ROBINSON, ET. L. Ey 0 S up PROFESSIONAL LAND SURVEYORS ............................. i 10 ILSF04 CHISHOLM TRAIL RD'STE. 3 D 'o' ROUND ROCK,TX.77ZTl 8 8 P PH (51 2). 1251 SCALE c'si pr� H.(512)238-1200JAX014238-1251 OJECT CaINTY PARCEL I pr 1,t = I 0(y 0683-Oi-092 FIRM REGISTRATION:100591%0 IF RM 620 WILLIAMSON FXH BIT "A" PLAT T T ACCOMPANY PARCEL DEN' RI '�3 IO.LV Reissued 12/04/15 PAGE 4 OF 5 1 LEGEND ■ TXDOT TYPE , CONCRETE MONUMENT FOUND It PROPERTY LINE O 1/z IRON ROD SET W/ TXDOT ALUMINUM CAP I } RECORD INFORMATION TO BE REPLACED BY TYPE It MONUMENT LINE BREAK !� p TXDOT TYPE 11 CONCRETE MONUMENT FOUND LAND HOOK P.O. B.. POINT OF BEGINNING IRON ROD FOUND UNLESS NOTED P.O. R. POINT OF REFERENCE G> IRON ROD FOUND WrPLAST I c CAP N.T. S. NOT TO SCALE D.R.W.C.T. DEED RECORDS ! 0 COTTON GIN SPINDLE. FOUND WILLIAMSON COUNTY, TEXAS I X X CUT FOUND 0. R.W. C. T. OFFICIAL RECORDS 60/D NAIL FOUND WILLIAMSON COUNTY, TEXAS ` CALCULATED POINT 0. P.R.W.C. T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS IRON ROD W/ ALUMINUM CAP P.R.W.C. T. PLAT RECORDS I STAMPED "TXDOT" SET WILLIAMSON COUNTY, TEXAS (UNLESS NOTED OTHERWISE) CENTER LINE I} All bear Ings shown hereon are based on grid bearing. All distances are surface distances. CoordInotes are surface values based on the Texas State Plane Coordinate System, NAD 83, Central Zone using a combined surface cid iustment factor .of 1.0001 1. THE SURVEY SHOWN HEREON WAS PREPARED IN CONJUNCTION WITH THAT COMMITMENT FOR TITLE INSURANCE. GF NO. 9-091-14-1011, ISSUED BY TEXAS AMERICAN TITLE COMPANY, EFFECTIVE DATE JANUARAY 15, 2014, ISSUE DATE JA,' ARY 2'4, 20I4. 101. AN EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME. 233, PAGE 459, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT'. D. AN EASEMENT uRANTEQ TO TEXAS POWER & LIGHT COMPANY, [3Y INSTRUMENT IN VOLUME 233, PAGE 450, AND VOLUME 235, PAGE 58, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. E. AN EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 234, PAGE 135, DOES NOT AFFECT AND VOLUME. 2.36, PACE~ 337, OF THE (SEED RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. F. AN EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 281, PAGE 491, DOES NOT AFFECT AND VOLUME 282, PAGE 409, OF THE DEEM RECORDS OF WILLIAMSON COUNTY, TEXAS, FROM ITS DESCRIPTION CANNOT BE LOCATED. G. AN EASEMENT GRANTED TO LCRA, BY INSTRUMENT 1N VOLUME 334, PAGE 433, DOES NOT AFFECT AND VOLUMIE 334, PAGE 437, DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. H. A TELECOMMUNICATION SYSTEMS AND LINES EASEMENT GRANTEE) TO SOUTHWESTERN BELL TELEPHONE COMPANY BY INSTRUMENT IN VOLUME 461, PACE 530, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS As SHOWN. 1. AN UNDERGROUND TELECOMMUNICATION SYSTEMS AND LINE EASEMENTS GRANTED TO SOUTHWESTERN BELL TELEPHONE COMPANY BY INSTRUMENT IN VOLUME 676, PAGE PAGE 506, OF THE: OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS; AFFECTS AS SHOWN. J. AN ELECTRIC AND TELEPHONE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 790, PAGE 484, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. K. A WATER, SEWER AND GAS EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN VOLUME 894, PAGE 4A, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFFCT AS SHOWN. L. A WATER, SEWERAND GAS EASEMENT GRANTED TO CITY OF ROUND ROCK. BY INSTRUMENT IN VOLUME 894. PAGE:: 56, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. M. A WATER, SEWER AND GAS EASEMENT GRANTED -1'0 CITY OF ROUND ROCK, BY INSTRUMENT IN VOLUME 894, PAGE 60, OF THE DEED RECORDS OF WILLIAMSON COUNTY, DOES NOT AFFECT, AS AMENDED BY RELEASE IN DOCUMENT NO. 2005077775, OF THE OFFICIAL RECORDS OF WILIIAMSON COUNTY, TEXAS, DOES NOT AFFECT. N. AN ELECTRIC AND TELEPHONE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME. 900, PAGE 876, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DUES NOT AFFECT. .. .. PAROL PL.'kT SIHOW I NG PROPIEPTY OF FPROFESSIONAL LAN Du _ O D ETI CS .i A. H. HOB I N N T , AL. Tcxas Deparlrnenl of Transperdallon LAND SURVEYORS __..........._..._-_....... SHOLM TRAIL RD.STE,103ND ROCK,TX.78681SC +LL C5�1 .. (PROJECT COU1�aT`€ �238-1204,FAX 1512?239-1251REGISTRATION:144501 0o 1 10O, 0683-01-092 RM 620 I!ar'I LL I AMSON EXHIBIT00,010 1 PLAT TO A-1LO; AhPARCEL DLcTP TON Reissued 12/04/15 PAGE 5 OF 5 0. AN EASEMENT AND AGREEMENT BY AND BETWEEN TEXAS POWER & LIGHT COMPANY AND THE CITY OF ROUND ROCK, BY INSTRUMENT IN VOLUME 926, PAGE 347, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, SUBJECT TO, P. AN ELECTRIC EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 1430, PAGE 80, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS. DOES NOT AFFECT. 0. A UTILITY EASEMENT GRANTED TO THE CITY OF ROUND ROCK, BY INSTRUMENT IN VOLUME 2699, PAGE 609. OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN.. R. AN UNDERGROUND TELECOMMUNICATION SYSTEMS AND LINES EASEMENT GRANTED TO SOUTHWESTERN BELL TELEPHONE COMPANY BY INSTRUMENT IN VOLUME 2721, PAGE 20, OF TI4E OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT, S. TERMS, CONDITIONS AND PROVISIONS CONTAINED IN THAT CERTAIN JOINT ACCESS DRIVEWAY EASEMENT BY INSTRUMENT IN DOCUMENT NO, 2006081807, AS AMENDED IN DOCUMENT NO. 2008082002. AND AS AFFECTED BY COMPLETION AGREEMENT JOINT ACCESS DRIVEWAY AGREEMENT, IN DOCUMENT NO. 2011033284, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT, T. TERMS, CONDITIONS AND PROVISIONS CONTAINED IN THAT CERTAIN POST CLOSING AGREEMENT IN DOCUMENT NO. .2006081806, OF THE OFFICIAL. PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. U. A WASTEWATER LINE EASEMENT GRANTED TO THE CITY OF ROUND ROCK BY INSTRUMENT IN DOCUMENT NO. 2011054043. OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT v TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT ««..a,aa,.asa.uaa.axaa:a«,sa,.«+e.rs THE PROPERTY SHOWN HEREIN ','dA5 DETERMINED BY A u?l IM TEPHI'N TRU �E,�ALE SURVEY MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION. � V 6 1111 f�y /lAul M. STEPH N`TRUESDALE DATE: REGISTERED PROFESSIONAL LAND SURVEYOR NO, 4933 ACRES `_�ff,1RF FEET LICENSED STATE LAND SURVEYOR INLAND GECDET I CS, LLC ACOU I S I T I ON 0, 158 6,883 FIRM REGISTRATION NO. 100591-00 CALC/DEED AREA 7.2I ( 3!4,373 1504 CHISHOLM TRAIL ROAD, SUITE 103 ROUND ROCK, TX 78681 REMAINDER AREA 7.059 1 307,490 1N L o0. N [Q D __. PARCEL_ FLAT SHOWING PROPERTY O �. u G EO Q E`T I CS .i $ H. ROBINSONo T. AL. Texas Department of Transportation PR.O ESSIONAL LAND SURvEYOxs 1504 CHISHOLM TRAIL RD.STE.103 ROUND ROCK,TX.78681 r"H.(512}238-120O,FAX(51k)238 1251 SCAB CS<} 1 ROJ1=CT COUNTY PARCEL I 11 FIRM REGISTRATIGN.101591-00 I = I Ola` 0683-01-092 RM 620 `r`I LL I AMSON Revised 04/25/17 B Pege1of7 EXHIBIT__ County: Williamson Highway: R. K0. 820 Unmhe: DeepwoodDr, ho |H35 CSJ: 0683'01'082 PROPERTY DESCRIPTION FOR PARCEL 5PART 1 & 2 DESCRIPTION OF TWO PARCELS OF LAND TOTALING 0.231 ACRE (10.086 SQUARE FOOT) SITUATED |MTHE JK4. HARRELLSURVEY, ABSTRACT NO. 284. |NVV|LL|AW1GDNCOUNTY. TEXAS, BEING A PORTION OF LOT 1 BLOCK A OF THE FINAL PLAT OF RR|8O HIGH SCHOOL #1 8U8O|V|3[{]N RECORDED IN DOCUMENT NO, 2010078303 OF THE OFFICIAL PUBLIC RECORDS OF VV|LL|AK48DN COUNTY TEXAS AND CONVEYED TO ROUND ROCK INDEPENDENT SCHOOL DISTRICT BYINSTRUMENT RECORDED |NVOLUME 52R. PAGE 264AND VOLUME b2Q. PAGE 288 OF THE DEED RECORDS OF VV|LL|K4SON COUNTY, TEXAS. SAID 0.231 ACRE (10.080 SQUARE FOOT) PARCELS OF LAND BEING MORE PARTICULARLY DESCRIBED AS PART 1, CONTAINING 0.137 ACRE (5.979 SQUARE FEET) OF LAND AND PART 2 CONTAINING 0.094 ACRE (4.107 SQUARE FEET) [)FLAND AND FUTHERDESCRIBED BYMETES AND BOUNDS A8FOLLOWS: PART 1 (0.137ACRE 8'S79SQUARE FEET) BEGINNING FOR REFERENCE, at a y6^ iron rod with TxOOT aluminum cap set, 86.82 fee{ right of proposed Ranch to PNarket (R.M.) 820 baseline station 470+51.36, being the existing southerly right-of- way (ROW) line ofR W1. 020. (ROW width varies), being an angle point in the north boundary line of said Lot 1; THENCE with the common boundary line of said existing ROW and said Lot 1, N 53"0410^ E for a distance of24.81 feet to a Y2" iron rod with TxDOT aluminum cap set(to be replaced with TxDOT Type 11 monument). 78.37 feet right of proposed RK4. 020 boaa|ina station 470+89.04^ being in the proposed southerly ROW line of said R.M. 820 (ROW width veries), for the Southweshar|ycorner and POINT OF BEGINNING ofthe herein described ponom|� THENCE departing said proposed oouther|y ROW line of RM. 020. continuing with said existing southerly ROW line oyR,K4. 620. same being the northerly boundary line ofsaid Lot 1 the following three(3) Courses: 11) N 53"84`10" E for a distance of 16.92 feet to o point of curvature to the left. and from which a TxDOT Type I concrete monument found bears, N 80'23'11*'W at distance of 6.52 feet; 2) Along said curve, to the |aft, having e delta angle of 04043'43", a radius of 3,870.37 feet, an aro length of 320,10 feet, and a chord which bears S 78018'55" E fora distance of 320.00 feet to a calculated point ofcurvature to the |eft, and from which a }6^ iron rod hound with plastic cap bears. 8 15"13'OO"VVatdistance of2.2Qfeet, 3) Along said curve to the |eft, having o delta angle of 11025'05", o radius of 1.004.93 haet, an arc, length of 200.26 hset, and a chord which beans S 78'31'S6^` E for e distance of 199.83 feat to a }6" iron nod with TxOOT aluminum cap set(to be replaced with TxDOT Type |/ monument), 78.00 feet right of proposed R.M. 820 baseline station 475+81.51 being in said curving proposed southerly ROW fine of R.M. 620, for the most easterly corner of the herein described parcel; Revised 04/25/17 Parcel 5. Part 1 &2 Page 2cf7 TNENCE, departing said existing ROW Une, with said southerly proposed ROW line ofR.N1. 620. through the interior ofsaid Lot 1. the following two (2)courses* 4) Along a ourve to the hght, having o delta angle of 05'26'21", a radius of 4,073.00 feet,. en arc length of 387.13 feet, and a chord which bears N 80020'0311 VV fora distance of 386.99 feet to a �� iron rod with TxOOTa|uminum cap set(to be replaced with TxDOT Type || monument), 78.00 feet right of proposed R.M. 020 baseline ahoUon 472+11,78, for a point of tangency of the herein described parcel; 5) N 77"36'53" VV for a distance of 144'24 feet to the P{}/NT OF BEGINNING, containing 0.137 eonao(5.878 square feed) of land, more or less. PART 2(D.094 ACRE 4,107 SQUARE FEET) BEGINNING FOR REFERE0CE, at a Y2*' iron rod with aluminum cap stamped ''REF8N|TNE88^ set. 215.89 feet right of proposed R.M. 620 baseline station 480+04.52. being in the existing westerly righ�o� way (ROW) line of Lake Creek Dr. (60' ROW width), sarne being the easterly boundary line of said Lot 1', THENCE with the common boundary line of said existing westerly RDVV line and said Lot 1, N 10"53'43'' VV for a distance of 128.40 feet to a 1/2'' iron nod with TxOOT aluminum cap set (to be replaced with TxODT Type |} monument). 90.28 feet right of proposed R.M. 620 baseline station 479+78.55` being in the proposed southerly ROW line of R.M. 020 (ROW width ver[ea), for the most aoutheastedyoornerandPC]|0TC>F8EG|NN]0Gofthehereindeacribedparoe|� THENCE departing said existing ROW line of Lake Creek Dr., with said proposed southerly ROW line of R.M. 620. through the interior ofsaid Lot 1 the following five (5)courses: 8) Along a ourve to the right, having a de|ta angle of 03'51'03", e radius of 184.30 hsat, an arc length of12.3Rfeet, and achord which bears GO0"O1'33" VVfor adistance of12-3Bfeet toe }6^ iron rod with TxOOTa|um/num cap set (to bereplaced with TxODTType || monument), 91.01 feet right of proposed R,M. 620 baseline station 479+66.46, for a point of non-tangency.- N 42°55'37"VVfor a distance of 26.85 feet to a &" iron rod with TxDOT aluminum cap set(Lo be replaced with TxOOTTypa || monument), 71,90 feet right ofproposed R.M. 620 baseline station 479+47.97. for onangle point ofthe herein described parcel; 8) S88"O1`18"VVfor odistance of47.O0feet toe >7-' iron rod with TxOOTaluminum cap set(to be replaced with TxODTType || monument). 75.30 feet right ofproposed R.M. 820 baseline station 47A+O1.84^ for anangle point ofthe herein described tract; 8) S 88"48`48" Wfor a distance of3S.D7 feet to a |6^ iron nod with TxOOT aluminum cap set(to be replaced with TxOOTType || ononumenQ. 78.00 feet right ofproposed R,M. 020 baseline station 478+63.70' for o point Of Curvature to the right; 10) Along said curva to the right, having a delta angle of 03"22'03". a radius of 4078.00 foet, an arc length of 239.68 feet, and a chord which bears N 85'16'08" VV fora distance of 239.64 feet to o '/V |ron rod with TxDOTa|uminumcap set(to be replaced with TxOOTType || monument), 78.00 feet right of proposed RM. 620 baseline station 476+28.61' for point ofcumoture to the left in the existing aouLher|y ROW line ofR.&8. 