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Contract - Texas Department of Transportation - 6/27/2019 Teaa Art 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. (011. ('t Initial Date Initial Da te TxDOT Utility 014 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-1A, ROW-U-1 B, or ROW-U-1 C (Attachment"H"). 714)1l9 e, Initial Date Initial Date TxDOT 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: )y4- <,iJ Utility: CITY OF ROUND ROCK ` 7/ (6-,Sk-?-7 Name of Utility Director of TP&D(or designee),Austin District By: Authorized igna ure l- G �`, I THE STATE OF TEXAS Pr/ilnttvolr Tj e Name V Executed and approved for the Texas Transportation Commission for the purpose Title: vl"" �V1 A iAr1 and effect of activating and/or carrying out the orders, established policies or work programs heretofore approved and authorized by the Date: to,i i ,it Texas Transportation Commsion. By: 717e4,t, Austin Distr V Engineer(or designee) Date: -7 !6 Z.0/9 �o 1 19 1.1 7 feral 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 (*). /0____ 71,a<<q C, 6. ?.I9 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 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 RE Exiting Utility Location and material type WE Existing ROW line 17 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 I✓i Breakdown of Utility Labor 17 Contractor Estimate Q Material List used for Estimate �✓( 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. (O'1 •(ci 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 Summary of Cost Estimate Description 'Amount 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 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, City of Round Rock project management, review, inspection, easement etc.)for reimbursement based on the is only seeking calculated eligibility ratio. If not included in the agreement these cost will not be reimbursed. Construction Cost Only asking for reimbursement of construction costs. Who will be signing the Standard Utility Agreement for the City? (name,title, mailing address, Reimbursement 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 Rock,TX 78664 email:cmorgan@roundrocktexas.gov • Will the Agreements need to be voted on by City Council?YES. If so, how long does this take? About 3 weeks. • Will the City accept electronic signature requests through Docusign? (They do not need a Docusign account.) Need hard copies. Noah S.Shaffer,PE Project Manager 0:(512)942-6222 Half Associates,Inc. 9500 Amberglen Blvd.,Bldg. F,Suite 125 Austin,TX 78729-1102 E Halff.com I LinkedIn I Facebook I Twitter I Instagram 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 f PAY ITEM NOII- - DESCRIPTION -- - II UNITS II^QUANTITY 11 UNIT PRICE IL ITEM COSTS II SUB-TOTALS ! ''. OF TOTAL COS 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 $37,864 $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..STEEL* LF 78 $220.00 $17,160 $17,160 1.94% $05 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* EXCAVATION&BACKFILL LF 52.5 $64.00 $3,360 $3,360 0.38% 510 PIPE,8"DIA.C900-DR 14 PVC(ALL DEPTHS),INC. EXCAVATION&BACKFILL LF 3,117 557.00 $177,669 $177,669 20.10°0 510 PIPE,12"DIA.C900-DR 14 PVC(ALL DEPTHS),INC. EXCAVATION&BACKFILL LF 929 $72.00 $66,888 $66,888 7.57% 510 PIPE,16"DIA.C905-DR 18 PVC(ALL DEPTHS),INC.EXCAVATION& BACKFILL LF 260 $90.00 $23,400 $23,400 2.65% 510 INSTALLING OR RECONNECTING LATERAL SERVICE TO