620. same being the northerly boundary line of said Lot 1, for the most westerly corner of the herein described parcel-, Revised 04/25117 Parcel 5. Part 1 &2 Page 3of7 THENCE departing said proposed ROW line, with said existing southerly RDVV line of R.M. 820, same being said northerly boundary line of Lot 1 the following three (3)courses: 11) Along o curve to the |eft, having a delta angle of 07"18'49", a radius of 1`804.93 faet, an aro length of 128.28 feet. and a chord which bears 8 88"03`17" E for distance of 128.18 feet to a calculated point oftangency; 12) N 88"29'03,` E at distance of 0.87 feet pass a Y2' iron rod found with plastic cap, and continuing for total distance of 200.15 feet to a|6" iron rod found with plastic cep; 13) 8 51"12'45" E for e distance of 30.52 feet to a calculated point, being the intersection of said existing westerly ROW line of Lake Creek Dr. and said existing southerly ROW line ofR.PW. 620. same being the most northeasterly corner of said Lot 1, for an angle point of the herein described parcel; 14) THENCE departing said existing southerly ROW line of R.M. 820. with said existing westerly ROW line of Lake Creek Dc, same being the easterly boundary line of said Lot 1, S 10"58'43" E for distance of 10.73 feet to the POINT OF BEGINNING, containing 0.004 oonas (4^107 square feet)ofland, more orless, Summar( Part 1 =O.137acres (5.879square feet) Part 2 = 0.094 acres (4,107 sguare feet) Total=0.231 acres (10,086 square feet) This property description )uaccompanied byaseparate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate System, Central Zone No 42O3. NAD 83. THE STATE OFTEXAS § § KNOW ALL MEN BY THESE PRESENTS- COUNTY OF WILLIAMSON RE8ENT8-COUNTYOFVV|LL|AK48ON § That ). M. Stephen Truesda|e. a Registered Professional Lend Surveyor, do hereby certify that the above description is true and correct to the best ofmy knowledge and belief and that the property described herein was determined by a survey made on the ground Linder my direction and supervision, WITNESS MYHAND Exl-AIBIT "B FLAT A ACCOMPANY PARCEL D C IPTIO 'E Revised 04/25/17 PAGE 4 Or 7 NUMBER DIRECTION D I STANCE NUMBER DELTA RAD I US LENGI I-1 CHORD CHORD DEAR 11 NG L IN53'04' 1 0"E 24. 81 ' r1, -,n 1 01 0.� 24 1004. 93' 37. 83` 37. 82' I`j83 19' 10"W f 1_2 N a3»C4' I(}"E 1 6. 92' C2 05° 26'2 1 " ! 4078. 00' 387, 1 3' 386« 99' N80'20'03"V� (L3) (x+155°33'09 'E) (41« 73' ) , 0 5 f3'U 1 320« 1 0320. 00' S7 � ,.- L4 NI 3 a C3 04043'43,. 3:fi7 . 3� '�' _, 16 55 28. 49 Lys N42"55'37"W 26. 85' {C3) 104°44'00") '(3879« 72' ) (320.50' ) (320. 4 1 ' ) (5778°48' 43"E L6 ? 588"01 ' 1 9"W 47.00' C4 1 1°25'05" 100,1.93' 200« 26` I- I S 76 3 I 56 E (C5) (21°30-' .51 ') (9370-1, ' � c.{ -__ '037'38 1 3 (36�«5.,, ) (365. 50' ) (S8 ' E) 1 `50 100 r ' PRO ( POSED R.x. 620 B,SCL 1 NE PI STATION 4.76.96,46 I 100' rr DEL IA f 13" 49` C4• MN r; DEGREE Or CURVE } D,. 25' r,7• .E AN;EMT -'84.69 PROPQ�r__ ._. LEENC,TH " 964.67 +►- ..1 _.. r C?-R 3 y, RAD 1 US - 4000'�C As PC STATION 4T2"11.76 r` PT STATION 48 i•T6.=f5 _ P.C. I'.i. P.T. L X«3(26796.5157 X-3127269.9227 X-3127-54.4534 P 0 Ri S77`3fi'S3"F 7 7�°Oat PARCEL ? 3'•?3 473+0 { Y,10160897.5841 Y-10160'193.F)2.54 Y'•?(?IGF':905.741? OPOr*T-Iv{ ----� 474"00 R. M. 620 4FSO-0 {-'PART I �'2C 6,SrLI I, "'.�._' - t 475*Oo (R.t?.�. wIDTF1 v 1?1E5� q7,.�n q?g.a(3 47,9 00 SSTA. 470�5I.3Ea I 1 T.82' R.r _ - 176..00 EE DETAIL «A" 1Vo C _ 8 EXISTING R. SEE SEE DETAIL "L'" `�©i"� I�,_��}-r�',J f<'Q t•- QL """".�+� ( �i� pR tTA. 476.28.61� � L �" n_� ��- �(�0. s � p -~ . 24 a o>'nsE C4 ss Tal --N$8° 2 03'E 12.0.>- (� 1 C - 5 O L STA. 472+II"78-� -- } Cl CB C7 _ - -. t�lznl?? _.._ ._._. )CSO�Y R-;�:1~J » tJ - r)3.0(} FiT � .. _ r STA. 479*47 91 �: Ca PART 1 1 5T 7a* PT 1 i _ A. n ' 1 so� T 1 PRo�oseo Irn F3,t'O' 17 r «t '� 9 ° PU3L I C LI'l l7Y 1 STA. 79 �b.A6� 1 ( } STA. 4475-91.51._.f EASEMENT � SIA. 479.01.94-' 91.01' RT�_ r _---- '�' 00' RT5 �0. RT 0. 1.37 AC. P.0. B. r� )3 5.979 50. FT. _ PART 2 PARCEL 5 ---- I P. t? B r I NAI_ PLAT OF ROUND ROCK -� PART 2 t PARCEL S LOT 1 RR I SD H I I H SCHOOL ;�1 INDEPENDENT SCHOOL DISTRICT STA. l79+78.55 FOCK A DOC NO. 20..��rr1 0078 31 3 VOL, 529, PG. PG. 264 r^(4.ry48[2] ACRES) [� (^{^ 90..?G'�R(T� S ART,0I 69.04 (80.-548 AC« ) 41r D. R. YY. C. T. VOL« 529, PVr !68 4, 1 7 dSO. P T• F-.0.R. 78.37' R'T (TRACT 1 43.00 ACRES) 5(jy PARCEL 5 D,R.W«C. T« PART 2 1 NUMBER DELTA RADIUS LENGTH CHORD CI CORD DEAR I IN NUMBER o 1 R�I�r I o�1 B 1�TANe1= STAMPED L7 588° 48' 4r�"4ti 39.07' REF/WITNESS C6 03" 51 '03" 184. 30 „•x: _.. R 12« 39' 12, 38gsBQ 0I ' a s Yv STA. 480{011.52 - -- _ - (,,8) (S51" 12, 45. E) (30« 50' ) 215.891 RT C7 03022'03" 4078.00' 239. Fifa' 239. 64' N1850 16'08"W C8 07" 1 8'49" 1 004.93` 1 28. 28' 1 28. 1 9' S8f3°fl3, ,7 {E L8 SS f" I?_'45 E 30« 52' - ! !_�? S 10 53' 43"� 18. 73' (LIC)) (Si0' S3`59"E) { I�iO�?:63' )! -- PARCEL PLAT 51-40W I NC PROPERTY OF G EO D ET!CS j ROUND ROCK INDEPENDENT Aiexas Department of 7hm-s ortaflon PROFESSIONAL LAND SURVEYORS SCHOOL DISTRICT 1504 CHISHOLM TRAIL RD.STE.103 ROUND ROCK,TX.78681 SCALE �� rr , PARCEL 5 PH.(51 z)2.38-1200,FAX(512)239-1251 S J P:;OJE.CT COUNT"i' FIRM REGISTRATION:100591-00 1 " = 100' 0683-01-092 RM 620 W I LL I AMSON PART I EXHIBIT 17 LFI LEGEND PLAT TO ACCOMPANY PARCEL DESCRIPTION Revised 04/'r5/17 PAGE 5 OF i �■ TXDOT TYPE I. CONCRETE MONUMENT FOUND PROPERTY LINE I/2" IRON ROD SET W1 TXDOT ALUMINUM CAP ) RECORD I NFOR�6T I O,N TO BE REPLACED BY TYPE 11 MONUMENT LINE BREAK [•� TXDOT TYPE 11 CONCRETE MONUMENT FOUND LAND HOOK P.O.B. POINT OF BEGINNING Y2" IRON ROD FOUND UNLESS NOTED P.O.R. POINT OF REFERENCE V2"" IRON ROD FOUND /PLASTIC CAP N. T. S. NOT TO SCALE I D, R.W.C. T. DEED RECORDSI 0 COTTON GIN SPINDLE FOUND WILLIAMSON COUNTY, TEXAS X X CUT FOUND O.R.W.C. T, OFFICIAL RECORDS ♦ 60/D NAIL FOUND WILLIAMSON COUNTY, TEXAS 0.P. R.W.Cl. T. OFFICIAL PUBLIC RECORDS Z� CALCULATED POINT WILLIAMSON COUNTY, TEXAS 0 '/z" IRON RUC? W! ALUMINUM CAP P.R.W.C. T, PLAT RECORDS STAMPED "TXDOT" SET WILLIAMSON COUNTY, TEXAS (UNLESS NOTED OTHERWISE) I CENTER LINE I Rr Mr 620 �' Mr 620 (IN80"23'+^y 1 1 "W r 0. L'' C-3 ...�........,.... `, XI , �N C9 DETAIL `I -___-V , H'° PART I S1,° 13'06"W ��^PART 1 2.29' •' 05 -- -- , " � ,E „E 204. t5' , �._, 2 D5 DETAIL IIB, �, �, X,STING •� ^-�— �� .- DETAIL „A , N.T. S. PROPOSED R.0.W a do N, T. S. J7 LT o - --- J _ 6f PROPOSED SED P. �r B* P DI IC iJT L I I PARCEL 5--' � � � : TY FART EASEMENT __---- STS 479}78.55 90.26' RT I N L A N C? ;1 PARCEL PIAT SHOWING PROPERTY OF ol GEODETICS .i POUND ROCK INDEPENDENT j rexi'sDepartme tofT-on:Tportaton PROFESSIONAL LfSNi?SURVtYORS SCHOOL DISTRICT I 504 CHISHOLM TRAIL RD.STE.103 - ROUND ROCK,Tx 78681 PARCEL PH.(512)238-1200,FAX(512)238-1251 SCALE CSJ # PROJEC :ILL NTY SPA I�GUMT*IOOS91-00 1” = 100' 0683-01-092 RIS 620 AMSONPART ESI-1IBIT " PI.,;rAT TO ACCrIE)IMPANY PARCEL DESCRIPTION IPTION Revisod 04/25/17 PAGE 6 0' 7 I) All bearings shown hereon are based on grid bearing. All distances are surface distances. Coordinates are surface values baser! on -the Texas Slate Plane Coord i nate System, NAD 83, Cen+ra l Zone using c combined surface adjustment factor of 1.06011.. THE SURVEY SHOWN HEREON WAS PREPARED IN CONJUNCTION WITH THAT COMMITMENT FOR TITLE INSURANCL GF NO. 9691-14-1017. ISSUED BY TEXAS AMERICAN TITLE COMPANY. EFFECTIVE DATE JANUARAY 16, 2014, ISSUE DATE JANUARY 27, 2014. I0E. AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY. BY INSTRUMENT IN VOLUME 234, PAGE. 135, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DOTS NOT AFFECT. F. AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 236, PAGE 337, OF THE DEED RECORDS OF WILLIAMSON COUNTY. TEXAS, DOES NOT AFFECT. G. AN ELECTRIC TRANSMISSION AND/CR DISTRIBUTION LINE EASEMENT GRANTED TO TEXAS POWER & 1_IGHT COMPANY. BY INSTRUMENT IN VOLUME 281, PAGE 491, O THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. H. AN ELECTRIC TRANSMISSION AID/OR DISTRIBUTION LINE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT 1N VOLUME 262. I'A.GE 409, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS. DOES NOT AFFECT. 1. AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 299. PAGE 378. OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, FROM ITS DESCRIPTION CANNOT BE LOCATED. J. AN EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 320, PAGE 490, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, FROM ITS DESCRIPTION CANNOT BE LOCATED. K. AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 324, PAGE 80, OF T14E DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, FROM ITS DESCRIPTION CANNOT BE LOCATED. L. AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE EASEMENT GRANTED TO LCRA BY INSTRUMENT IN VOLUME 334. PAGE X133, OF THE, DEED RECORD`_ OF WILLIAMSON COUNTY. TEXAS, DOES NOT AFFECT. M. AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 422. PAGE 92, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, FROM ITS DESCRIPTION CANNOT BE LOCATED. N. A UTILITY EASEMENT GRANTED TO SOUTHWESTERN BELL TELEPHONE COMPANY, BY INSTRUMENT IN VOLUME 458, PACE 327, OF THE DEED RECORDS 01- 'WILLIAMSON COUNTY, TEXAS, AFFECTS FIRST TRACT AS SHOWN. 0. AN ELECTRIC POWER LINE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 437, PACE 307. OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, FROM ITS DESCRIPTION CANNOT BE LOCATED. P. AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY AND SOUTHWESTERN BELL TELEPISONE COMPANY BY INSTRUMENT IN VOLUME 544, PAGE 512, OF THE DEED IRECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. 0. AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION LINE EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY AND SOUTHWESTERN BELL TELEPHONE COMPANY BY INSTRUMENT IN VOLUME 548, PAGE 16T, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. R. A WATER LINE EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN VOLUME 708, PAGE 461, OF THE DEED RECORDS OF WILLIAMSON COON'rY, TEXAS, AFFECTS AS SHOWN. S. AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT 1N VOLUME 80-, PAGE 164. OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. T. AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 822, PAGE 293, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, FROM ITS DESCRIPTION CANNOT BE LOCATED. U. AN ELECTRIC TRANSMISSION AND/OR DISTRIBUTION EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY INSTRUMENT IN VOLUME 668. PAGr- 76, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. V. AN OVERHEAD AND/OR UNDERGROUND ELECTRIC SUPPLY AND COMMUNICATIONS LINES EASEMENT GRANTED TO TEXAS POWER & LIGHT COMPANY, BY 1NSTRUM':.ENT IN VOLUME 1500, PAGE 214, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. I ISI L A N D v bL PARCEL PLAT SHOW 1 NG PROPERTY Oi ti G EODETICS i ROUND ROCK INDEPENDENT E , ''rexas Department of TraMrpor£atlon L. PROFESSIONALAND SURVEYORS SCHOOL D I T 1!QI C T ' 1504 CHISHOLM TRAIL RD.5TE 103 ROUND ROCK,TX.78581 SCALE CSJ ac PROJECT COUNTY T Y � PARCEL 5 PH.(512)238-12Q(1,FAX(512)238-1251 I FIRM RECISTRATION:100591-00 I " = 100' 0683--01-092 R>rS 6�0 �I LL I/�I�iSCNPART EXHIBIT " B ., PLAT ACCOMPANY PARCEL DESCRIPTION Revised 04/25/17 PAGE 7 OF 7 W. A WATERLINE EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN DOCUMFNT NO. 2009084396, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. X. A WATERLINE EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN DOCUMENT NO. 2009084398, OF THE OFFICIAL PUBL'C RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. Y. A WATERLINE EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN DOCUMENT NO. 2009084399, OF THE OFFICIAL PUBL C RECORDS OF WILLIAMSON COUNTY, TEXAS. DOES NOT AFFECT. Z. A WATERLINE EASEMENT GRANTZD TO CITY OF ROUND ROCK. 0Y INSTRUMENT IN DOCUMENT NO, 2009084400, OF THE OFFICIAL PUB-' !C RECORDS OF WILLIAMSON COUNTY, TEXAS, DUES NOT AFFECT. AA. A WATERLINE EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN DOCUMENT NO, 2009084401, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. BB. A WATERLINE EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN DOCUMENT NO. 2009084402, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. CC. A WATERLINE EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN DOCUMENT NO. 2009084403, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY. TEXAS, DOES NOT AFFECT, DD. A WATERLINE EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN DOCUMENT NO, 2'0090844 T3. OF TETE OFFICIAL PURL I C RECORDS OF WILLIAMSON COUNTY. TEXAS. DOES NOT AFFECT. EE. A WATERLINE EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN DOCUMENT NO. 2011030731, OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. FF. A WATERLINE EASEMENT GRANTED TO CITY OF ROUND ROCK, BY INSTRUMENT IN DOCUMENT NO. 2012046203, OF TIME OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT. GG. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN EDWARDS AQUIFER PROTECTION PLAN BY DEED RECORDED IN DOCUMENT NO. 2006052740, OF TI-4E OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SUBJECT TO. HH, TERMS. CONDITIONS AND PROVISIONS OF TI{AT CERTAIN EDWARDS AQUIFER PROTECTION PLAN BY DEED RECORDED IN DOCUMENT NO, 2008049736, OF T1C OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SUBJECT TO, 11. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN EDWARDS AOUIFER PROTECTION PLAN BY DEED RECORDED IN DOCUMENT NO. 2010010917, OF T1-1E OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SUBJECT 10, JJ. TERMS, CONDITIONS AND PROVISIONS OF THAT CERTAIN EDWARDS AQUIFER PROTECTION PLAN BY DEED RECORDED IN DOCUMENT NO. 20100296$4, OF TIE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY, TEXAS, SUBJECT TO. I HEREBY CERTIFY THAT THIS PLAT 1S TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT THE PROPERTY SHOWN HEREIN WAS DETERMINED BY A , SURVEY MADE ON THE GROUND UNDER MY DIRECTION AND SUPERVISION. ,. „i AfiRI_S41/ F FEET ?RYt446aRi,8�4V>{t! 6�RUESN ACOU I S I T i ON PART 1 0. 137 9 7 9 M. STEPHEN TRUESDALE DATE r � � REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 `p 0 ACQUISITION PART 2 0.O94 4, 107 LICENSED STATE LAND SURVEYOR . INLAND GEODET I CS, LLC TOTAL Ar_ 1IStTiC�! 0.231� : 10,086 FIRM REGISTRATION NO. 100591-00 GEE l� AREA 80.54B 3,SOS,671 1504 CHISHOLM TRAIL ROAD, SUITE 103 ' ROUND ROCK, TX 78681 REMAINCER AREA BMJ.317 3,498,585 I h1 L. A N C3 u PARCEL PLAT SHOWING PROPERTY OF G EO D ETI CS -1 ROUND R DK INDEPENDENT ,;'Texas Department of-Pansp atlor? PROFESSIONAL LAND SURVEYORS SCHOOL DES RtCT1504 CHISHOLM TRAIL RD.ST103 ��++ ROUND ROCK,TX.78681 SCALE CSJ as PRCIJECT I () � PARCEL 5 PH.(512)238-1200,FAX(512)238-1251 % UNTY FIRM REGIMT10N:100591-0o PF I" = 100' 0683-01-092 RM 620 W I LL I AMSON PART I & 2 r.,. oma, Form ROW-U-1A Rev.312004 Replaces Form D-15-U1 GSD-EPC Page 1 of 2 AFFIDAVIT (for Utility Owner) U-No, U14697 THE STATE OF TEXAS § District:Austin § County:Williamson COUNTY OF Williamson § Federal Project No.: N/A ROW CSJ No.: 0683-01-092 Highway No.: RM 620 (To be filled in by State) BEFORE ME, THE UNDERSIGNED AUTHORITY, on this day personally appeared David Freireich of the City of Round Rock, ("Utility")who after being by me duly sworn upon his/her oath deposes and says as follows: "I, David Freireich am over the age of 18 years and am fully competent to testify to the matters set forth in this Affidavit. I have personal knowledge of all facts and swear that such facts are true and correct. 1. See attached easement documentation which is recorded in Williamson County public records under the following document numbers: 199512568 199501464 1988'16583 199511587 2009084396 1987016836 1992033938 2. Documentation provided by Halff Engineering constitutes familiarity; 3. Utility is not claiming property ownership; 4. Easements referenced provide for the construction, maintenance, repair, inspection, and operation of water and wastewater utilities; 5. The easements are not enclosed or fenced; 6. Utility does not claim title nor possession by prescription; Further affiant sayeth not." Signature Utility Engineering Manager City of Round Rock Form ROW-U-1A Rev.3/2004 Page 2 of 2 Corporate Acknowledgment State of Texas County ofU�Mo(1 This instrument was acknowledged before me on Nc � by of a corporation, on behalf of said corporation. Notary Public's Signature r JORAE TOREN ROSENTHAL Notary Public,State of Tex.. T;YV,+t`� Comm.Expires 04-13-2021 y '��;;,ni�;;�` Notary!D 131087766 a 1. Mme' r • pp— PUBLIC UTILITY EASEMENT STATE OF TEXAS COUNTY OF WILLIAMSON Briercroft Savings, a Savings Association, hereinafter referred toas i GRANTORS, the owners of Lot 1 of The Commons Subdivision, a subdivision E CWilliamson County, Texas, according to the map or plat thereof in G, Slides 81 of the Williamson County, Texas plat records, for t lllars I (;10.00) and other valuable consideration pay to GRANTOR, the sipt which is hereby acknowledged, and the further consideration` the benefits to be derived by GRANTORS from the public utilit� lines ugh i i the above-de.scribed premises, do hereby GRANT, SELL, 0 ft o The City of Round Rock, Texas, hereinafter called GRANTE ,(a pubs utility easement upon and across said property, said easeme \\in re particularly described by metes and bounds and �picte sketch on Exhibit "A" attached hereto and made a pmt-hpre'a` TO HAVE AND TO HOLD the same perpetua 4r to G GRANTEE'S successors and assigns, together with the ri hLn rivile a i 8 t any and all times to iI enter said premises, or any part thereof, purpose of constructing i ' and maintaining said utility lid a\and making connections therewith; all upon the condition that GRANTEE 1&\ times, after doing any work in connection with the construct o o a of said utility lines, restore i co/&' t premises to the co/d tion in same was found before such work was undertaken. EXECUTED this � da f /g� BRIERCROFT SAVINGS, a Savings Association • � BY ohn H Heberle THE STATE ( s . COUNTY OF TRAVIS 4 T s instrsnfint was acknowledged before me on `� a� �7 by j John � Hebojrlt , on behalf of BRIERCROFT SAVINGS, a savings association. Notary Public - Stats of T Ply commission expires: c:D- {1 a .�9,,,•. i frp+tS,. . ��`'l+a ,,,,�. •`�� OF'FM RECORM WILLIAMSON COUNTY.7F�GN ' o I CRICHTON &ASSOCIATES voi 1520 PAGE 881 LAND SURVEYORS 1538 E.ANDERSON LANE#2 AUSTIN.TEXAS 78752 512-837-2000 FIELD NOTES FIELD NOTES FOR A 15.0 FOOT PUBLIC UTILITY BEING OUT OF r AND A PORTION OF LOT 1 OF THE A SUBDIVISION IN THE CITY OF ROUND ROCK, S0� COUNTY, TEXAS RECORDED IN CABINET G, SLICES THE WIL.LIAMSON COUNTY, TEXAS PIAT RECT#� CENTERLINE FOR SAID 15.0 FOOT PUBLIC ;� EMENT • BEING MORE PARTICULARLY DESCRIBED BY�tET AND SOUNDS AS FOLLOWS: BEGINNING at a point in the West line of Lot I from which the Northeast corner of said Lot 1 bears N. eg'--0' 47" E., 7.5 feet. THENCE S. 88 deg. 43' 26" E. with llel to and 7.5 ` feet South of the North line of said I -A a Zslistance of 134.48 feet pass a point herein called Poin 1k at 60 feet p herein called Point B, in all a dist ce of"7•.35 feet tosaapointt In the Northeast line of said Lot 1 Northeast corner of said Lot I bearsd¢' the moat Easterly feet. g• 32' 51" E., 23.83 BEGINNING again at Point �� eg. 16' 34" E., 117.00 i feet. THENCE S. 46 de'. I6' 34" . 28.97 feet. NC THEE S. 01 de ' 34" 122.52 feet to a point 7.5 feet North of the South e f s id Lot 1. JJ+ THENCE wi a line 7.5 feet North of and parallel to the South line of said Lot . 85 deg. � 52' 01" E. at 286.45 feet pass a point herein called C, In all a distance of 409.51 feet to a point in the Soy;hea t of said Lot 1, said point also being on the West R.O.W. of h Trail Road from which the Southeast corner of said Lot 1 be r S 15, 35' 42" W., 7.97 feet. B1iINNING a J t Point B, S. 04 deg. 52' 47" E., 238.45 f to Point Cfeet 1 I ereby fc rtify that the foregoing field notes were prepared OF T based o a fiel urvey on the ground, under my supervision, and is t•'•'y�P •'•• ca•' '% a an to the best of my knowledge. •••�•••••••••••••••• .' ' S MY HAND AND SEAL THIS T E 24TH DAY OF'APRIL 1987 HERMAN CR( ...............F.W.' #4046. C SUR Herman W. Crichton, R.P.S. 14046 .A1r�.ali..l...-M-+/•.Jn,Va1� - .r'�..Y.Li..�..r .4_-.. . , .. }v.......... • . .. .. _ .... _..____ A.w.�. e I A1+rr r 150 Px1•,:882 =3 . A4 , 0 Vol G qq' Sir)�•3-a 2� � '�Rd•1�. PSD. ; I I � !off IF G , PhIc 0 `"��• r j ',� LOT TH G M MQS I r • � 3 I � 'd I ►J� -n�ia'� v � Ii O s 04 E i • r c.h /�^ �i 1.,11:F? 50 3 4 l SK170 FOR HEIM NOTES OF A -'- — -1� 15.0 FOOT PUBLIC UT111TY r E,%SEMF:N'(' OUT OF LOT 1 OF THE 1CHTON C01"PIONS, A SUBDIUSION [(ECO1 DF.) �\ I5 CAPINF.T C, SMUG 81 OF THE ASSOC AMS WILLIAMSON COUNTY, TEXAS PLAT ...:.................i*. • A he u R v E Y o N s+� 1;I;I,Oxps, HERMAN CRICHTON ................. #4046 4 1538 E An4sraos Lae• No 2 G., 'or o C Auttie,toaos 78753 (512)837.2000 O�•.;,�StE �-� S014 April 27, 1987 I A 1520 PAGE 883 FILED FOR RECORD . WlLLlA�` l"81 APR 29 PA 9: 48 • �'�"C ��/lam! . fi Srx1MTt:xas CoUtMerI LLIAMS00 1 hereby certify that this Instrument was FILED on the date and at the time stamped hereon by me;and was duly RECORDED.In the Volume/ andty,Texas.as stamped hereon bof the named RECORDS of y 11 l so County, �) ^✓ APR 3 01981 ;1 COtlliTlf CLERK `'��•`' VJILLIAMSON 7� G00 r n O . 4 �0 I . r i 4 t f WlLLLIAMSON COUNTY CLERK OFFICIAL PUBLIC RECORDS � DOCUMENT NUMBER � WAS ASSIGNED TOA ION AND CAN BE FOUND 'l TH LAT RECORDS c IN CABINET SLIDE(S) ia3 o� o � /z3 N Yf .DEE P WO pD VENTER 16583 N FILED FOR RECORD R, °� _ SECTION ONE JUN 7 WS M �� at-�OD edock—TM —+ POINT OF �!' r B E GIN NINO S ty°Os + + N 0 T E S: [ MHS N.B YDSTONl x R =2231.e3' �26.2i�F t M °r OWNER: FRANKLIN SAVINGS ASSOC. o= 04°45'51" S 74'05'00E Q_ v I. Prior to construction, drainage plans rill be ACREAGE: 0.666 ACRES A= 185.58 85.00' a A 620 d o submitted to City of Round Rock Public Works SURVEY: JACOB M. HARRELL SUR. C 76°28'13"e m H � Department for review. Rainfall runoff rill be NO. OF BLOCKS: 0 ° w') limited to maximum rate at undeveloped status by o so 10o zoo 0_ Flo i = �4q1 H detention or other approved method. No. OF LOTS: 1 LINEAR FT. OF NEW STREETS: 0 40 0 \`°O is iQ, Eg DATE: FEBRUARY 1988 0 Cr v?0 2?; 2 Prior to grading, ENGINEER: BAKER-AICKLEN 8 ASSOC. RM 0 -- SCALE 1' loo' E. + g ng, any type of earthmoving or m L OT I 0 f, N'(3°16 ex `m— construction of, on or under the land of this SURVEYOR: BAKER-AICKLEN 6 ASSOC. d 2 a• �/ t26' subdivision, a drainage plan signed by a 9111 JOLLYVILLE RD. SITE// 1x 0.666 ac. B.M. I Registered Professional Engineer shall be AUSTIN, TEXAS 78759 I S 08'45' °E submitted for the proposed development, 28'P.4E' 09 caons thereof modifitithf to the Engineering BENCHMARK: TOP OF CONCRETE HWY. MONUMENT AT L EG E N O N 8916 ° 'D'E l 50.33' NORTHEAST CORNER OF LOT I. ELEV. 743.08' Department of the City of Round Rock for approval. 38 W 250.39'u 1 I: dF�v • IRON ROD FND 3. No lot on this subdivision should be occupied arc: until connected LO a N {�Q O IRON ROD SET .': :o: r.a, potable water supply and a • CONC. HWY.MONUMENT FND -"` wastewater collection system Wi n;,;1; ,>, S-4-Y! :. �!If:_. 9 �,. y provided by LII! City P.U.E. PUBLIC UTILITY EASEMENT 3 ,:_..,. :;:�i: of Round Rock,Texas. - N.T.S. �, _.r, "I'a. "" -• 4. Sidewalks will be constructed as required by I ordinance. a FIELD NOTES n I 5. Building setback lines shall be in compliance with m existing City of Round Rock Zoning Ordinance. FOR A 0.666-ACRE TRACT OF LAND SITUATED IN THE w 6. Access shall be denied from Lot i to the paved MA JACOB M. HARRELL SURVEY, ABSTRACT N0. 284, IN A I access road located immediately to the east of STATE OF TEXAS APPR this day of WILLIAMSON COUNTY,TEXAS. BEING ALSO A PORTION OF A P I this subdlvislon(on R.R.i.S.D. tract). KNOW ALL MEN BY THESE PRESENTS: 198 D.by�Fie C lanntgg an—To-- WILLIAMSON 11.647 ACRE TRACT OF LAND DESCRIBED IN GENERAL COUNTY OF\WILLIAMSON C ssion f the Cit Ro Rock, Texas, WARRANTY DEED EXECUTED BY BEN FRANKLIN CORPORATION, " and uthor ed to a 'led r record by the A TEXAS CORPORATION, TO LARRY GRISHAM,TRUSTEE, A 7. Access to R.M. 620 from Lot 1 shall be in - That Franklin Savings Association,a Texas savings Count Jerk f Wi 1 ms Cou Y.Texas. RECORDED IN VOL. 1205, PG.371 OF THE OFFICIAL compliance with City of Round Rock Planning • and 'loan association, acting by and through its RECORDS OF WILLIAMSON COUNTY, TEXAS, SAID LAND = Department requirements which at the time of ° Executive vice President, John L. German, BEING SUBSEQUENTLY TRANSFERRED BY "DEED OF TRUST o platting is restricted to two driveway Guts . One beneficiary of 11.647 acres of land as assigned to AND SECURITY AGREEMENT" FROM LARRY GRISHAM, - driveway cut shall be permitted along the thirty, ' it by instrument recorded in Vol. 1205, Pg. 376 of :,S)qb Jal an TRUSTEE,TO STUART A. STAPLES, TRUSTEE, FOR THE (30) feet of frontage immediately adjacent to'the the Official Records of Willliamson County,Texas, BENEFIT OF FRANKLIN SAVINGS ASSOCIATION,A TEXAS west property line of Lot 1. A second driveway cut a portion of which having been previously SAVINGS AND LOAN ASSOCIATION, BY INSTRUMENT shall be permitted at the far east portion of Lot 1' subdivided as"Deepwood Plaza Section Two Revised ` RECORDED IN VOL. 1205, PG.376 OF SAID OFFICIAL frontage on R.M. 620 and shall,be constructed in` - and subsequently vacated by instrument recorded in s n am,Secretary RECORDS,SAID 0.666-ACRE TRACT OF LAND BEING MORE conjunction and in harmony with the improvements to Vol. cat 3�G me said Official PARTICULARLY DESCRIBED BY METES AND BOUNDS AS the intersection of R.M.620 and the hound Rock High Records, hereby subdivide a 0.666-acre portion FOLLOWS: School access road:, of said 11.647 acre tract to be known as"DEEPWOOD PAS ED__S AFtD APPROVED, the � day of j" CENTER SECTION ONE' and do hereby dedicate to the 'nl� , 198 A.D. 8. No buildings, fences, landscaping or other public the use of the streets, easements, parks CD11MENCING FOR REFERENCE at the computed northeast corner of the structures /obstructions shall be permitted in and public areas as may be shown hereon. Jacob M. Harrell Survey, thence, approximately S 39 33'00"W a distance of drainage easements located on Lot 1 without prior XCYZ 5236' ft. to an iron rod set on the south right-of-way line of R.M. 620 approval of--the City of Round Rock Planning Witness my hand this the"day of1988,A.D. Fii a tnson,Mayor City o oma Rock, Texas (variable right-of-way width) being also on the north boundary line of the above Department,. - Tex- mentioned 11.647 acre tract for the northwest corner and POINT OF BEGINNING ATTEST: hereof; A�1� 9. FLUOD PLAIN NOTE:'�' THENCE,with said right-of-way line being also north boundary line JOV. German-Executive Vice res enAn AA W A of said 11.647 acre tract S 74 05100" E for a distance of 85.00' ft. to an iron The tract of land depicted hereon is not located for: Franklin Savings Associationne an t y secretary rod set for an angle point of the herein described tract; in a 25.year or.a f00'year flood plain. 