EXISTING, RELINED,OR REPLACED PIPE(WATER SERVICE X 8"DIA.PIPE) EA 6 $2,780.00 $16,680 516,680 1.89% 510 WET CONNECTIONS,6"DIA.X 8"DIA. EA 4 51,575.00 $6,300 S6,300 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 52,310.00 $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 S72,000 8.14% 511 VALVES,RESILIENT SEAT WEDGE GATE,6"DIAMETER* EA 8 S1,470.00 $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 S5,880.00 $5,880 $5,880 0.67% 511 FIRE HYDRANTS* EA 8 S4,536.00 $36,288 $36,288 4.10% 400-2006 CUT&RESTORING PAVEMENT Sy 396.2 5100.00 S39.620 $39,620 4.48% WATER SUBTOTAL $884,040 ROUND ROCK ELIGIBILITY 53.57% EST.TXDOT PORTION $473,580 1 WASTEWATER ITEMS _ - 501 BORING 18"STEEL ENCASEMENT PIPE,CLASS(1/4"THICK)' LF 115 $388.00 $44,620 S44,620 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 5220.00 $14,300 $14,300 1.96% 505 ENCASEMENT PIPE,24"DIA.,STEEL" LF 125 $262.00 532,750 $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 &BACKFILL LF 302 $79.00 $23,858 S23,858 3.28% 510 PIPE,8"DIA.ASTM D3034,SDR-26 PVC(ALL DEPTHS),INC.EXCAVATION &BACKFILL LF 1,937 $83.00 $160,771 S160,771 22.099". 510 PIPE 12"DIA.ASTM D3034,SDR-26 PVC(ALL DEPTHS),INC. EXCAVATION&BACKFILL LF 1:509 $95.00 $143,355 $143,355 19.6940 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 S22,880 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 $6,405.00 512,810 $12,810 1.76% 506 DROP MANHOLE,4FT DIA." EA 4 S5,670.00 $22,680 $22,680 3.12% 506 DROP MANHOLE,SFT DIA.' EA 1 $6,825.00 $6,825 S6,825 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 S34,020 4.67% WASTEWATER SUBTOTAL $727,887 ROUND ROCK ELIGIBILITY 53.57% EST.TXDOT PORTION $389,929 .1 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. WATERLINE ITEMS SS Y300(4 00( SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS XXXX.XXXX SS XXXX-XXXX SS XXXX,X%XX SS X%XX,XXXX SS XXXX.XXXX SS X.XXX-XXXX SS/00OL-700C9 SS XXXX4MAX BURBJG fY STEEL BORING 24•STEE! BOFiPIG 30'S7EEL ENCASEf4E1JT PME.ENCASEMENT PN'E.ENCASEMENT Pii'E, TRENCH SAFETY PIPE.fi'OiA.CLA95 PX'E.8'DIA.C(p0-0R PWE,1Y 01h PB'E,16'OI0. INSTALLRJG OR REGUNNEGTiNG WATER SHEET NO. STA TO BTA ENCASEA£NT P&E ENCASEMENTPWE, ENCASEI.I:NT PIPE. t8'DN..STEEL 24°DIA,STEEL 30'DI0..STEEL SYSTEMS(ALL 250 DUCTILE 82DN 14 PVC IALL C50p-0R 14 PVC(ALL C905-0R Ie PVC IALL LATERAL SERVICE TO ExI5PNG.CLA55(1/i°THICK) CIASS I376"716CN1 CLASS(U4'THICKI DEPM51 IALL DEPTHSI DEPTH51 DEPTH81 DEPTHS) f1EL81ED CR REPLACED PE- EC 1WATER SERVICE X 6'DIA,PIPET 1 OF 8 460+00 TO 454. 0 0 0 0 0 0 2 OF 8 4V+09 TO 489+00 0 0 0 0 0 0 611 4 6 137 p p 3 OF 470.TO 474+70 0 0 0 0 0 0 5/1 5 459 .3 0 1 S27 0 652 153 0 1 4 OF 8 474+70 TO 470+85 140 0 0 0 0 0 S27 15 552 0 0 2 5 OF 480.TO 485.0 710 0 tl 0 0 0 266 5 391 0 0 1 8 OF 8 491+00 T0495+85 0 82 0 40 12/1 0 598 15 424 239 0 7 OF 8 497.30 TO 502.35 180 p p 0 38 tl 0 3 0 3 0 0 0 8 OF 8 503+40 TO 508+30 0 0 80 0 0 70 342 42 9 15 153 0 280 1 UNITS LF LF LF LF LF LF LF LF LF LF LF EA PROJECT TOTAL 430 82 80 78 128 70 3766,5 52.5 3117 929 250 WATERLINE REA% SS XXX%-X%XX SS XXXX-XXXX SS XXX... SS VOCC-XXXX SS X7CO,XXXX SS XXXX-XX%X SS XXXX-XXXX SS XXXX.XXXX SS)30CX-XXXX SS XXXX-XX%X 400-2006 WATER SHEET. STA TO STA WET CO Vi.'5' WET CONNECTIONS.B- WETgrg,110N512-WE7CONNECJICNS, OZTX.E IRDN VALVES,RESILIENT VALVES.RESILIFM VALVES.RE6N.IENT VALVE9.PES.'1R CU TBHESIOR92 Doi XB'DIA pN.%8°DN. DN.X12'M0. 18-OW.