708 Congress Ave. Austin,Texas 78701 C y of Round Rock, Texas THENCE,continuing with said common boundary line S,47 14'27"E i' State of.Texas STATE OF TEXAS for a distance of 152.00' ft. to a concrete Texas Highway Dept monument found STATE OF TEXAS 128.78' ft, right of station 469+84.01 , said monument being on ,the northwest Count' corner of the remaining portion of a 0.432 acre tract of•land in.the`name of, y of Williamson COUNTY OF WILLIAMSON Round Rock Independent School District and described in Vol. 529., Pg. 267 of COUNTY OF WILLIAMSON said Official Records, said monument being also On a northeast corner of said, I, Joe M. Baker do hereby certify that the I,James N. Boydston, Clerk of the County Court 11.647 acre tract for a northeast corner of the herein described tract; - information contained on this plat complies with BEFORE ME , the undersigned authority,on this day of said county, do hereby certify that the the subdivision ordinances and the stonmwater personally appeared John L. German,(as Executive foregoing instrument in writing with its THENCE,departing said right-of-way line with the'.common boundar drainage policy adopted by the City of Round Vice President for Franklin Savings Association)) certificate of authentication was filed for line of said 11.647 acre tract of land and said 0.432 acre tratY 5 08 45'09" E Rock Texas. , known t0 m6 to be the person whose name 15 record in my office on the � day of for a distance of 50.33' ft, to an iron rod set for the southeast`.corner tE Ds rf 'y subscribed to the foregoing instrument, and he 1988 A.O., a o'clock hereof; 0r, c ��+�� acknowledged to me that he executed the same for -- -duly recorded on the day of f the purposes and considerations therein expressed, jr 198JP A.D., at o'clock THENCE,departing said common boundary line through 'the interior ?1l -' and in the capacity therein stated as the act and the P1a�Records of sat county in p g y 9 er a _JOE.-M._BAKEI deed of said corporation. PP of said 11.647 acre tract N 89 16'38"W for.a',distance of 450.39' ft. to an s kabinet -j' Slide /Z 3 iron rod set for the southwest corner of the herein described'tract of land; ofes onal Engineer No. 2632 f pp p 2 3 o W 9 - ` 4�_ GIV NOER MY HA AND SEALIF OFFICE this the 1988 A.D. WITNESS HY HAND AND SEAL of the County Court of da THENCE,continuing-through the interior of.Said 11.647 acre tract itttitNNMr: y of said County, at office in Georgetown,Texas, N 15 55'00"E for a distance'of 180.00' ft, 'to the POINT OF BEGINNING hereofthe date last above written. and containing 0.666 acre ANa of land.. Tin.,. A f11u�UJ I� CS Vel JAMES N. BOYDSTON,Clerk County Court, t. Notary public,TheState—of-Texas Williamson County,Texas THAT I, Cegil\,lackson Chisholm,do hereby certify that I prepared this plat from a°,O� an actual .and accurate onithe-ground survey of the land and that the corner C monuments shown hereon were properlyplated under m c s Pr n e op y name.' ,y personal supervision, in GateofEx iration: 1-12-Qr ;•`. ..... 1puty accordance with ttie Subdivision Regulations of the City of Round Rock, Texas. s....: zyr�•oBaker-Aicklen ectJn ism ` s Registe Public Surveyor No. 4295 .�. '%ll��., ,� ® &Associates,Inc. NSOM C� CONSULTING ENGINEERS JOB NO. 02,. -102 WILLLIAMSON COUNTY CLERK M OFFICIAL PUBLIC RECORDS DOCUMENT NUMBER 3 WAS ASSIGNED TO �ISION AND CAN BE FOU , IN E PLAT RECORDS IN CABI SLIDES) O O a 0 O J l TO Narlhea Cianerof `I J.M.Harre��r.gbyf He.e®4 3,3938 WEN DY" SUBDIVISION W.Al.Todd A V.313 Pell I DFILED FOR RECORD OCT 15 1992 �7usr. !O'pu.t. ylpjaa'E IA�G'I� � rn LEGEND — �yry,,wa�.;,o,u •Conc.Mont mad Found r Q • Iron Rad Faund. \ • P K Nail Fund In cbnc. ✓ e m 0gnce LOT / I \ D-� SCALE /,=/00' CURVE DATA \ W_ 0814 At ssl u Z 1 18'41' A 4-6 \ .QO a'Pob.0h,,8 ca" nlFle -3 v� L.C.• 9GL3• 96G0? mop WNCH MAR ©u`s utq a,� Point of Beginning f�.g'6F 9tYtn OWNER: TEAM BANK l Et°;curb�'QV'-`NUE (R.M. HIGHWAY NO. 6201 ACREAGE: 0.874 NUMBER OF BLOCKS: N/A j —\ NUMBER OF LOTS: 1 -- \ LINEAR FEET OF NEW STREETS.; N/A DATE: AUGUST 20,I 1992 ' (pf9 SURVEYOR: DOUGLAS A..SEELIG, R.P.L.S. NO. 1908 Mcoonalde rDfP. ENGINEER: ANNE R. BRETT,.P.E. NO. 67865 MarkcfAf Round Kock SURVEY: JACOB M. HARRELL'SURVEY ABSTRACT NO. 284 cab.H Slily rB�-rae , STATE OF TEXAS X FIELD NOTES COUNTY OF WILLIAMSON KNOW ALL MEN BY THESE PRESENTS X ALL OF THAT CERTAIN TRACT OR PARCEL OF LAND BEING A PORTION OF THE JACOB H. HARRELL SURVEY, ABSTRACT NO, 2B4;..IN WILLIAMSON COUNTY, TEXAS, BEING THAT SAME THAT TEAM BANK, A CORPORATION ORGANIZED AND EXISTING UNDER THE LAWS OF THE STATE TRACT OF LAND AS CONVEYED.TO TEAM BiA BY SUBSTITUTE TRUSTEE'S DEED RECORDED OF TEXAS, HAVING ITS HOME OFFICE IN THE CITY OF DALLAS, TEXAS, ACTING HEREIN BY IN VOLUME 2102, PAGE 850, DEED RECORD'S, WILLIAMSON COUNTY, TEXAS, SAID TRACT AND THROUGH LEE NICOL, SENIOR VICE PRESIDENT, OWNER OF 0.874 ACRES OF LAND OUT OF LAND BEING MORE;PARTICULARLY DESCRIBED BY METES AND BOUNDS AS FOLLOWS: OF THE JACOB M. HARRELL SURVEY, ABSTRACT NO. 284 IN WILLIAMSON COUNTY, TEXAS, AS BEGINNING AT AN IRON ROD FOUNDiAT�"THE SOUTHEAST CORNER OF THE SAID 0.874 ACRE CONVEYED TO IT BY SUBSTITUTE TRUSTEE'S DEED RECORDED IN VOL. 2102, PG. 850, DEED TRACT OF LAND, BIRON ROD THE NORTH R.O.W. LINE OF R.M. HIGHWAY N0. 620, FOR THE RECORDS, WILLIAMSON COUNTY, TEXAS DOES HEREBY SUBDIVIDE THE SAID TRACT IN ACCORD- SOUTHEAST AND, B EHEREOF; ANCE WITH THE MAP AS SHOWN HEREON, SUBJECT TO ANY EASEMENTS OR RESTRICTIONS HERETOFORE GRANTED, TO BE KNOWN AS WENDY'S SUBDIVISION,AND DOES HEREBY DEDICATE THENCE WITH THE NORTH R.O.W-.-LINE OF R.M. HIGHWAY NO. 620, N 695' W FOR A TO THE PUBLIC THE USE OF,THE'STREETS AND EASEMENTS AS SHOWN HEREON. DISTANCE OF 8 .25 FEE'R'TO A CONCRETE R.O.W. MONUMENT FOUND AT A'POINT OF NON- WITNESS MY IS THE 8DAY OF��'�� 1992, A.D. TANGENT CURVE- T URVE- THENCE CONTINUING WITH-THE NORTH R.O.W. LINE OF THE SAID R.M. HIGHWAY NO. 620, ,CJC. [.Q1+ I'TiEtIDE,tir-- ALONG A CURVE TO THE RIGHT, WHOSE RADIUS IS 437.46 FEET, AND WHOSE CHORD BEARS LEE NICOL, SENI VICE PRESIDENT N 62° 20' W FOR A.DISTANCE OF 96.63 FEET TO AN IRON ROD FOUND AT THE SOUTHWEST TEAM BANK CORNER,OF THE SAID 0.874 ACRE TRACT, FOR THE SOUTHWEST CORNER HEREOF; 6300 HARRY HINES THENCE N 22° 31' E FOR A DISTANCE OF 208.88 FEET TO AN IRON ROD FOUND AT THE DALLAS, TEXAS 75235 NORTHWEST CORNER:OF THE SAID 0.874 ACRE TRACT, FOR THE NORTHWEST CORNER HEREOF; STATE OF TEXAS X - THENCE'S 79° j4',E FOR A DISTANCE OF 144.67 FEET TO AN IRON ROD FOUND AT THE COUNTY OF OW 145 X _ NORTHEAST CORNER OF THE SAID 0.874 ACRE TRACT, FOR THE NORTHEAST CORNER HEREOF; THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON �unahe r FJ 1992, A.D,�„� THENCE S.12° 20' W FOR A DISTANCE OF 249.16 FEET TO THE PLACE OF BEGINNING, AND BYYyLEE '.NICOL. /JCONTAINING 0.874 ACRE OF LAND, MORE OR LESS. AS SURVEYED BY: � NOTARY EMLIC IN AND FOR tTECW5 COUNTY, TEXAS `. s �.•ta�. D SEEL17 UR MORS, P.C. (1/17't�Cs eyr�\ f: Ir .y� PRINT NAME: MOL(4 L- Nu r h S MY COMMISSION EXP ikkg':. ,I, .-' r,•ooucu"""s'-0.S ElE m'11� D GLAS SEELIG �,<••P -•••/ APPROVED TRIS>/ DAY OF 193, BY THE CITY PLANNING AND REGISTERED PROFESSIONAL LAND SURVEYOR NO. 1908 ZONING COMMISSION OF THE CITY OV ROUND ROCK, TEXAS, AND AUTHORIZED TO BE FILED 3802 MANCHACA ROAD RECORD HE COUNTY CLERK OF WILLIAMSON COUNTY, TEXAS, AUSTIN TX 78704 ' AUGUST 20, 1992 Dn .. THIS SUBDIVISION WILL PARTICIPATE IN A REGIONAL DETENTION POND, BERT BELAN E T NO PORTION OF THIS TRACT IS WITHIN THE BOUNDARIES OF THE 100 YEAR FLOOD PLAIN '/ OF ANY WATERWAY THAT IS WITHIN THE LIMITS OF STUDY OF THE FEDERAL FLOOD INSUR- PA SSSED Ai PROVED, ON THE o2'y •DAY OF �199Z ANCE ADMINISTRATION FIRM PANEL#481048 0330C, DATED SEPTEMBER 27, 1991, FOR a•,jam , 11 WILLIAMSON COUNTY, TEXAS, RM ROB NSON, MAYOR -� J / STATE OF TEXAS CITY OF ROUND ROCK, TEXAS COUNTY OF WILLIAMSON X ST• I, ANNE R. BRETT, DO HEREBY CERTIFY THAT THE INFORMATION CONTAINED ON THIS PLAT COMPLIES WITH THE SUBDIVISION ORDINANCES AND THE STORMWATER DRAINAGE PDIiICY • ADOPTED BY THE CITY OF ROUND ROCK, TEXAS. J 4NE LAND,- CITY SECRETARY 9TY OF ROUND ROCK, TEXAS //„,•• !/. .GS_ - �""M STATE OF TEXAS X ^ ANNE R. BRETT DATE •, COUNTY OF WILLIAMSON X • PROFESSIONAL ENGINEER NI ,• _ ,' I, ELAINE BIZZELL, CLERK OF THE COUNTY COURT OF SAID COUNTY, DO HEREBY CERTIFY ' C tl THAT THE FOREGOING INSTRUMENT IN WRITING, WITH ITS CERTIFICATION OF AUTHENTI- CATION, WAS FILED FOR RECORD IN MY'OFFICE ON`.THE/s+h DAY OF L�.`4-p So.r A.D., 19_x., AT iotam O'CLOCK,�i,.M. AND.DULY'RECORDED;ON THE f�DAY OF s�-�,�INA,_ wrT• a r., , A.D., 19sty_AT7 O'CLOCK.,M. IN THE PLAT RECORDS OF ,, SAID COUNTY, IN CABINET_e� , SLIDE S,) �-.I-�% WITNESS MY HAND AND SEAL OF THE COUNTY'COURT OF SAID COUNTY, AT OFFICE IN GEORGETOWN, TEXAS, THE DATE LAST ABOVE WR.;,TTEN.,, ELAINE BIZZELL, CLERK, COUNTY COURT ''s7Lt,'�1',^'i:.''••, WILLIAMSON COUNTY, TEXAS , DEPUTY �II'4S , ON��CO�N1 NOTES: �''ln,tn,ttl"..,, 1I/nnV 1. BUILDING SETBACKS,:SEALL BE`ESTABLISHED IN ACCORDANCE WITH THE ROUND ROCK Y ZONING ORDINANCK.' 2. THE STANDARD SIDEWALK REQUIREMENT HAS BEEN WAIVED FOR THIS SUBDIVISION. � \ r STATE OF TEXAS X Y COUNTY OF WILLIAMSON X KNOW ALL MEN BY'THESE PRESENTS X Vi THAT I, DOUGLAS A. SEELIG, DO HEREBY CERTIFY THAT I PREPARED THIS PLAT FROM AN ACTUAL AND ACCURATE ON-THE-GROUND SURVEY OF THE LAND AND THAT THE CORNER MONU- MENTS SHOWN THEREON WERE PROPERLY PLACED UNDER MY PERS PERVISION, IN ACCO ANCE WITH T SUBDIVISION REGULATIONS OFl THE C y ROCK, TEXAS. ' •l��o'ye.f�oti9 Q oaucvsAA.SEELIG Consort,h-Y-- DO GLAS SEEL �+' 7908 601 D East Sixth 5t. REGISTERED PROFESSION LAND SURVEYOR NO, 1908 Aus,in.Texas 78701 ��512/469-0500 PLAT MAP RECORDING SHEET INSTRUMENT DOC# 9541464 DEDICATOR - Deepwoods Center Joint Venture SUBDIVISION NAME - Deepwood Center Section Two MAP RECORDED IN - O CABINET , SLIDE PROPERTY DESCRIPTION OF NEW SUBDIVISION: All being 11.751 acres out of the Ja M. arrell survey, Abst. No. 284, in Williamson County, Texas. i A�D.� �mrp Nr r�1f7p�4p0t..� O INSTRUMENT DATE FILE DATE - 06 - 27 _ 94 01 - 11 - 95 d mt>m AeQ r RNAL PLAT OFUD �. .. O BEEPWOOD CENTER $Fq N o 0 U II d s4eLe SUW U F� R SEC7MH TWO N c LOCATION MAP (NOT'-•T SCALE) R. Me 620 �M; , (VARIABLE R.O.W.) w LEGEND I..STA.463+43.29 � �°q Cr7 €_,.60P..00 RT.HIT = R.O.W. MONUMENT FOUND R.M. 6 5" -s+D`BEG NN NG �Rj�o;C,1� !T OV N p = IRON ROD FOUND 215.85 -� 2'25\ = IRON ROD SET I N,` POINT'A��. �� ROCK 96.1 2't See Detail No.I1`l`"\ � oP.P,= POWER POLE 3o.ea' P.U.E.= PUBLIC UTILITY EASEMENT Lor z Lot 8242'04" E \S89'03'04"E ��,>. D.E.= DRAINAGE EASEMENT LC.R.A.ESMT. y 215 95' Zj fi95 a l 11,2248'_ DED.= DEDICATED VOL'334 ! I CENTERLINES OF 'I I I 'S 25'X 50' PG.433 n 1 POWER POLESI o ( �40$•0p" \ INGRESS/EGRESS y u I r I 20'P.U.E.J \ E ? EASEMENT VOL 1686 PG.161 ti�Q 3o I w� p11 W f HEREBY DEDICATED \178,21, Zz6, !. . K 777 \ SO.' .. DETAIL NO. 1 a 1�a LOT 2 ",��E�ECgs Eli O'K,DE VOL4?JJ P. \ N T S I I 11.1741 AC. o jAleD Mr.NER G•i ~ ( I I If2 III z 8 LOT 3L '2.761 AC.LOT I Lot l.'\ STA.469+84.01 I , , 3 DEEPWOOD 126,6 FT.AT. ` 1- I a b CENTER \ POINT"Ir IP.U.E o � SEC. 1 -� . o CAB. J, SLIDE 123 R.R.I.S.D. 1J.1 N 8,07'33'1 W HEREBY DED, 'V h 7 L -180.00'- _ h `SS > VOL 529 PG.267 U _N 81'44'37'W S 89'16'38 E / c 0.432 AC.(REMNANT) AUSTIN WHITE LIME CO. P.P. P P. I`n '260.43'- N 74.03 law / �1 250.38' VOL. 415, PG. 74 I I o I J X181p (/ BEC NHMARK m 15'P.U.E. 4.38• 10'P.U.E. N HEREBY DEDICATED 122,7 �- HEREBY DEDICATE Ip N (SEE NOTE) 9� I U I EASEMENT \/ �Ii• 15'P.U.E.,D.E.x ROUND ROCK 1 O ` \TRANSRION/ 15'P.U.E.,D.E.At sy, STORM SEWER EASEMENT 1 N o INDEPENDENT I I 4,_M I STORM HEREBYWDEQCATEDEASEMENT I HEREBY DEDICATED o SCHOOL DISTRICT O 1'S'P.U.E. o_. I I o 1-HEREBY DED. U I a{ A (per resolution) 1 I I JAW x I {�' L+, VOL 529, PG. 259 I `15'P.U.E.,D.E.& C) z 4.482 ACRES 1 I I►-;acn - I STORM SEWER EASEMENT 10 v' (REMNANT) I LQT 'u HEREBY DEDICATED I = O I B a a I k24 AC. ` LOT 4 '^ 8 o n 3.595 AC, CURVE DATA 1 I�1U. �Ip, -� RADIUS DELTA LENGTH CHORD u! u? I C-L 1955.00' 14'26'15' 492.63' N0726'2SW 461,33' ` 1f A I 7.5'P.U.E. I I C-2 1855.00' Or3l'W 222.44' NJ 1'23161"W 222,32' HEREBY DEDICATED I 7.5'P.U.E. C-3 1955.00' OT55'OT' 270.19' NOC10151'W 266.96' 1 1 - -444.79'- L _ _ HEREBY DEDICATED C-4 2231.83' or48'32w 155.38' 57r2811rE 165.53' 1 ` H-FRAME N89'16'38"W 866.07 - - - - - ----.- 1 �` 1 Pwi-POLb1 7.00 AC. 43.00 AC. BEARING BASIS: AUSTIN WHITE LIME CO. A. W. LIME I R.R.1.S.D. (PER RESOLUTION) (PER RESOLUTION) POINT"A'TO POINT"B"= S6r34'4B"E 635.13' 1 1 - VOL. 428, PG. 516 VOL. 529 PG.2591 VOL. 529 PG.259 (INVERSE BETWEEN MONUMENTS CALCULATED FROM � "THIRD TRACT' DEED RECORDED IN VOL 768 PG.52,wILUAM50N CENTERLINES OF 68.5 Acres Owners: Deepwoods Center Joint Venture (� COUNTY DEED RECORDS.) ` I POWER POLEg Amerco Real Estate Company of Texas, Inc. 11 620 Mini-Storage Partnership DESCRIPTION ACREAGE: 11.751 THENCE with the wool boundary line of sold 0at . .432 acn SURVEY: JACOB M. HARRELL SURVEY FOR A 11.751 ACRE TRACT OF LAND SITUATED IN t pproklmahly),red lanaIn.. a po S08.45-9 tE stance being the dlsouth eomfer 7 ol9 said r ABSTRACT NO. 284 THE JACOB Y.HARRELL SURVEY ABSTRACT No.264 0.432 acn tmet of land,same been a point In the east boundary NUMBER OF BLOCKS: 1 IN WILLIAMSON COUNTY,TEXAS,BEING A PORTION Iln. 1 cothe above nf-cad 15 7/6 den tmet,being also the NUMBER OF LOTS: 4 OF A 15 7/5 ACRE TRACT OF LAND AS CONVEYED BY/�\/ .aurae north "' of the above refenme. 0.49 accore tract of land, S.J. MILES To C.P. PRATT BY INSTRUMENT continue an sold with the east boundary line of sold 0.49 UNEAR FEET OF NEW STREETS: NONE RECORDED IN VOL 110 PG,433 OF THE DEED• � e Iract, some being the wool boundary line of the remnant DATE: JUNE 21 1994 RECORDS OF WILLIAMSON COUNTY, TEXAS, BEING orllon f a 4.482 acn tract of land obtalred by Round Rock Also ALL Of A 0.49 ACRE TRACT OF LAND ` l� Indep.nd.I School District and dswribd M'Certified Copy o1 ENGINEER &SURVEYOR: CONVEYED TO JOHN A. PFLUGER AND EDGAR W;. Resolutbrj recorded In Volume 529 Page 259 of old Deed Record.. BAKER-AICKLEN do ASSOC., INC, SMITH BY INSTRUMENT RECORDED IN VOLUME 529' for a total dial.... of 389.51 1«t to an Iron rod found on a 9111 JOLLYVILLE RD., SUITE 107 PACE 274 OF SAID DEEB RECORDS,BEING ALSO ALL - point In the south boundary line of a 4.54 acre tract designated AUSTIN TEXAS 78759 OF THAT TRACT OF LAND DESCRIBED AS 11.746 S.not Trac',having been conveyed(previously)to Austin Whole ACRES AND CONVEYED TO DEEPwooOs CENTER JOINT Lima Company by Inri-menl •orded In Volume 425 Page 516 of BENCHMARK DESCRIPTION 0C ELEVATION: VENTURE,A TEXAS JOINT VENTURE,BY SPECIAL said Deed Reee .,said point belnaa the northeast comer of a WARRANTY DEED RECORDED IN VOL 2307 PG.132 7.00 aen tract of land obtalned by Aceft.White Ume Company and P.K. NAIL SET IN THE TOP EAST SIDE OF THE OF THE OFFICIAL RECORDS OF SAID COW .SAID described by sold'C.rilfl d Copy of Resoluflon,being also the CONCRETE BASE OF AN OCTAGON SHAPED POWER 11.751 ACRE TRACT Of LAND KING MORE southwest comer of said 4.462 aen tract,Me southeast comer PARTICULARLY DESCRIBED NT METES AND BOUNDS AS of said 0.49 acn trod and the southeast comer of the herein POLE NEAR THE EAST R.O.W. OF DEEP WOOD DRIVE FOLLOWS: described tract; AND 325' S. OF THE SOUTH R.O.W. OF R.M. 620. THENCE with the.oaf boundary line of sold 0.49 acn ELEVATION: 761.95' M.S.L. BEGINNHIO a concrete highway monument- found on o. troet of land,same bstnq fn. south boundary line of sold 4.54 point o/ uw.ahm.In Ih.south right-of-way line of R.M.620, acre tract, some beinq the orM boundary line of Id 7.00 a oleo knew.w Hound Rack Ave.(varlabh right-of-toy width),sold fncL L land, N69oI8'SB"o of a distance of 136.37 acre BUILDING SETBACK NOTE: 'VEE; ge.DO feel right of Erpinear's C.ntallne Station (aPPmxlmaf WY)pass the southwest comm, of sold 0.49 oc e 463+45.29,saki point being also the reel comer of a 0.933 seri trad,being at..the o.N.-of comer of.aid 4.54 aen#met, BUILDING SETBACKS SHALL BE ESTABLISHED IN ACCORDANCE tract of land conveyed to the Slate f Texas by Instrument same being the southeast comer of said 15 7/8 acn tract, WITH THE CITY OF ROUND ROCK ZONING ORDINANCE. recorded In Volume 768 Page 52 of the Deed Record of WIINar,Non; continue on sold course.In part,with Mm north boundary lire o1 County,T.su., for the POINT Or BEGINNING h.Nol, told palm as 7.00 core'met,same being In pan with the north boundary SIDEWALK NOTE: being herein desynntd'Point A',and from whkh.the northeast/ line of a 66.5 ocn trod of land designated'Third Traer,as SIDEWALKS WILL BE CONSTRUCTED IN ACCORDANCE WITH comer f the Jccob M. Harrell Survey been opproslmalily c.nveyd to Aust,Wit,, Um.Company by Instrument recorded In THE CITY OF ROUND ROCK SUBDIVISION ORDINANCE. N43o3O'E a diatoms of 5421 feet; Volume 425 Page 516 1 old Deed Records,wme being the south boundary line of said 15 7/8 acn treat of land for a total THENCE with the south boundary line 61 sunt 0.931 acn distance of 866.07 least to Iron rod found on o point being Me LIMITED ACCESS NOTE: Incl of lad,same D.Inq the southright-ol-ray Ilhe of R.M.620 wu'twas'<om.r of a 1.048 aen to<f of fond eenv.yed to Mm ACCESS TO R.M 620 with the aro of a curve to t11e right hovirp a radium of 2231.63 City of Round Rook,Teas for rfghl-of-way purpose•by Instrument (ROUND ROCK AVE.)IS HEREBY fest,an Inferior angh,. 104.45-52J, an an length of 185.58 ro..rded In Volume 2155 Page 4 of.aid Official Record.,sold RESTRICTED TO THREE(3)SEPARATE DRIVEWAYS. fnet,and a chord which bean S76a28'13.E for a distance of point b.Irtalso In the war right-of-ray tin. of Deep Wood ACCESS IS HEREBY PROHIBITED TO PAVED ACCESS ROAD 185.53 feel to an Iron Ilh.-f;rod found on a point of tonq.ncy In the Dries,a 90-foot-wide public right-of-way,said point being the FOR RICH SCHOOL ALONG EAST BOUNDARY LINE OF LOT 4. north boundary hef; southwest comer har.o/; THENCE co.Hn.I.V .ith the south boundary line of sold THENCE deparllnq Ihm north boundary line of sold 66.5 DRAINAGE EASEMENT NOTE: 0.933 so,e tract of land,same being f.south right-.l-way 11- n'Third Tracr.with the east bourMory Iln.of sold 1.048 NO FENCE OR OTHER OBSTRUCTION SHALL BE INSTALLED al R.Y. 820,574005'00' E for a distance of 226.21 feel to an ocn 1rae1, a mm being Me oast rig a t1a soy IMe of Deep Wood OR PLACED IN ANY DRAINAGE EASEMENT SHOWN HEREON. Iron rad .et".the norihrest corner of Laf i of D.eprood Center Drive,N14e39'3YW for o ditanc.of 185.03 fest to an Inn rod Sectlen OM,a sudivi.I- ecordingi to the plat thereof recorded set on a point of curvatura In the westerly boundary line hereof; FLOOD PLAIN NOTE: In Cabinet J Sllde 123 olathe Plat Records of Wllllomson County, Tenon for an angle point In the north boundary line herself; THENCE continuing with the east boundary line of said ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR 1.048 acn 'raef,same being M.east right-of-way of Deep Wood WILLIAMSON COUNTY,TEXAS AND INCORPORATED AREAS DATED 9/27/91, THENCE d.pprtlna said right-of-way It...same D.Inq ohm Driven,with the arc of a turn 10 the r1pht,having a radius of REF.PANEL NO.48491CO330C THE TRACT OF LA DEPICTED HEREON a urh boundary fire o/ said 0.933 cru treat, with Mm sol 1955.00 fid, an Interior angle of 14o26.15',an arc hngih of IS NOT WITHIN A SPECIAL(SHADED)FLOOD HAZARD AREA. boundary line of sold Lot I,Sl5oS5'00'W for o distance of 180.00 492.63 IM and a chord which bean 1,107o26.25"W for a oilstone of I«I to an Inn rod ffte -Me.oath-si comer of sold Lot 1 491.13 IM to an Iran rd net on the point of Intersection of wme bstr,g on inlerkr est tomo of M.hvrin desorlDed Inch, the wall right-of-way linef Deep Wood Drive with the southerly right-o/-way line of N.M.620 as established by ght-of-Way Dead P A G E I OF 2 THENCE with the south boundary[in. of said Lot 1, recorded In Volume 337 Pape 2D7 0l said peed ReaoMs,sold point Satiate 3B"E for a distance of 250.36 feet to on Iron rod found on being the northeast comer o1 sold 1.048 acre trod of land,same a point b.lr,q fid wuth.esl comer of said Dold of Confer being the norlhwesl comer n.rw,: ��p�o o (��u �Q SseN_One, wme b.irp the aoutheael cpm.,of sold Lot f,sold p point being In Mm wool boundary line of a remnant portion of a THENCE ith fm south rlyht-ol-way It- of R.M. 520 0.432 acn trout of land conveyed to Round Rock Independent S87o42'04'E for a dlstons of 215.95 fee#to on Iron rad set on School District by Instrument recorded in Volume 329 Page 267 of an angle point,sold angle point being d.rlwd from Information sold Dined Records,sold point being the .at sa.th.,y northeast containd wtinln sold Right-of-Way Deed recorded In Volume 337 ��/ j ]� comer hereof, and from which,a concrete highway monument found Page 267; C u U u�s on a point In tn..aWnmAy right-of-em IIs.of R.M.820 venin JOB No.597-502-21 being design 'Point B,being 128.78 feel left of Enrgpin«r'. THENCE c-ItI.Ing with the south rff AQht-at-way fin. C.nteritn•Station 469+64.01 boron NO8o4S'OYW a data... of of A.M. 620,S89c03'04'E for a dlsfnno.of 102.48 fast to Me x;0.33 fast; POINT OF BEGINNING hereof and containing 11.751 acres of land. Note:Bearing basis far this description Is from 'Point A"to Baker-Alcklen 9111 JOLLYVILLE ROAD "Point B•'described above,having an invent bearing and distanceSUITE 107 of SOBo34'4lrE 635.13 feel. A Associates,Inc. AUSTIN,TEXAS 78759 IN Consulting Engineers (512)346-6950 Df I p�OCD CIEN7EN SECMDH 7W0 Approved thilO S� day of _ 199 A.D. by the City Planning and Zoning \ Commision of the City of R d Ro Texas, and authorized to be filed for record by the County Clerk of Williams Coun y,Texas. STATE OF TEXAS /I/1 T7*- el�- COUNTY OF WILLIAM30NTHAT Deepwoods Center Joint Venture,]owner.of a remnant portion Jo es L. Dunham, Chairman o ert Rry of an 11.751 acre (called 11.746,acres tract of land as conveyed to it by instrument recorded in Volume;2307 Page 132 of the official Records of Williamson County-,-Texas, do hereby state that there are no lien holders,-.of the_ remnant portion of said certain tract of land, and do hereby join, approve, consent and dedicate to the public use forever the streets, alleys, easements and all other lands 'fntended for, public dedication as shown PAS A APPROVED, on the� day of_ 191 A.D. hereon. ATTEST: \ Charles Culpep r yor anne Land City Sec_ City of Round Ro k, Texas ity of Round Rock, TexasjiC• • -�7- John C e a, Managing urer Date Deepw b Center Joint.Venture c/o T e John Lewis Company 9171 Cagital of Texas Highway North Austin, Texas 78759 THE STATE OF TEXAS COUNTY OF WILLIAMSON STATE OF TEXAS I, Elaine Bizzell, Clerk of the County Court of said County, do hereby certify that the COUNTY OF TRAVIS foregoing instrument in writing, with its certification of authentication, was filed for This.instrumeat was acknowledged before me on the Zjgtday of record in my office on the_ff7�_t da of __ h�M 1994,A.D., by John C. Lewis. y :Jy"Y 19�, A.D., at.J'� o'clock j/M. and duly recorded on the ,'-'Ada of_ / -�L-= Y CSL, 19_?4, A.D. at 115Q o'clock M. in t�`�� O�- the Plat Records of said County, in Cabinet____, Slides_e2-2=�-f0 &� Notary Public, State of Texgs� MY C014811111014 WITNESS MY HAND AND SEAL of the County Court of said County, at office in Printed Name: _ 0°mrt,laW Georgetown, Texas, the date last above written. / My Commission expires: ELAINE BIZZELL, Clerk, County Court co STATE OF TEXAS Williamson County, Texas NTY Cp ' COUNTY OF WILLIAMSON Q- ! THAT Amerco Real Estate Company of Texas, Inc., a Texas By:_e!�+,�'-�--` corporation, owner of a 2.761 acre portion of the 11.751 acre Deputy 9 0 p tract of land depicted hereon as conveyed to it by instrument may:, `4 recorded in Volume 2644 Page 512 of the Official Records of 'a/9HShee are 0 C��0`,, holdersWilliamson of County, ce tain 2.761erac a stracttate t and tdor hereby lien y join, approve, consent and dedicate to the public use forever the streets, alleys, easements and all other lands intended for public dedication as shown hereon. 