%IB'OIA FITT8JG54 SE4T WEDGE GATE,SEAT WEDGE GATE,SEAT'MEDGE GATE,SEAT WEOGF.GATE, FIRE HYDRANTS PAVEMENT THROUGH 2;• 6'DLM.IETR 5'DIAMETER 12'DNM[TER 16•DIAMETER — 1 OF 6 460+00 T0464+00 0 1 1 0 _ 0 1 1 1 0 1 7 ° 2OF8 464+P0 TO 489.00 0 1 7 0 0 1 0 0 0 7 ]lg R 3OF8 470.TO 474+70 1 1 2 0 0 0 0 0 0 0 28 4OF8 474+70T0479+85_ 1 3 0 0 1 2 4 0 0 2 _ 21 6 OF 450+75 T0485+40 0 2 0 0 1 1 4 0 0 1 1d4 60F8 491.T0495+85 0 2 1 0 1 2 4 2 0 2 13 7 OF 497+30 TO 502+35 1 2 0 0 1 0 3 0 0 0 21 8 Of 503+40 TO 508. f - _ 0 2 2 7 2 0 1 1 49 UNITS EA EA EA EA TON EA EA EA EA EA gy R PROJECT TOTAL 4 13 5 2 5.3 B 18 3 1 8 3967 `s k 5 ZNJ.I PEx151. FT 1,11E riri1 ... HALFFn 1—;:w; ®2a14rrero4 Department of Troneportatlo17 I + CIiT Of Pg11m PACK.i% 1 20pe ENTER g2 DRIVE ......,.,..,....o:..Pg4m Py-K,TK Tfis6J a RM 620 WATER SUMMARY II SCALE: pa' SKET I OF 1 Ry p�.4,,X/}i'xq L711L I ff0Eu4 110 PROACf xl,x, �3 .1,xx TEXAS xxx xx(xxlxx MI 620 Kx 91s1. 77, Ic cwls rI w;—_ w.a,XX eU5 PILL I4146L4I CfiBs O7 56 023 L t 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 WASTEWATER BORING 18•STEEL BORING 24"STEEL ENCASEMENT PIPE ENCASEMENT PIPE, TRENCH SAFETY PIPE,6"DIA.ASTM D3034. PIPE,W DIA.ASTM D3034, PIPE,12'DIA ASTM D3034, IIN TTEAA SERVICE TO EX 9 ING, SHEET NO. STA TO STA ENCASEMENT THICK) ENCASEMENT THICK)PIPE 1W DIA,STEEL 24-DIA,STEEL SYSTEMS(ALL SDR-26 PVC(ALL DEPTHS),INC.SDR•26 PVC(ALL DEPTHS),INC.SDR-26 PVC(ALL DEPTHS),CLASS(114• CLASS(SE" DEPTHS) EXCAVATION&BACKFILL EXCAVATION&BACKFILL INC,EXCAVATION 8 RELINED.R REPLACED PIES(4"-6' BACKFILL DIA WASTERWATER SERVICE X 8'DIA PIPE) 1 OF IS 463+00 TO 487+40 0 0 0 0 400 0 400 0 2 2 OF 10 467+40 TO 471+40 0 0 0 0 400 g 400 3 OF 10 471+40 T0475+30 0 4 2 0 0 0 0 256 144 1 4 OF 10 475+30 TO 479+25 0 76 0 0 324 324 6 0 400 5 OF 10 479+25 TO 483+20 0 134 1 0 0 325 19 0 325 1 0 6 OF 10 483+20 TO 487+80 0 0 0 65 325 0 0 325 1 7 OF 10 479+50 TO481+70 0 0 0 80 240 0 0 240 0 8 OF 10 484+10 TO 489+15 115 0 45 0 59 0 174 p 9 OF 10 500+20 TO 502+75 0 0 0 0 595 0 322 0 0 0 10 OF 10 CHISHOLM 7RAli 0 0 20 0 591 269 322 0 1 UNITS LF LF LF LF LF LF LF LF PROJECT TOTAL 115 210 65 125 3390 EA 302 1937 1509 11 K 3 a WASTEWATER ITEMS SS XXXX-XXXX SS XXXX-XXXX SS XXXX-XXXX SS>CO X-XXXX SS XXXX-XXXX SS XXXX-XXXX 400-2006 R WASTEWATER NEW MANHOLE NEW MANHOLE MAJOR MANHOLE STA TO STA CONSTRUCTION,4FT CONSTRUCTION OFT DROP MANHOLE,4FT DROP MANHOLE,5FT ABANDONMENT OF EXISTING SHEET NO. DIA DIA- DIA. DIA. ADJUSTMENT,4FT MANHOLES CUT&RESTORE PAVEMENT 1 OF 10 463.00 TO 467+40 3 0 0 0 0 2 233 2 OF 10 467+40 TO 471+40 1 0 1 0 0 2 3 OF 10 471+40 TO 475+30 0 1 0 0 0 1 8.3 8.3 f 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 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 9 OF 10 500+20 TO 502+75 2 0 1 0 0 2 0 10 OF 10 CHISHOLM TRAIL 1 0 1 0 1 0 100 UNITS EA EA EA EA EA EA SY PROJECT TOTAL 12 2 4 1 3 16 340.2 rt i y • ir REVISION NV PATE EN HALFFR"�M "° Y ....TIT..Deportment of TroneportetIp17 / � 4T CITY pE UZI PUI Tx / „s 2WBEni ERFRxEiB<6E ii RM 620 WASTEWATER SUMMARY a SCALE: SHEET 1 0 1 .11,1"....9),Ut SUIT AMT..E1YIQ. x'MAC,1i V. .. XX TEXAS I XXX xX 1xX,xx RM 620 L a Drwn %%a151• Epmn I IXi e, .` :vc..0 xx A0S M ILL MI4S0(115667 01 56 01a INSTALL 400' LF 12" DIA. C-900 SDR 14 PVC PIPE I S000E IN FEET I 1 0 20 40 BO PC STA 4+68.51 -12.WL-A -RM 620 STA 463+53.75, 91.00' LT N.10161168.09 WATER CURVE DATA 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' I CONNECT TO EXIST. 12"W (W) 1-11.25. BEND (12") LEGEND CUT PLUG&ABANDON EXIST. 12"W(E) N.10161168.76 EXISTING FEATURES INSTALL: E.3125966.88 i 1-TEE (12"X12") _---PROPERTY R.o.w. 1-GATE VALVE (12") SEE WL-A PROFILE STA 4+37.91 -12"WL-A -PROPERTY LINE PROPOSED P.O.W. N.10161191.84 .RM 620 STA 463+24.95, 85.14' LT TEMPOPIIT CotlSrRuci lCtJ E.3125605.it INSTALL: EASEMENT 1-11.25' BEND (12") -- PROPOSED UTILITY EASEMENT N.10161166.89 -PROPOSED SS PC STA 1+11.05-12"WL-A 3125941.82 PROPOSED SSMH -RM 620 STA 460+10.25, 85.00' LT WATER CURVE OATHE- i N.10161191.46 A.8.02'56.RT PT STA 4+32.04-12'WL-A -- ER)61150 WL DRAINAGE E.3125616.15 R.2285.00' -RM 620 STA 463.19.31, 85.00'LT EXISTING ING FIBER OPTIC T-160.76' N.101fi1167.60 E'AISTING OVERHEAD ELECTRIC L.321.00' E.3125936.00 EXISTING WATER EXISTING TELEPHONE II --23QJ-L2,__w�A - PISTINO GAS 4O� -�� PROF.-U�1 trIALgMENT �� __,_ EXISTING CABLE 3 Loot --11 - E%. EASEMENT - - _ '.' �CONCRETE CUT 8�PE ERS X_... ,S -- O V/////i ASPHALTECUT VE.REPAIR --- 0 T - r/L/1L,1 PROPOSED ENCASEMENT a �,. i;f _ --.- + r--J BP BODED Cd5EMk4i T-".', ,,.. ......m. .1F'A'fc�°A .,....-.-�5•a•. 4 t d r1OTE5: -- BY OPEE CUi 'VERIFY i0 EXISTING ULIL ITY PLANS AND FIF.LO " QCO VERIFY LOCATI011 OF NEARBY UTILITIES BEFORE CONSTRUCTION.NOTIFY THE CONSTRUCTION f- ° OBSERVER IF CONFLICTS EXISTS' Q' 2.SEE INTERSECTION AND GRADING PLANS FOP CO CRGSS STREET[NFORNATION. 3.CROSS Sf.CTIONS ARE PROVI OED FOR RYE -1- CONTRACTOR'S INFORUAi ION AS A BASIS Q OF EST1Nd TE FOA EAPTHWORK OUAtJT iT!ES. DA IVEWAYS ARE VuorEW SHOWN AND ANY WORK CUT&REPAIR 7 SY I r- REL ar6D TC OR ivEwar CGNSiRULi(0}J SHALL BE 462.00 CONCRETE SVPSIDIARY i0 ITEM 530. 461.00 4G3.0O --1 4.IAF IGAi[Ctl SYSTEMS DAMAGED BY COr15TRUCT10rJ 460.00 _-__--_1---- �'------' _- -A_�-- Q NN BE AEPA(NED TO ECUAL ON BETTER i- CONDITION_ANY NECESAR!IRRIGATION -- ---^�- -- _ REPAIRS OEWILL ENBCOSltJFOPEPEPF.SUBSIDIARY LLATIOIoi AtIC OE N07 BE PAID FOP SEPdRATELY. RM 620 N WATER CURVE DATA w J ♦0.•"-D--:si4 AI'6 0-3.07'26.RT �: R.2120.00' z i*; 41Jrf s.eT T.57.81' NOAH S.SHAFFER L.115.58' % I-,- J 0I. f 0],,+2 w BiIL2e.----R--ia-__.•_g tz_-:,-.W -;.V''-'-''10-- lt 5;rf;' t --_--. t PgE-Ip 417j1,:j7Y_,,.E •r I�: -< [H S i -- STA 1+00.00-8"WL-B 1 ^©.I .Evrslo" L--- RM 620 STA 462+96,47, 75.36' RT --`+ r1 149 'v t I �• TC�- BEGIN PROP. 8"WL-B ■ ■ " NM CONNECT TO EXIST. 8'W (W) ■■■ H AL FF� CUT PLUG &ABANDON 8"W(E) ■ ■ 1 INSTALL: ""'"""'"�` 1-22.50. BEND RT (8") 'Y N.f016101 i.99 fi 'k\i \ Eor SR79RTIN FHAOY1N1 E�11 1 PI STA 1+24.19-8"WL-B --,STA 1+76.60-8"WL-B PROP. WATER LINE A -AM 620 STA 463+21.Oi, 79.72' RT AH-2.40'25"LT -RM 620 STA 463+75.40, 80.00' RT INSTALL: STA 1+00 TO STA 5+00 2 '11 1 N.10161004.36 1-SWIVEL TEE (B"X6") PROP. WATER LINE B m _ _, E.3125913.87 1-GATE VALVE (8") (E) STA 1+00 TO STA 1+84 _ -----1- ` t PC STA l+58.49-8"WL-B 1-GATE VALVE (6") SCd1.E:l• 40 _uEET 1 0:B -- -RM 620 STA 463+56.60, 80.DX'RT 1-FIRE HYDRANT ASSEMBLY w,,pv,,,,, g;"�';MATE I(M N..,o vita,{.,:o. N. 10160998.84 4 LF 6"D.I.P. ,.o,c.J -x TEXAS xxx xx J.:xr xx RA 620 INSTALL 85' LF 8" DIA. C 900 SDR 14 PVC PIPE I E.3125947.73 N. 125965.59 ND a.:,. «;.at. y , E.3125965.59 .,:EP AUS wlui WSCl1 0683 or o56 L K. INSTALL 137' LF 12" DIA. C-900 SDR 14 PVC PIPE SCALE IN FEET PT STA 5.59.96-12"WL-A o zo ao 80 -RM 620 STA 464.41.57, 91.00' LT N.10161151.69 E.3126062.27 PI STA 6•12.39-12.WL-A -RM 620 STA 464.92.54, 91.54' LT OH-1.45'24•LT N. 10161141.26 LEGEND E.3126113.65 EXISTING FEATURES STA 6+36.21-12"WL-A ----EXISTING P.O.W. -RM 620 STA 465+16.33, 92.65' LT ---PROP LINE END PROP. 12"WL-A ----PROPOSEDOSED R.U.W. TEMPORARY CONSTRUCTION WATER CURVE DATA CONNECT TO EXIST 12"W(El .