30-5� STATE OF TEXAS Charles Bayer Date COUNTY OF WILLIAMSON Title:Preeldent Amerco Real Estate Company of Texas, Inc. THAT 620 Mini-Storage, Ltd, a Texas Limited Partnership owner of; 2721 North Central Avenue, Suite 700 a 3.595 acre Phoenix, Arizona 85004 portion of the 11.751 acre tract land dep�cted� hereon as conveyed to it by instrument recorded in Volume 2567 Page 350 of the Official Records of Williamson_County, Texas-, do STATE OF ARIZONA o hereby state that there are no lien holders f the 3.595 acre COUNTY OF MARICOPA tract of land, and do hereby join, approve; consent and dedicate to the public use forever the streets, alleys, easements and all other s intended or Thi tru e t was acknowledged befo a me on the day public dedication �s shown hereon. of 19 199 A.D., by C arles Bayer. Roane Puetni-St, General Partner ;, - -Date ttCopary Pub State of Ari o a a1+r>xerx 620 Mini-Storage, Ltd. Printed name:_t( MARIE MOORE A Texas Limited StrePartet, Ste.,2 My Commission expires: �" i;S1waIAs1"' 114 West 7th Street, Ste., 200 — AIAn COM COUNTY Austin, Texas 78701 WCC Egir AM21,1914 STATE OF TEXAS COUNTY OF WILLIAMSON This ins rument was acknowled d\beforq,me on the �ihd� day of 199 , A.D. by Roane Puett. STATE OF TEXAS COUNTY OF WILLIAMSON Notary Public, State o8 Te That I, Cecil Jackson Chisholm, do hereby certify that I prepared Printed Name:�j 1 ¢`_ this plat from an actual and accurate an-the-ground survey of the My Commission expires:_10/01741 F"^» EUNICEB.RDSA1 land and that the corner monuments shown thereon were properly `•. } Fn ccrx ussro9 Exru Es ocWu1.1W7 placed under my personal supervision, in accordance with the Subdivision Regulations of the City of Round Rock, Texas. THE STATE OF SEXAS Cecil Ja s n Chisholm Date /�� COUNTY OF WILLIAMSON Register rof � es Land Surveyor No. 4295 (� I,A. William Waeltz, Jr., do hereby certify that the information contained on this plat complies with the subdivision ordinances and the stormwater drainage policy adopted by the City of Round Rock,Texas. ''M\ 0 rE�1 adF tc�. - LIIAN Yj�ELT1- W D E E P W O O D CENTER lliam Waeltz, Jr., Registered Profe nal Engineer No.68220 Date �' j" "STATE OF TEXAS rp;�.=T CDDNTY GF TRAYI3 << �iSECTION T W 0 This instrument was acknowledged before me on the-.al 1tday of PAGE 2 OF 2 �ityll� 1994, A.D. by John C. Lewis. Notary Public, tate of x 4*11111111191 Baker-Alcklen 9,1,joLLmut rroao w''pa'N0N°°e16J &Associates Inc. sunr,aY Printed Nsio s: 1' Oesbrf 1eW 9 "LusTiw,1Ex•s zerse My Commission expires: - Consulting Engineers (512)Su-69eo P Lehr MAE RECO AD=4 G• DOC# 951158f DocB : 9511587 Rec. 3 56.00 � rmram Date s 03-27-1995 fire : QA:58:20 A.M. Filed & ed in Official Re s —" 620 Auto l�cch4 c Inc. - of VILLI • ELAINE NL C sIIHII2.4L�=Q� NRS-— Will Gaper Subdivi�ian i 14-AZ M=Tm7n Ilr C LE=zz L-3216, r $=E: 326 PROPERTY FORMERLY KNOWN AS: 5.632 acres J.M. Harre ., A 284 WCr 2568-891 OR 0 INSTRUME1li 2/6/95 DA /24/95 .. 4- L Ct-e- >__1 t0 g q511-527 LEGEND LOCATION SKETCH J.J.Moore et.ux. Glen ran Inc. Gerald D. Marx H.D Warden Roloel -James Scale:['=2000 10 IRON PIN FOUND " 1.083 AC. 2.3 97 A C. 1.52 AC. [.�O AC. Nova Ortiz 0' IRON PIN SET 1851/685 1950/977 646/457 738/864 ef.a I. 2062/17\11 � DATA THIS SURVEY 320/11115 RECORD DATA I ELEVATI(5N 727 M.S.L W BENCH MMM SITE EASEMENT FOR PARKLAND, Be 1. DRAINAGE,P.U.E. AND loo ULT.IT F.P.E. "a 0 f. a, 1-0 8-3 185 1 BRUSHY CREEK -1-1-WASTEWATER EASEMENT -1 (APPROXIMATE S 72 09E 0 86 6.4 P In 125 YEAR FLOOD.PLAIN 0 96h be V, -1001 Scale D7774 O6 Nik_T P 4D-54 PARKLAND DRAINAGE & PUBLIC UTILITY EASEMENT ,,I %Ae.N o9 ...... an A. COUNTRY SQUARE 51 30'wide Easemen c C.Cause 1-5 -3 TOWN AND Round Cabinet F SL.290 _w1 'F11"V. Robinson 3 2 14 4 Land Limited 1.003 0952 0.908 2.769 7"D 9 AC. 18.904 AC. so AC A AC. Ex. A-8 Z. ID 1996/197 W-31'3Z 3614.1.0,r,85, Al h y1 approved thin he 6U Ak day of 1995, by the city Planning and toning ComatLoglon of the City ..,and authorized to be filed for record by the County Clark of N County,Texas. Z07 75.00 0. 37' .4AK. 11'30'W 'Maise.I.Dunham R OF F. M. 620 (Width Varies) saimiger Secretary PLAT NOTES: - - - STATE OF TEXAS • APPROVED,on the A�tohy or 1995. •1. Building setbacks will be in accordance KNOW ALL HEN,B�THESF,PRESMTSi'1 Ordinance. with the City of Round Rock Zoning COUNTY OF WILLIAMSON Docit 95115A 2. Sid-1k, will be constructed Willi"F Forest,Jr-., Registered P�ofes.lonal Land surveyor, VD44.A,, in accordance with the City of Round Rock that Ilp'rpa,,d thle plat,fr yor, do hereby certify chariot CulpepMayor .i.. I -the-ground survey of the land eh---.. onan amtue-I and.acturate on Subdivision Ordinance. her..n and that the Corner monument.and bench mark shown her0on were properly placed under City of Round Rock,Texas 3. A fifteen foot (15') wide public utility easement is dedicated adjacent to all my Personals supervision,iK accordance with the Subdivisio Regulations of the City of Round -t-taid.proper y lin.of all lots shown hareOn. R� T A thirty Y foot (30t ATT 6T: Dealt 2 9511567 4. wide public utility easement centered on each interior lot Willi..IF.F-ent--Jr. Rec.$5fi.00 Date 03-27-IM line in dedicated from the North line of F.M. 620 to the South line of the Na. IB47 Parkland, and Sewer Easement shown hereon. A fifteen foot (151) ,0 Tine A.M. wide public utility Y 1z-34-91f ghnne,Land,City Secretary Filed bearded in w d t easement is dedicated along the East line of Lot I of this ty o Pound Rock,T... Official Records subdivision from the North line of F.M. 620 to the South line of the Parkland, 1, of WILLINN county,TX. Drain and Storm Sewer Easement shown hereon; a similar 15 foot easement Is STATE OF,ITEXAS ELAINE DIZZELL dedicated a feet. ON MOW AL STATE OF TEXAS Cuff am long the West line of Lot 4 a distance of 45 COUNTY Or WILLIAMS L;HEN BY THESE PRESENTS; 5. This plat is limited to 3 access points to R.M. 620. Lot.1 and 2 will each have 1,"P.nial A lhl",hl COUNTY or WILLIAMSON KNOW ALL MEN BY THESE PRESENTS; an access point. Lots 3 and 4 will have a shared access point. a- '.. iv ,�.dl hereby certify that the information contained on this plat complies filth the bd I ordinances and the t.c-at.r drainage policy adopted by the City of Round Rock,Texas. 1, ZlaLna Bizaall, Clark of the County Court of said county, do hereby 6. Obstructions within any drainage easements shown hereon are prohibited. certify that the foregoing instrument In writing, with it certificate of 4� alLtILenti"tion was filed for record in Effica an the c'A_74% day of �T YAYT.A A.D.,1995,at .'.l-k,&M.,and duly recorded plak A. ane an Date 'cL 1, ........... t is the a�� day of ry)Ctr)Ch-% A.D.,1995,at Lock, No. �Z169 •DANIEL A. JS In the Flat Record.of said County I.Cabinet SlLd.,3;9,,,-To FOREST SURVEYING AND MAPPING Co. ............... CERTIFY WHICH,WITNZSS MY HAND AND SEAL at the County Court of said County,at 1002 Ash St. 52169 zt-0 my office In Georgatowm,Teas.,the date last shown above written. Georgetown,Tx. 76626 Blain.Bizzoll,Clark STATE OF TEXAS PERIMETER DESCRIPTION FOR THE WILL CALLER SUBDIVISION STATE OF TEXASENG ,,,"eoCounty Court of Williamson County,Taxes Abstract No. 284, in Willip..on County,: ! *,.;"•I., BY -P-ty BEING 5.632 acres of the J.H. Harrell Survey, COUNTY O$WILLIAMSON COUNTY OF WILLIAMSON ....... Texaal the same tract called 5.633 acres as described in a deed to 620 Auto.Exch.oge\Inc. Th. I Michael Bennett,.,Vi That 1, r7,,, I o t X. tc: recorded in Vol. 2568, Pg. 891,Official Records of Williamson County;Texas., Surveyed on Pro,dent of 20 Auto Exchange Inc h th lien holder of the certain tract f the ground In December of 1994, by William F. Forest, Jr., Registered PkofesslI,�Lno _ounsF'of the cartel.tract of land recorded Surveyor No. land recorded in Vol.2568,Pg.891,of the Of Willi..... 1047. in,v,l. 2568; Pg. 891, of the Official Official Records Record. of Williamson County, Texas, do county, ....... BEGINNING Team.,do hereby consent to the subdivision at the Northeast corner of the said 5.633 acre tract, iR'the approximate, hereby dedicate to the public use forever of 5.632 acre.of land situated In the city center of Brushy creek, and at the Northwest corner of Lot 1 Of Town and"qountry Square,a the streets, alloys, easements and all of Round Rock, Williamson County, Texas, subdivision recorded in Cabinet F, Slide 290. The Northeast corner Of the J. M. Harrell other lands Intended for public dedlcation and do further hereby join, approve, and Survey stands about N 71 deg.9 2700 feet and N 19 deg.W 2900 fast,more or less. hown her.... consent to the dedication to the public use FINAL PLAT forever the street., alleys easement.and THENCE with the West line of Lot 1 of Town and Country Square,,S,00 deg. 55 min.00 other land. intended for public k'Of the creaky continuing in all (V.P. 9. dedication a-nn-tt; o,c:.,W at 54.5 feet pass an iron pin found on the South bAn Owner 620 Auto Exchange) show hereon. '12 5 feet to an iron pin found. 1308 Round Rock Ave. WILL GALLER SUBDIVISION Round Rock.Texas 78664 By, THENCE with the North line of P.M.620,N So deg. 11 min. 30 sec.W:421.37 feet to an THE STATE OF TEXAS OWNER: 620 Auto Exchange Inc. iron pin found;and N 61 deg. 46 min.00 see.R I34\88-feet to,an_Iron pin found. COUNTY OF WILLIAMSON This instrument ... acknowledged (Signature) Michael E.Bennett,Vice-President THENCE along the fenced East boundary 4 of an 18.904 acre tract-conveyed to Robinson Land before me on the day of F�nCL,,-A� ITyped Name ACREAGE: 5.632 Acres Limited in Vol. 1996, Pg. 197, finding iron pin.as follows: 1995,by Michael E.Bennett,Vice-Pr..id..t it. SURVEY: J.M.HARRELL ABSTRACT NO.284 N 3B deg.OS min. 05 sec.X 26.96 feet 11 1 of 620 Auto Exchange Inc., on behalf of N.25 deg. 16 min,20 sec.W 29.98 feet.," sal!��han�rnc. THE STATE OF TEXAS NUMBER OF BLOCKS: 1 \N 34 deg.32.1n.'40....W S6.G5 feet; COUNTY OF WILLIAMSON NUMBER OF LOTS: 4 M 49 deg. 13 min. IQ,aey.W 111.68 feet, Notary pub 3L 7'State of T This instrument was nn edged NEW STREET: 0 N 52 deg. 38 min. 10 Bea.W 72'.'157 feet; Printed Name before me on the.1CLPuiay of !,-" ., N 71 deg. 31,min. 30 sec;W 59.74 feet; and My Commission Expires: 1995,by L-OtV) k C(&Ir--,1 DATE: JANUARY 1995 N 55 deg. OS min. 00 seq-W 79.86 feet. Of on behalf of said SURVEYOR: WM.F.FOREST JR. THENCE N 08 deg.25 min.GO.sec E,it 49.60 feet pas.2.43 feet West of a 60 penny nail ENGINEER: DANIEL A.SHANAHAN found in a 36 inch Sycamore,continuing in all 140.0 feet to the Northwest corner of the said as /T) BENCH MARK: Brass cap in concrete monument 5.633 acre tract. N ft�ubli,State�f Texass-a, Nemen Location: E.Line Lot 1 200'from S.E.comer THENCE downstream with the approximate centerline of Brushy Creek, 5 72 deg.08 min. MY-1kaski-io.Expire., r Elevation: 727 M 20 sec. E 866.41 feet to the POINT OF BEGINNING. Julie Moore S.L. DOC# 4512568 UTILITY EASEMENT 2 6 9 9 PAF 0 6 0 9 STATE OF TEXAS & & COUNTY OF WILLIAMSON & KNOW ALL MEN BY THESE PRESENTS CITY OF RO�N� ROCK & o inson Ranch Robinson 1991 Land Limited Partnershi That,Robiuson Land Limited Partnership GRANTOR, of the County 0 Williamson, State of Texas, for and in consideration of the payme and NO/100 DOLLARS, and other good and valuable consideration, i a i to GRANTOR by the CITY OF ROUND ROCK, TEXAS, the receipt of whic i e eby acknowledged, have GRANTED, SOLD and CONVEYED and by these prese t oe GRANT, SELL, and CONVEY unto the said CITY OF ROUND ROCK, a T � pal Corporation, certain rights and 'interests in the nature of a�ae po!�u\al 15'wide easement on and through the following described property: �I BEING 0.433 acre of the J. M. Harrell Sur , ract No. 284, in Williamson County, Texas; part of the 4 acre tract which is described in a deed recorded in Vol 7, . 403, Deed Records of Williamson County, Texas. Said 47. Cres is part of an 18.904 acre tract. as described in. a. doc ent . . orded in Vol. 1996, Pg. 197. Said 18.904 acres being fur t scribed by Exhibit A-8 in said document. Surveyed h and in March of 1995, by William F. Forest, Jr. , Regist ed PJ' fessional Land Surveyor No. 1847. provided, however, that this conveyance shal Irl a rights herein specified only as to that portion of the ab a des` ibed property more particularly described by course, width, an n th attached description known as the "Easement Area". To erect, construct, install, a d there er use, operate, inspect, repair, maintain, reconstruct, mo fx and r ve the following: 12" Water Main, connecting lines, c facilities and related equipment; upon, over, and across said prop t as herein described and any ways, streets, roads, or alleys abutting same- d ut, trim and control the growth of trees and other vegetation o /an I t e easement area or on adjoining property of GRANTOR, which might int rife i or threaten the operation and maintenance of any public utility Qcui ar ssories, or operations. It is understood and agreed that any and a qui m t and facilities placed.,upon said property shall remain the proper,'" roper NTEE*. GRANTOR expresslsubor i ates all rights of surface use incident to the mineral estate td�the ve ,e cribed uses of said surface by GRANTEE, and agrees to lend 'r s o ions on behalf of GRANTEE upon request. It is e e un stood that the GRANTOR or future Owners of this property res tt �'gg�ht to use this easement for all purposes which do not interfere wit rev 't its use by the GRANTEE. TO HAV,L��T0 LD the rights and interests herein described unto the CITY OF RO� D ROt� TEXAS, and its successors and assigns, forever, and GRANTOR donee here bind itself, its successors and assigns, to warrant and forever\,MrK�, , all and singular, these rights and interests unto the CITY 0 NTEXAS, and its successors and assigns,. against every persor�whorr�o�v�.er lawfully claiming, or to claim same, or any part thereof. OFFICIAL RECORDS WILLIAMSON COUriTy Tr-vr -1- 2699PAGEd610 EXECUTED this Jo+!