-- -- -- EASEUEED A.2'17'14"RT -- PROPOSED UTILITY EASEMENT CUT R.2291.00' INST PLUG&ABANDON EXIST 12"W(W) -_ALL: l PROPOSED 55 T.45.73' 1-11.25• BEND (12") r L.91.45' N. 1016113T.24 J - -- - PROPOSED 55MH E.312fi137.13 PROPOSED WL A r__� " •>*.-,m -- - -•-- PROPOSED DRAINAGE • EXISTING FIBER OPTIC -I ''�s E'x[STIIIG OVERHEAD ELELTRI[ c N � - �" - '-- EXISTING WATER _ 11=„ PROP_UTILITY EASEMENT`O ONE - ExISTI NG GASEPNONE co _ ,FIST-R :, EXISTING CABLE r R Fy _-� P 1.2 � A'} _ I",: 1 CONCRETE CUT&REPAIR a z '- T Y - ®CONCRETE PAVERS m _ - • I//////I ASPHALT CUT 6 REPAIR UL1L.1 PROPOSED ENCASEMENT r ___ BY BORE 1.- PI STA 3+45.NW 8"WL-B PROPOSED ENCASEAENT .RM 620 STA 465.48.04, 76.81' RT NOTES: BY OPEN CUT CD N ._. - AH-04.00'00.RT -- III16096 -a-. 1.PEFEP TO EkISiIMC U7IL ITY PI.d NS ANO FIELD E•312fi 131.75 ERIFY L0CA71011 OF NEARBY UTILITIES BEFORE - - - CCNSTRUCiION.NOTIFY THE CONSTRUCTION OBSERVER Ic CONFLICTS EXISiS. PI STA 3+95.68-•8"WL-B 2.SEE IHTERSEC110N AFID GRdDINO PLANS FOR D r -RN NOD STA 465•98.04, 76.81'RT CRoss STREET N+F ORMATIO. AN•04.00'00.RT 3.CROSS ECTION$dRE PAOVIOED FOR TIT[ I N.10160954.20 PI STA 4.41.36-8"WL-B OF+ESTIMATE SFOR FEARTHWORAACUANBIT(E 5. SEE WL-A PROFILE E-3126I80.59 n +D .RM 620 STA 466+43.61, 80.00' RT DRIVEWAYS AAE VR,Tv rRn AND ANr WORIc n CO CONCRETEPAIR 48.2 SY UN"04'00'00"LT SUBSIDIARY re DRIVEWAY CONSTRUCTION SHALL BE T1=10160941.31 4.IRR I511ION SISTEMS DM AMAGED BY CONSTRUCTION 464.00 465 00 ARM 6201 E•3126224.42 SHALT BE.BS REPAIRED TO EDDAL OR BETTER -I -'L-�--- --_-- ___I p `t* �- CONDITION.ANY NECESSARY IRRIGATION REPAIRS WILL BE CONSIDEP.ED SU851UTAPY TO D ;I' ra- ---- _ _ _ S6'•00 THE LINE ITEM COST FOR PIPE INS TALLpT ION - -- JI �- -- 96R•00 5 TT AND WILL NOT BE PAID FOR SEPARATELY. (.I1 I 3 _-_- _1--- 76�52_5T'E_ CO P 1 F + STA 6+53.48-8.WL-B p}'.•»••'tll�) f O PL STA 3+00.00 8"WL-B 15... •M 620 STA 465.02.48, 80.00' RT -RM 620 STA 468+55.34, 76.46' RT / JI'iAj3 O i END PROP. 8"WL-B i'i ;Ni 04 00'00"LT 19. N 10160971.58 CONNECT TO EXIST. B"W (E) j . •+/ + NOAN S SHAFFER/ E.3126086.56, PLUG t4 ABANDON EXIST. 8"W (W) / ' �__ &REPA 15.0 SY -INSTALL:' BEND RT (8") �/y: JOTT --- �i +•-- - ASPHALT N. 10160899.35 II,F, Eli - .., _.,,,,,,_ .,,,, _________j-...t-- "` . --. A. ' ---..-.--... T7-.0=._.1....---:.::-.'---,-.::L.:::--.Z:1":.i.' '-."..,";V,L'IL. ''' 41' --- i�L� ._ _[' _� _ A 11lOP.�1 IYL-i., +- ,1 �s...�-•� -- 00 ... _.. DA,F. PT STA 2ST4.07-8"W, 8 / 1 PROP. 0-m-ITP-EASEIilEN1'� ■■■ TEMP. CONSTRUCTION EASEMENT .RM 016 STA 464+76.5g, 80.00' RT / pROP�T - \ ■ ■ N•IO160977.14 -/-J//WATER CURVE DATA STA 4.60.56-8"WL-B �� A•3.07'26"RT E.3126061.24 -RM 620 STA 466+62.82, 80.00' RT I 7 .0 TA 5+78.83-8"WL-B , HALFF " ..r R=2120.00' INSTALL: •RM,62 SSA�67 8I.08, 18Q$00'RT i T.57.81' 1-SWIVEL TEE (8"X6") I E.3126350 68 `\\ ®2019 A L.115.58' 1-GATE VALVE (6") I i IiexaW DepartmWnt of TranrportatlPr� CUT&REPAIR 40.6 SY 1-FIRE HYDRANT ASSEMBLY WATER CU VE DATA CONCRETE 5 LF 6"D.I.P. I I I A=3.1 '27"RT cl rY a:a0urw Pxx.rz N.10160937.19 .I R-'400.00' zoos ENrERPPISE wtvE E.3126243.17 - Th 11.61' I I �. oF.,s POu W Yn.fx IBfi6J STA 4•95.15-8"WL-B 23..2f' -RM 620 STA 466.97.40, 80.00' RT I f ' PT STA 6.02.03-8"WL-B RM 620 a RELOCATE EXIST. WATER METER INSTALL: -RM 620 STA 468•04.27, 80.67' RT PROP. WATER LINE A N.10160906.19 i 1-OBL BALE TAP SADDLE (8"X1"1 I - E.3126381.19 STA 5+00 TO STA 6*36 1-CORP. STOP (1"1 5 LF 1"HOPE I STA 6+16.76-8"WL-B PROP AST 1WA T+84 o R A e 53 B N.10160929.77 RM 620 STA 468•18.98, 81.53'RT SCALE:1•••40' SHEET 207 B INSTALL: A.,.4�ER+/.:a SIArE I I rEAFPAL AID M. , I- II.25' BEND LT (8") ,,,G.J I TEXAS XXX xX /7YxX RM E.3(Z6276.95 I 620 INSTALL 469' LF 8" DIA. C 900 SDR 14 PVC PIPE N.10160902.21 ',a 'Zs' 1AEyr 1 gr E•3126395.37 . „D EP AU5r. WILLIAMSCH U L » 6B} Of 56 1 I INSTALL 153 LF 12" DIA. C-900 SDR 14 PVC PIPE I SCALE IN FEET 1. CAUTION Ill I I I o 2O 40 80 UNDERGROUND TELEPHONE&FIBER OPTIC STA 2+52.55-12"WL-D IN AREA. •RM 620 STA 474+50.39, 77.01' LT 'I END PROP. 12.WL-D rt STA 1+00.00-12"WL-D CONNECT TO EX. 12"W(E) AT FITTING -RM 620 STA 472+95.01, 75.14' LT CUT, PLUG&ABANDON EXIST. 12"W (W) I BEGIN PROP. 12"WL-D N-10160929.45 _____ BEGIN -� CONNECT TO EXIST, 12.W(W) E•3127042.97 LEGEND ' ----Mink! 1-1 CUT PLUG&ABANDON EXIST. 12.W(E) 1.25• BEND (12") I I I EXISTING FEATURES `_ N-10160954.29 PI STA 2+23.31^12"WL-D a ----ExISrIrIc R.o.w. - -3126892.58 =RM 620 STA 474+20.58, 7T.11' LT I ___PROPEFl7Y LINE WA.1.57'36.RT PROPOSED R. _.- \\ --TEM'ORARY CONSTRUCTION -.� N•10160934.21 EASEMENT "- /.. 3127014.12 -- PROPOSED UTILITY EASEMENT (,• _ �,� PROPOSED SS �� I I A PROPOSED SSMH -F45. 7RC 8� I I PROPOSED WI. `� T I II ----� -EXISTING DRAIN OPTIC AGE -'\ AIM\-'1-- r I ' EXISTING OVERHEAD ELEC TA IC y , II _ Ex ISTING WATER ��-- L rim,- ExISTINC TELEPI:O:IE a WL I GAS n I PROP. 12 N G PRaP:` ' ,.e '� EXISTING CABLE � al _'f - PAIR - ®CONCRETE CUT 6 RE _j. - WN= __ ROW I'..' �'�' :, y^M1 .� E Sr'� _ T;;D CONCRETE PAVERS _ 1111111111W _ -� E2/12,1 PROPOSED ENCASEMENT / BY BORE C7 `- PROPOSED ErlfeSE£NT '' o BY OPEN CUT ^' r PC STA 1+08.50-12"WL-D @ �Ji _ = NaTEs: $ •RM 620 STA STA 1.08. 74,62' LT _ r- 1,REF[P TO Ex ISr ING UT)LITY PLANS ANO FI 4 VERIFY ICCAiION DF PIEAPBY UTILf TIES BEFORE N•10160952.14 - ,I WATER CURVE DATA -'" H CCNSrruCTION,NOTIFY THE CONSTRUCTION E•3I26900.80 A=7'12'ON'lT -'- OBSERVER IF TIG0 ic7s Ex lsr s. )D R=400.00' SEE SHEET 538 z 2.SEE SSTREET[GN 00M GR40ING PLANS FOR 411.00 .I T=25.17' Fri CROSS STREET NlFpPNAT10N. ------- 1_ ` N L=25.17' FOR WL-D PROFILE 3,CRD55 SECTIONS ARE PROVIDED FOR THE i s: CONTRACTOR 5 INFORMATION AS A BASIS 473.00 - 474.0p OF ESTIMATE FOR EARTHWORK CUeNTITIES. •^• - i-___--__�__= DRIVEWAYS A 2111 SHOWII LHD ANY WORK - -' ---'-- RELATED TO DRIVEWAY 30.,UCT(ON 511d11 BE -CONTRACTOR TO /� PT STA 1 58.77-12"WL-D r SUBSIDIARY TO ITEM 530. INSTALL .RM 620 STA 473+54.85, 74.35'LT 1 4.IRR IGATION$(STEMS DANdGED DY'0115TPUCT ION \\ PROP, WATERLINE / N-10160942.54 CUT&REPAIR 26.1 $Y SHdll BE REPA fPLO TO ECUAL DR BETiEA WITH MIN. 18'PIPE % E=3126950.12 ASPHALT C7 CONDITION.ANY KECEsSdRY IRRIGATION \\\ SEGMENT CENTERED i`IRM 6 20I REPAIRS WILL BE CONSIDERED SUBSIDIARY TO I*THE 11)JE ITGN OUST FOR PIPT INSTAL dT ION\�� PERPENDICULARLY TEMP, WILL I:Oi DE P410 FOP SEpA4TELY, �\ LINE OvER WASTEWATER T6I5T.RWAOERTE .. - --I b£ftNICE TO INSTALL PI STA 3+07.63-8'WL-C BRACE FLAGPOLE D 17\Or 7,1) \ ;% -RM 620 STA 472+76.86, 83.55' RT `p "'�"'•:+t�� / Y ,� d H•00.52 37 RT �+• ;s/� ll \• j ..._.. N•10160802 26 _ (.Il /. gli•�a.�. V ExI$T ROW .. N.1016080. + e . _ - __ --_-mot-` _ � N 4 SNAPPER .f PROP ROW - a-po '„- - -.. --'� 4+ ENS $`�``r _� �iiOP-urrci TY I±AS-gMl-Nr ....