� day of maltcv 1995. ROBINSON LAND LIMITED PARTNERSHIP, a Texas limited pa ership By: 8y• A. H. R binson, II John Oscar o inson Its: General Partner Its: General Partner ROBINSON 991 LAND IMITED PARTNERSHIP By:. ` 1( / . By A. H. Robinson, III Jo n Oxcar Robi Its: Genera] Partner Its: General Part CHARLOTTE DIES ROBINSO A. H. Ro i so II Co-Trustee of the Charlotte Dies Co-Trustee o h Char Otte Dies Robinson Robinson Exempt Maeital Deduction Exempt Mari ion Trust and as Co- Trust and as Co-Trustee of the Trustee of t ar tte Dies Robinson Charlotte Dies Robinson Nonexempt Nonexemp Mari- 7 eduction Trust. Marital Deduction Trust. qr 4144,4- IeA"'a� j FLORA ROBINSON COSPER CHARLOZ I' OBINSO Co-Trustee of the Charlotte Dies I IV �11y Robinson Exempt Marital Deduction Trust and as Co-Trustee of the Charlotte Dies Robinson Nonexempt Marital Deduction Trust A. H. R 8 SON, I I O'N C R R08INS N Trustee of the George E. Robinson ustee of the George E. Robinson 1986 Family 1986 Family Trust and the Vi is Trust and the Virginia E. Robinson 1986 E. Robinson 1986 Family Trust Family Trust. ROBINSON RANCH, a Texas gen al r rship 2. BBY: "r^ Char]otte Dies ob n' i wally, A. obinson, III, Co-Trustee of the and as Co-Trustee he rlotte Charlottee Dies Robinson Exempt Marital Dies Robinson Ex e�n t Ma i a Deduction Trust and as Co-Trustee of the Deduction Tr st a as C Trustee Charlotte Dies Robinson Nonexempt Marital of the Cha t� -Gile / inson Deduction Trust. Nonexempt M,rJitdution Trust ITS: General Partner ITS: General-Pa 't r� B y• ;QL( 8 y�-C Flora Ro- oh--Q per, Co- ustee Ge rg o inson Of th 9 to Dies Robinson Its: General Partner Exemp �C al a aritall Deduction Trust and as C -Tr ee of the Charlotte Dip- Rkobinss�n'Non exempt Marital D 'dtrcty�Trust Its• vera rtner -2- Approved as to form: VOL- 2699PAGEU6 1 City Attorney STATE OF TEXAS ) ACKNOWLEDGEMENT COUNTY OF WILLIAMSON This instrument was acknowledged before me on this 4— f an ek— 1995 by A. H. Robinson,III; John scar o inson; Charlotte Dies Robinson, Flora Robinson Cosper and GeorF. son in capacity as General Partners of Robinson Land Limited erste p Robinson 1991 Land Limited Partnership, Robinson Ranch. Notary Public d o the State of TE ,�•�'"'"k.� MELISSA KWsm MILLER • NonbdanF�IrNou�t • MAY 9,1997 a6F' O O C -3- FOREST SURVEYING AND MAPPING CO. (� (► L 1002 Ash St. VOL. 2 6 9 9 PAGE Q 612 Georgetown, Tx. 78626 DESCRIPTION FOR EASEMENT FOR THE CITY OF ROUND ROCK BEING 0.433 acre of the J. M. Harrell Survey, Abstract No. 284, in Williamson County, Texas; part of the 47.83 acre tract which is described in a deed recorded in Vol. 717, Pg. 403 ed Records of Williamson County, Texas. Said 47.83 acres is p f an 18.904 acre tract as described in a document recorded i Vo 1996, Pg. 197. Said 18.904 acres being further describe Exhibit A-8 in said document. Surveyed on the ground i arc 1995, by William F. Forest, Jr. , Registered Professiona L d Surveyor No. 1847. BEGINNING at an iron pin found at the Southeast oe of the said 47.83 acre tract, as it now exists, and at the o w t corner of a tract called 5.633 acres in a deed to 6�Q�Au yExchange Inc. , recorded in Vol. 2568, Pg. 891. This point in the North line of F.M. 620. THENCE with the North line of F.M. 620, 1 d 46 min. W 86.05 feet to a concrete monument found at the inning of a curve to the left having a central angle of 29 deg s 19 minutes and a radius of 922.93 feet. THENCE 472.23 feet with the arc of theme v to the left, the chord bears N 75 deg. 17 min. 15 sec. W .1 et to set an iron pin at the end of the curve. THENCE continuing with the North lime F.M. 620, N 88 deg. 52 min. 05 sec. W 213.0 feet to a c te monument found at the beginning of a curve to the left hngadius of 2351.83 feet and a central angle of 11 deg. 43 m 10 ec. THENCE 481.07 feet with a che curve, the chord bears N 82 deg. 29 min. 10 sec. W 0.23 t to set an iron pin. THENCE N O1 deg. 39 min. se E 15.0 feet to the beginning of a curve to the right having us of 2366.83 feet. THENCE 482.54 feetl�".-'i" the arc of the curve to the right having a central angle of '-deg. 41 min. 50 sec., the chord bears S 82 deg. 30 min. 20 se 45-70 feet to the end of the curve. THENCE S 88 deg. n 5 sec. E 211.10 feet to the beginning of a cu t e� 'ght having a central angle of 29 deg. 19 min. and a radiu 9 3 feet. THENCE 479.9 et h the arc of the curve, the chord bears S 75 deg. 17 min. 5 se E 474.69 feet to the end of the curve. THENCE O1f�d�e 6 min. E 88.37 feet to the West line of the said 5.633ac3t. THEN 3 \T . 08 min. 05 sec. W 15.22 feet to the POINT OF BEGINNING. y)1 2699PAGE 06JL3 CERTIFICATE FOR EASEMENT FOR THE CITY OF ROUND ROCK (0.433 AC.) STATE OF TEXAS • KNOW ALL MEN BY THESE PRESENTS; COUNTY OF WILLIAMSON I, WM. F. FOREST, JR., do hereby certify that this survey was made nth ground of the property legally described hereon and is correct and that�hel�-� are no significant discrepancies, conflicts, shortages in area, knowd.bouKary line conflicts; visible encroachments, overlapping of improvements, illty;� lines or roads, except as shown on the attached plat, and that sai")rpperty`�has access to and from a public roadway. Records research for easement vbr�ification has not been performed unless indicated on the attached plat by din references. TO CERTIFY WHICH, WITNESS my hand and seal at Georgetown, of his the 17TH day of March, 1995, A.D. file:CITYRR.EAS (WP5) ST JR. RE ISTERED PROFESSIONAL L SURVEYOR 1 7 . •1 7 : 95125b8 Ree # 17.00 bate : 03-31-1995 SV \�' Ti*e : 05:05:22 P.M. Filed 6 Recorded in Official Records Of YILLIARM County, TX. ELAINE RIZZELL CDMTY CLERK 0 0 C ... . ... ... t' IIIIIIIIIIIiIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ESMT 10 PGS 2009084396 WATERLINE EASEMENT THE STATE OF TEXAS § § KNOW ALL BY THESE PR Mrs- COUNTY OF WILLIAMSON § That ROUND ROCK INDEPENDENT SCHOOL DISTRICT, whose curt lt,� ss is 1311 Round Rock Avenue,Round Rock,Texas 78681, and its successors and assigns, (her ter r erred to as "Grantor"), for and in consideration of the sum of TEN and N0/100 DOLLAR 0 other good and valuable consideration paid by the CITY OF ROUND ROCK, TEXAa i unigipal corporation (hereinafter referred to as"Grantee"), whose mailing address is 221 East MI S qet,F�b�ind Rock,Texas 78664, the receipt and sufficiency of which is hereby acknowledged, d� herebjy-PRANT, SELL and CONVEY unto Grantee a perpetual easement and right-of-way to cpnatrUot;,�stall, operate, maintain, inspect, reconstruct, enlarge, relocate, rebuild, repair, and remove'"'v�e�listribution system and waterlines,together with all necessary lines,pipes,conduits,valves,�vaults,ih oles,ventilators,and other equipment, improvements and appurtenances thereto, in, u �� der, above and across the following described property of Grantor,to-wit: See Exhibit"A"describing a 0.84 acre of land outttr :i14: rrell Survey Abstract No. 284,Williamson County,Texas, being a portico QQf� �l t' rt ran 43 acre tract described in a Deed to Round Rock bidependent School Distri t�iecord$ in Volume 529,Page 268 of the Deed Records of Williamson County a , a �r�tiv" of that certain 4.482 acre tract described in Deed to Round Rock Indepe��e 'School District recorded in Volume 529 Page 264 of the Deed Records of V�IA4amson C u ty,Texas, and a portion of that certain 0.432 acre tract described in a Deed tt bund k Independent School District recorded in Volume 529, Page 267 of the Deed Recdr' of Williamson County, Texas. The said 0.84 acre of land being more Odicularly desc11.bed by metes and boudns as attached. See "Sketch to Accompati Descriptor ' attached hereto and made a part hereof for all intents and purposes hereu i a 'n- iy wise pertaining,showing such easement. This conveyance is mW'e an ted subject to an and all conditions and restrictions, p J Y rf any, relating to the liereinabove/ es ibe">operly to the extent, and only to the extent, that the same may still be in force and effect and own r& eebrd in the office of the County Clerk of Williamson County,Texas. 0 Except s oth"ise , the easement, rights and privileges herein granted shall be perpetual; provided, hoN eve•\t6t 6�d&easement, rights and privileges shall cease and revert to Grantor in the event the said wate ki e' i abandoned,or shall cease to be used,for a period of five(5)consecutive years. Grantor-covenants that it will not convey any other easement or conflicting rights within the area covered 'tom, ant(without the express written consent of Grantee, which consent shall not be umeasona �y'with Id, Grantee shall have the right to review any proposed easement or conflicting use of the e�eulel� ermine the effect, if any, on the waterline contemplated herein. Prior to granting its con :t for-other easements, Grantee may require reasonable safeguards to protect the integrity of the w6ter'Lne. As required by this paragraph, express written consent of Grantee shall be obtained by Grantor �r the`fofllwing mariner: advance written notice must be given by certified mail to (lie(1) City of Round hock Citi Manager at 221 East Main Street, Round Rock, Texas 78664, and (2) City Engineer at 2008 C\. Ente rise Drive, Round Rock, Texas 78664. Following receipt of such notice, the City of Round Rock 0AA%b1t SCMV-014I U55)REAL E5 MOM T6213.DOC t • shall have ten (10) days in which to respond in writing granting consent, conditioning co s upon reasonable safeguards,or denying consent. Grantor further grants to Grantee: (a) the right of ingress to and egress fi•onn the easement over and across Gras pr peity by means of roads and lanes thereon, if such exist, otherwise by such rota 6, es--as shall occasion the least practicable damage and inconvenience to Grantor pr?vid c that such right of ingress and egress shall not extend to any portion of Grantor ty which is isolated from the easement by any public highway or roa�ow-ctbssing or hereafter crossing the property; the foregoing right of ingress and er s iclud�s'the right of the Grantee to disassemble, remove, take down, and Clea;7 vay`an barricade or other structure which obstructs, prevents, or hinders Grante�s�ingress t and egress from the di Grantor's property, and should Grantee deenn it necessary`,Wso assemble, remove,take down, or clear away any such barricade or other.structur, r�•antee shall, as soon as is reasonablyfeasible replace or restore Grantor\- �o � p Q rt as sunilar a condition as reasonably practicable as existed immediately' to ,Grantee's actions pursuant to this provision,unless said barricade or other stnic u e is in nsistent with the rights conveyed to Grantee herein; (b) the right of construction, maintaining a using s ch roads on and across the property as Grantee nnay deem necessary it-the-e=r cis tl rig ht of ingress and egress; (c) the right to mark the loc ic��of the e's anent by suitable markers, provided that such markers shall be placed in lochtions ch will not interfere with any reasonable use Grantor shall make of the easeme3nt-\\ (d) the right to grade the eased It for the full width thereof and to extend the cuts and fills for such grading into aixl ob tI44'�n4 along and outside the easement to such extent as Grantee may find reasonab ne s" (e) the right from`U t to trim and to cut down and clear awayan and all trees an Y d brush nowx"erea on the easement and to trim and to cut down and clear away any trees on e tier si "I e easement which now or hereafter in the opinion of Grantee may baa:laza to the i peline,valves,appliances or fittings, by reason of the danger of falling ilbi e�or tooMfiltration therein, or which may otherwise interfere with the exercise of nfee's�ii lits hereunder, provided, however, at a � � ,1;, , p that 11 trees which Grantee is hereby C, afttlori ed to-cut and remove, if valuable for timber or firewood, shall continue to be the ,p�Werty-o Grantor, but all tops, lops, brush and refuse wood shall be burned or removed { th� ight to install,maintain and use gates in all fences which now cross or shall hereafter s the easement;and (g) the right to support the pipelines across ravines and watercourses with such structures as \� Grantee shall deem necessary. 