--. I+I{- r _ -`-�_-f __.Ewa-_af_AL�C-'_ Y/ .,I REVISION Br NSF PI STA 4+23.90-8"riL-C �� HALFF .RM 620 STA 473+90.71 7 i � ,,,+,,,,,,,,,,,,,, 'I'� 85.74' RI ;':i:'s'v J3H•02.16'27" IT t N016077.64 E13126957.45 02019iexos Deportment of irnneportotlon A0 -STA 1+11.24-8"WL-C -RM 620 STA 470+81.90, 88.30' RT JSTA 2+15.47-8"WL-C J cur OF ROUND ROC.,1x INSTALL: STA 3+31.38-8"WL-C -RM 620 STA 471+86.11, 88.00'RT -,x 2008 ENTERPRISE.DRIVE 1-22.5• BEND LT (8") .RM CONNECT STA T.4 6..0( 88.00'RT .,.,,....-,,,.,.:..RaAm ROC•.rx TABAa RELOCATE EXIST. WATER METER "'""` N.31 6650. 2 INSTALL: CONNECT EXIST. 6"W($) il E.3126650.72 1-DBL BALE TAP SADDLE (8"X1"1 CUT, &ABANDON EXIST. 6"W (N) RM 620 1-CORP. STOP (1") STA 1+00.00-8"WL-C 7 LF I"HOPE 1-TEE(e"x6") PROP. WATER LINE C -RM 620 STA 470.71.40, 84.28' RT N.10160817.14 N.10,6866. 25 STA 1*00 TO STA 5+00 3 BEGIN PROP. 8•WL-C E.3126752.58 E.3126866.00 PROP. WATER LINE D L CONNECT TO EXIST. N"X(T) STA I+00 TO STA 2+45 CUT, PLUG&ABANDON EXIST. 8"W (E) 5[dLEs 1• 4U' WET 3 of B INSTALL: ,ER 81,; sort I reOcuu NB PB4�cc1 w. "icy.., 1-22.5 BEND RT (8") _ N.10160845.37 I I f K...Gu x TEXA w r XXx xx Ixxrxx RM 620 a E.3126641.33 INSTALL 400 LF 8"DIA.C-900 SDR 14 PVC PIPE °•: ND 01i 'n9 5 'Vr ..a.EP AUS Call.6.110683I"01 105E L STA 1«00.00 8"WL-L t _ -L 1T' ENSTALL2 RE.UC", AS 10'X10' 1-45. BEND R8 W99.24, 82.42' RT FLOWABLE FILL FflOM APPROX.I .". /� . SCALE IN FEET M 0 STA 476.44.58, 77.90'LT STA RM 620 STA 477. _ - CONNECT TO EXIST. WL AT EXIST. VALVE INSTALL: INSTALL PROP, 8"WLE C-N.101 L REDUCER, AS NECESSARY 1-45' BEND RT (8") BY TUNNELING ANO .--' / 0 20 4D Bo E'31 7231. 32 RCVG PIT E-3 70731.87 REPAIR TRENCH TO GRADE OX ` __Igg --T 1 1 98.00 - __i _ t _. 'EX.JIIILIS7ASE6.NT _ 7E: _ -; - -- LEGEND A +0.00 TO STA + (f �(-r--- ` 7 `-- IST R - --, ^"T' �� 2c3ACTTKG1frjXOP: : PNED.PDRARY.Or15TpuCr1ON D l EASEMENT INSTALL 140 LF 18"STEEL STA 1+07.34-8"WL-L - ' ----6-EASEMENT ui[Li i'r EASEMENT -'� ENCASEMENT BY BORE .RM 620 STA 476.44.59, 70.56' LT- i pROPDSED 55 (-� FflOM STA i+07.34 pp__ END BORE AND 18" PROPOSED 55L41 TO STA 2+47.34 tl� STEEL ENCASEMENTIlk c - -- ��N=10160897.93 .:6q6 PROPOSED WL r- _ - E.3127231.06 � - -PROPOSED DRAINAGE r-t WATER CURVE DATA - AI STA 3.60.97-8"SWL-E EXISTING FIRER OPTIC Z d-5.42'36"LT s.� L L O.STA 479+fi3.79, 88.41'RT111.16.' -- EXISTING OVERHEAD ELECTRIC R.4088.00' 477.ODlli EXISTING WATER fTl T.203.87' =--_ BEND RT (8") • EXISTING TELEPHONE L.407.40' 476.00 _ - BEND RT l8") (NW) ,I E,(STING GAS 475.00 _=c- STA 2.47.34-8"WL-L 60T18.2202 -t: EXISTING CABLE 5 PT STA 5 gg 8 g WL- --- 'RM 620 STA 476.44.84, 69.44' RT 7539.7317 I 1 CONCRETE CUT 6 REPAIR I- BEGIN BORE AND T 620+STA 5 ? SEE WL-L PROFILE. STEEL ENCASEMENT _� �CONCRETE PAVERS N'1op pp7 1.4 N.10160758.72 V////,1 ASPHALT CUT 6 REPAIR. 77 (7 E'3171i.1� E.3127216.22 CONTRACTOR TO REPAIR RIPRAP (?L1/_,(PFOPDSED ENCASEMENT CUT&REPAIR 12.8 SY 8 - - TO EQUAL OR BETTER CONDITION - _ __ ASPHALT _ -' 620 - 'A t --I- ST""R �' `__f PROPOSED ENCASENENi 35'X15' RM PI STA 2.11.68 8 WLE _ BY OPEN Cur P STA 5'AA'8 58"W C.�.. La �., tJ 7 L N --H - -RM 620 4gg7/-g pp5p3W .0 BORE PIT �,_! H.620 STA0478 18T67, 89 37',,�RT , \ aw = D OH-N0 Q05�'pp1761.4� ®, - - --_ '9` ® N'101 0723.61(�p ....H• \'. I3 71 1.17 -_��-- .s---� E'3127391 12 S',:-="` Cr' CUT&REPAIR i __ 3'OO O+ 8.2 ASPHALT ,` � ® .:1 - -_ -_� .fl� ��rL - T�,\.