2 Grantee hereby covenants and agrees: (a) Grantee shall not fence the easement; (b) Grantee shall promptly backfill any trench made by it on the easement sand re ai�anY damage it shall do to Grantor's private roads or lanes on the lands; \p (c) Grantee shall indemnify Grantor against any loss and damn a which 9�alf.l�e c sed b the g �� ,� Y exercise of the rights of ingress and egress or by any wrongful;0 -71 � rta �or omission of Grantee's agents or employees in the course of their ernploy � Grantor also retains,reserves,and shall continue to enjoy the surfac �ofil-h easement for any and all purposes which do not interfere with and prevent the use by Grantee of t1li easement, including the right to build and use the surface of the easement for private streets, roads,'dx1,, ealleys, walks, gardens, lawns,parking areas and other like uses;provided Grantor shall no"rect or onstruct on the easement any building or other structure such as a patio, swimming pool, spo ocurt;stoe shed, accessory building, barbeque pit or similar structure,or drill or operate any well,or tri ranreservoir or other obstruction on the easement, or diminish or substantially add to the group over aav r the pipelines. Grantee shall not be responsible or liable for the removal, repair or damage baa` 'rope , structure, building,or other use inconsistent with the rights conveyed to Grantee by the ' er i provided, however, before constructing any improvements,at least ten(10)days' written notice ball Ue r vided to Grantee of the general plans of the improvement to be constnicted on the easel=�]=Yill Gri list first obtain the consent and approval from Grantee of the construction and location% pr venlents within the easement. C \ It is understood and agreed that any'An". 1 equ�• hent and facilities placed upon said property by Grantee shall remain the property of Grantee. Grantor hereby dedicates the easenlent as a public utility waterline easement for the purposes stated herein. TO HAVE AND TQHO ri s and interests described unto Grantee and its successors and assigns forever, and Grantor`does lege y bind itself, and its successors and assigns and legal representatives, to war-rant,a*fot•ever defend, all and singular, the above-described easement and rights and interests unto Grantee�s srrccb stirs and assigns,against every person whomsoever lawfully claiming, or to claim same,pqi y p t there IN WYFN Std,W4,REOF, Grantor has caused this instrument to be executed this . day of \ J GRANTOR: ROUND ROCK INDEPENDENT SCHOOL DISTRICT, \ Alan Albers Executive Director 3 ACKNOWLEDGMENT THE STATE OF TEXAS § COUNTY OF WtLLIAMSON § / I This instrument was acknowledged before me on this the a ,o e month of yyki,r2009, by Alan Albers, Executive Director, of Ron ck'ln, pendent School District, known by me to be the person whose name is subscribed to qi fo� oing instrument, and acknowledged to me that he executed the same as the act and deed of acid c/x behalf ofgaid entity and in the capacity and for the purposes And consideration therein expressed. c Notary t blit, S o Texas After recording please return to: Sheets&Crossfield,P.C. 309 East Main StreetSHlRL `•'8" EY M.REAVES Round Rock,Texas 78664Notary Public State of Texas \J, y'�•..••• ;•fig MY Commission Expires , ori March 05,2010 O c O c c� c 4 091109 -11 i FIELD NOTE DESCRIPTION i D.64 ACRE OF LAND J.M.HARRELL SURVEY,A-284 WILLIAMSON COUNTY,TEXAS FIELD NOTE DESCRIPTION OF 0.84 ACRE OF LAND OUT OF THE J.M.HARRELL SURVEY, ABSTRACT NO.284,WILLIAMSON COUNTY,TEXAS,BEING A PORTION OF THAT CERTAIN 43 ACRE TRACT DESCRIBED IN A DEED TO ROUND ROCK INDEPENDENT SCHOOL DISTRICT RECORDED IN VOLUME 629, PAGE 268 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, A PORTION OF THAT CERTAIN 4.482 ACRE TRA DESCRIBED IN A DEED TO ROUND ROCK INDEPENDENT SCHOOL DISTRICT RECOR IN VOLUME 529, PAGE 264 OF THE DEED RECORDS OF WILLIAMSON COUNTY,TE S AND A PORTION OF THAT CERTAIN 0.432 ACRE TRACT DESCRIBED IN A DEE , 0 ROUND ROCK INDEPENDENT SCHOOL DISTRICT RECORDED 1N VOLUME 529PAGE. OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, THE SAIDgtl-LoWS; � ACRE"OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS BEGINNING at a point on the west line of Lake Creek Drive,the same being,4 east'line of the sold 43 acre tract,from which a%Inch diameter steel pin set with cap stamped l-anz&Assoft,al the Intersection of the south right-of-way line of Round Rock Avenue(R.W020),and,the west rlght-of-way fine of Lake Creek Drive at the northeast corner of the said 43,6cre tract bears N 10°63'69"W,463.31 feet and a computed point In a power pole at;the south6ast-corner of the said 43 acre tract bears S 10°53'59'E, 1453.32 feat and from sal&.60theast ner of the 43 acre tract a cotton spindle In asphalt set In Lake Greek Drive for-r�ns bez6 N 79°06'60`P, 6.00 feet; THENCE,traversing the interior of the said 43 acre tract,thea 4.482 a and the said 0,432 acre tracts,the fotlovAng forty-one(41)courses and distan ; 1) S 79°08'01'W,15.00 feet to a point; 2) N 10°53'59'W,417.25 feet to a polnh 3) N 30'39'42'W,37.66 feet to a�'po"tnl; 4) S BB°28'29°W,193.61 feat t a pgIn 5) With a curve to the right,having a central a gle of 03166151',a radius of 994.13 feet,an arc of 68.49 feet and a c ord bearing and distance of S 89°36'45'W, 68.48 Feet to a point; B} 5 48-09'26-W \\ B' ,39fa nt} 7) S 42°58 °E,5.: fe t v a t, 8) S 47°0345'W,A4 ee a point; 9) S 1 S' ,1 .Cal6et to a point; 32. 0' "E 4�fee to 0 ,(4'8,; � �. t a point; 10 67 8415-130.61 feet to a point; 2 8'3 W,60.96 feet to a point; l 37063'31'W,24.66 feat to a point; y`t3°46'16'W,99.05 feet to a point; N 73°16'44'W,41.83 feet to a point; 16)N 86°61'46°W,127.68 feet to a point; 17)S 79014131'W.1,28 feet to a point; c 18)S 10°46'29'E,40.02 feet to a point; Page 1 of 3 EXHIBIT "Art I 091100 - 1 I 0.84 Acre Round Rook High School i Page 2 of 3 i 19)S 79°14'31'W,15.00 feet to a point; 20)N 10°45'29'W,40.02 feat to a point; 21)S 79°14'31°W,229.68 feet to a point, 22)N 10°52'20'W,16.00 feat to a point; 23)N 79°14'31'E,247.95 feet to a point; 24)S 85°51'45'E,131.20 feet to a point; 25)S 73°18'44'E,27.69 feet to a point; 26)N 13°46'16°E,86.46 feet to a point; 27)N 37°53'31"E,32.40 feet to a point; 28)N 72°16'31°E.63.70 feet to a point; 29)N 67°4915'E,113.61 feet to a point; 30)N 32°10'45'W,37.24 feet to a point; 31)N 11°18159°W,111.20 feet to a,l t; i 32)N 47°03'45°E.17.88 feet to a-poh* 33)N 42°56'15`W,47.68 feat to a pofn� 34)With a curve to the rtgkl4;•having a central angle of 12054'391,a radius of 994.13 feet,an arc of 224.02 feet and a arch bearing and distance of N 77024'14°W,223.54 feet to a point; 35)With another cu t�t,1_iaving a central angle of 03°04'35',a radius of 3894.72 feet, an.0c.of 2 9 1 f et b chord bearing and distance of N 79037'13'W,208.10 feet to a P)041 36)S 11.OT1",'6:�1�fe@t to a point; 3�N 780 042°W,T .qO feet to a point; 8) t; � 11'� 11 feet to a point, '3�)With a ClU to the right,having a central angle of W*16'41°,a radius of 3894.72 feet,an �arc Iof 89.1'!'feet and a chord bearing and distance of N 77012'21°W, 89.14 feet to a polni; 40 S 52°44'23"W,313.46 feet to a point; 1 S 79°12'10'W, 93.37 feet to a point on the west line of the said 0.432 acre tract,the same being the east tine of Lot 1,Qeepwood Center,Section 1,a subdivision of record In Cabinet J,Slide 123 of the Plat Records of Williamson County,Texas; THENCE,N 10°56'57'W,a distance of 15,00 feet along the west line of the said 0.432 acre tract and east line of the said Lot 1 to a concrete monument found on the south right-cf-way Ilne of Round Rook Avenue(R.M.620)at the northeast comer of the Bald Lot 1; THENCE, along the present south right-of-way line of Round Rook Avenue (R.M. 620), the following four(4)courses and distances; 091109 - 1 0.84 Acre Round Rock High School Page 3 of 3 1) N 79°1210'E,89.88 feet to a%:Inch dlameter steel pin found; 2) N 52°44123°E,42.05 feet to a concrete monument found; 3) With a curve to the left,having a central angle of 04°44'00`,a radius of'3879.7Z-fool are of 320,50 feet and a chord bearing and distance of S 78048'43"E,320.4 inch diameter steel pin set with cap stamped Lenz&Assoc replacing adiameletr� steel pin found previously; `\ 4) With another curve to the left havinga central13'18'66*, : f angle of e radius of 979.1 feet, an arc of 227.65 feet and a chord bearing and distance of S 77°3 'E,' :'04 feet to a } point; � \ ITHENCE, traversing the interior of the said 43 acre t(act, the follow rtwa( Bourses and distances: �� 1) S 42°56'15'E,47.66 feet to a point; 2) N 48°0926'E,45.58 feet to a point on tha presen sowth ��. ay Zine of Round Rock Avenue(R.M.620); THENCE,with the present south right-of-way line of R u Rock v nue 9 Y d� (R.M.620),the follawin 9 two(2)courses and distances: 1) With a curve to the left,having; teal ntral ang f 04018'07',a radius of 979.13 feet,an arc of 73.52 feet and a chord.bdaring and dis a of N 89048'00"E,73.60 feel to a Xa Inch diameter steel pin set with cap stamped t n &Assoc; 2 N 88°28'29" I_ 202, 63 feet to a polnf,Aorh which the previously mentioned % Inch diameter steel pin set with, stamped Lenz&Assoc at the northeast corner of the said 43 acre tract bears N 88028'10 E,16.82 feet; THENCE,S 30°39'42'E, d slaq63,of 496 feet,crossing the said 43 acre tract to a point on the west right-of-way Ilne of L 6 Cr thra the same being the east line of the sold 43 acre tract; THENCE ° 3'' S 10 5 59`E,a'dl f ne��of 419.86 feet along the west right-of-way line of Lake Creak Drive to the PLACE O-R."miNNIN,containing 0.84 acre of land,more or less. BEARINGS A� NAD ASED ON PUBLISHED VALUES FOR C17Y OF ROUND ROCK COM7'f�'OL MON ENTl -003{N-10158131.5151,E-3125847.6849 j AND AZIMUTH MARK Q - 3A< o- - a 1'IMf3TKY A.LE Z,R.P.L.S.N0.4393 r� z&'Associates,Inc. 4393 Russell Drive Aust ,ITexas 78704 ��.��,�' aRV•+F' (51 3-1174 3-1174 �'c C't o' •d i'TIP11011.11'A LE:NZX; .............(i 2008-0027(WLEt).doc 4393 .•'off . SUPG4�r RECORDERS MEMORANDUM All or part of the text on this page was not clearly legible for satisfactory recordation. U V I 1 U v m MAP TO ACCOMPANY FIELD N07-ES GRAPHIC SCALE so raa soc Vv ( IN FEET 1 :naoh R 100 ft, ( � W I?OLIIV Z ' 0 ROC/r NUE` M. 620) �¢ \ L--3 qr / y ; 0.84 AG. .yam` 1 9 h 14, N ! � Z-14 R.R.I.S D. P.0,13, �. MAINDER OF 43 AC. \. 9 . 529, PG. 268 — TRACT 1 1 �` :o l r f A �8 M. HA RREL L SUR VE Y A —284 ® �DNCRETE'M NUMENT FOUND � 0 �,2'STEEL PI FOUND UNLESS Nb D) x; , 2'ST PIN SET W/CAP }WED'LENZ& ASSOC.' �' ��''`5 r••�f NX A .NAiL.FOUND(P.O.C. POINT OF COMMENCEMENT . <� R.O.B. POINT OF BEGINNING ...................t� ' �. `l 31.....s ......,. WARZvpJAE5pRTER FOR InJ. �!;. :!^13 •f� \ ® COTTON SPINOLE SET ��` r�.:,o<' A Oo PO �_,PR PARED BY.- ENZ & ASSOCIA TES, INC, r -2 6-oNig 06 50 4303 RUSSELL DRIVE AUS77N, TEXAS 78704 PAGE 1 OF 3 (512) 443-1174 iv.L.E r tills-tht914WSharedfi(WLend Profeots 3UM Harrel!Survey-Wlttfamson County TexesWglProposM Easements.dtvy,10128!2009 8:57:08 MI,tlenz 0911 0 o � RECORDERS MEMORANDUM MAP TO ACCOMPANY � A11 or part of the text on this page was not clearly legible for satisfactory recordation. +�� NIO�S t _ , 1 GRAPHIC SCALE 8o 100 200 C� ( IN FEET ) 1 Inch a 100 fl~ 0 g UND ROc� ��VU I L-36 tA R.R.LS D. `\\ _ V REMAINDER OF 0.432 AC ' e?---� '-z _. 5 VOL, 529, PG 287 ` �j It I oD t1 ` r---Z UJ M 4P L LrtO :1 t a84 AC. tJ _.. ...�...,..__ .. --7 I at r✓ n t R.R. S.D. REMAINDER OF 43 AC. VOL. 529 PG. 26 1_ 8 TRACT 1 J 0 r HA RREL L SUR VE Y It td//ONCRFY �o UMENT FO15 D\ A --284 o t'UNLE,- Nd I FOUND } {/2"STE>rlti PIN SST W/CAP`,\ A`dA N Nz &ASSOC.' l\ 1\ GRAPHIC SCALE C P.O.C. PO:NG of COMMENCEMENT 'l � o so too 200 P.O.S. POINT OF EIEGINMNO A RUNE EAStOMIEFlTTEO FOR \ IV \ „COTTON SPINDLE SET \' ( ix FSE'1' ) 1 inch a 100 ft ��-PREPARED BY.- �--,CENZ & ASSOCIVES, ING1\ 4303 RUSSELL DRIVE AUSTIN, TEXAS 78704PAGE 2 OF 3 11 (512) 443--1174 1\ \ WL. . t IITs-tlllgMeWsharedhlsslLand Projects 3WM Hare rvey- ilhrnson County Texasl IMProposed Easements,dw9,1012812W9 9:68:01 AM,Uenz r. 091109 - 1 MAP TO ACCOMPANY FIELD NOTES CURVE' TABLE CURVE DELTA RADIUS [FAIVGLWr ARC CHORD BEARING C-1 J56'5f* 9941 J 34.26 58.49 Ba 48 S8915'4.5" C-2 1 5 ' 994 13 112.48 224.02 22354 N7 " C-J 3 3894.72 104.59 209.12 209.10 N79' " C-4 178 1- J89472 44;57 89.14 69.14 N777 ' " C-5 44'00' 1 J879.72 160.34 1120.50 320.41 848'43E C-8 13y 979.13 114.29 227.55 227.04 31'41 C-7 47,9'07" 979.13 1 36.72 73 52 73,50 N8946'0010! UNE TABLE t\ UNE BEARING 0157ANCE L-1 S79 ' " 15.00 L-2 NJO'9' J466 L-3 '8'Z 193 61. L-4 S '09'26' J9.29� L-5 S4 56'f5 E 5.8 71 L-6 S4703'45 24,491 L--7 ' "E 400.08 L-80'45"E 4 .48 L-8 557 49'15'W 130.'53� L--fO s7276 ,.. 603 L-11 S3753' '24.,55 L-12 SIX 46'Ww99.05 L-13 N7J76'4�,- 4.83 L-14' . 85.51'45"�K `127 58 L-15/ S 9'14'31'IV 1,28 L-1,6 Sl 45'2 ' 40.02 L=1T 79 'JfIN 15.00 0'4529"W 40.02 L-19 9't. ''3 229.68 CL-ZO 0' �O-W 15.00 L-21 N79'14' 1" .247.95 L"22 S85'51' " 131.20 6' 'L 27,69 L-24_ MIX406T 8G 48 r,L=-25 NJ 53'31'£ 32.40 _[_O L 7276'111 E 63-70 L-27 W.61 71--28 37.24 L--28 17859`W 111,20 L-JO N47,03'45" 17.86 L-31 42 56'5"W 4Z66 O L-32 SE 9'6" 6.71 L-33 N78 50' 15.00 \ L-J4 N1109'18'E 6.94 L-35 S5244 " 118.46 v L-36 9'2' 9337 L-37 18.00 L-38 g' ' 89.86 L-J9 N52 44'23" 42.05 L-40 S4 56'15' 47.66 L-41 N48 09' 6" 45.58 L-42 N8 28' 9" 202.53- L-43 JO'9' 49,08 L-44 ' " 18.42 L-45 5 43.45 \ P EPA RED BY 'LFNZ & ASSOCIA IFS, INC. 4303 RUSSELL DRIVE AUS77N, TEXAS 78704 (512) 44P�.GE 3 4F 3 ,-117'4 W. 1 IITs-rhlgi4eblsharedfllesU.and Projects 3UM Harrell Survey-Williamson County TexesWwglPropoWEasements.dvig,10t2$/200910:01:20Ah1,llenz i FILED AND RECORDED OFFICIAL PUBLIC RECORDS 2009084396 K)otw�E.� 11/18/2009 02:12 PM MARIA $52.00 NANCY E. RISTER, COUNTY CLERK UILLIAMSON COUNTY, TEXAS 0 G (� SHEETS &:CROSSFIELD 309 EAST MAIN STREET ROUND ROCK,TX 78664