�1 .-- _ �' • �A$E-MENT REMOVE AND REPLACE LANDSCAPING TO \ •• _' IA r _ \ 1 �,`s N T �Vb EQUAL E(CONSTRUCTION STA 5+67,67-8"WL-C QQ� STA 1.98.00-8"WLE - �0\\411 =R)A 620 STA 475.31.30, 88.00' RT \N, , -AM 620 STA 478.05.30, 88.96' RT p?r...-Z:#.:.�� INSTALL: ;t,l RELOCATE EXIST. WATER METER i-45' BEND RT(8") IF/ /�• Xi_+14 INSTALL: 1-45.N.101 BEND 93 ///�� 1-OBL BALE TAP SADDLE (8"X1") / E-3127377.50 " 1-CORP. STOP (1") / 140AR 5.SHAFT ii N=LF 1"HDPE 10160754.40 \ Xt< INSTALL PROP. 8"WL-E q; t011+) i i BY TUNNELING AND /•a•;( ,.':,2,' E.3127099.05 \ f REPAIR TRENCH TO GRADE W/ '412I;FEII`;`-= ROM APPROX. STA 5+75.61 -8"WL-C \'' G STA FLOW3•42.00ABLE �TOFSTA 3.48.00 1��\\\\'RM 620 STA 475.39.06, 88.00'RT '' RELOCATE EXIST. WATER METERS \ \2_,. INSTALL: < STA 3.71.89-8"WLE ( I-DBL. BALE TAP SADDLE (8"x1.5") \ 'RM 620 STA 479+64.17, 98.80' RT C - 1-CORP. STOP (1.5") INSTALL: :� 8 LF 1.5"HOPE \ \ 1-SWIVEL TEE l8"X6"1 ,m.1 aE Nct er OAic P N.3127106. 1 \ 1-GGATEVVALVE((6"')(1(S) E-3(2T106.91 STA 1•00.00 B"WL-E 1-FIRE HYDRANT ASSEMBLY (S) ■ • HALFF # - RM 20 STA 477+12.10, 81.74'RT 6 LF 6"D.I.P. � I STA 6+35.75-8"WL-C \ \BEGIN PROP. 8 WL-E N'I0160707.3067 ■'■ INM 620 STA 475.97.91, 88.00' RT CONNECT TO EXIST. 8'W(SW) E=3127539.4351 " `""",,' INSTALL: \CUT&PLUG EXIST. 8"W(NE) 14 1-TEE (8"X6") \ INSTALL: 0 1-GATE VALVE (6.) 1-45' BEND RT (8"),, r'exaA 1-FIRE HYDRANT ASSEMBLY 9 LF fi"D.I.P. \ 1-11.25" BEND RT (8")N.10160739.67 STA 3+75.74-8"WL-E ®2019 i Department or Tron,rportar)oA i N-10160745.72 E•3127283.19 -RM 620 STA 479+64.18, 102.65' RT E•3127166.57 \ END PROP. 8"WL-E .s CITY ENTERPRISE DRv[X STA 2+91.99^8"WL-L CONNECT TO EXIST. 8"W(S) .,...,ROAD POfr:.Ts 796a.1 STA +65.90-8"WL-L .RM 620 STA 476+44.92, 114.09'RT CUT&PLUG EXIST. 8"W(N) JJJ STA 6.83.62-8"WL-C END PROP. 8"WL-L INSTALL: .RM 620 STA 476+44.87, 88.00' RT CONNECT TO EXIST. 8"W 1-11.25' BEND LT l8") RM 6 20 CUT, PLUG&ABANDON EXIST. 8"W (NW) N-10160703.4616 PROP. WATER LINE C END PROP. 8"WL-C E•3127539.3372 INSTALL: INSTALL: P.sWA ro R IN 1-TEE (8"X8") 1-45. BEND (8") LT PROP. WATER LINE E 1-GATE VALVE (8.)(N) N.10160714.32 INSTALL 24 LF 18.CLSM srA t•a'sTA A•Ta ;1 1-GATE VALVE (8")(S) E.3127211,49 STANCH.22.3OEMONSTALE+ PROn�IWwTE nA=I�NE L 1-GATE VALVE (8")(W) 46.35 SCALE:1 4o SHEET 4 OF B N.10160740.26 ,S).". ,Ixvu., K E.3127214.25 I < oa.G�4 TEXAS I XXx xX I.XNx HA 520 INSTALL 652 LF 8" DIA. C-900 SDR 14 PVC PIPE NO At:, Iow1, �,"a K;.'`'j " '.R n.EP AUS RILL(...10683.01 1056 L N TeP. SCALE IN FEET STA 2.87.71-8"WLF I TCE -RM 620 STA 482+71.35, 86.64'RT INSTALL: I o 2D ao 8;I 1-SWIVEL TEE (8"X6") 1-GATE VALVE (6") 1-FIRE HYDRANT ASSEMBLY -�_1_i 5 LF 6°O.I.P. .` N-10160721.50 - E-3127851.50 " -- --------Edgf. - a . ..ow 117 P ---J-'1'-�. .(s:3N` �+�" �� '�.YMz •^v � ____ FEATURE$ ,.-T. -.. __ - _ •..,�: are+w�4�. - . ISTING P.O.W. - --� -__ �OEW RTY y-•ram"" -- YRCONSTRUCT ION (,« e EASEMENT -. '.._ 1. tf -- PROPOSED UTILITY - Cr! SS • ( _ _-_-_-_-_ _ :.,I _- SSMH 1 __.-___ _-_-_-______ PROPOSED WL _-___-_-___-_- _- - _-..,.___PROPOSED DRAINAGE PuI EXISTING FIBER OPTIC I EXISTING OVERHEAD ELECTRIC c - •, EXISTING WATER i EXISTING TELEPHCM Nj -, EX.,.GAS �J ,. EXISTING CABLE tr _ _ _ __= CONCRETE CUT 6 REPAIR _ ®CONCRETE PAVERS {//�///1 ASPHALT CUT 6 REPAIR .41 ti r 1l1/12)PROPOSED ENCASEMENT __ OY BORE z 'Ij 481.OJ 2 482.00 4NS•00 484•00 485.00 PROPOSED ErILASEAEN7 P. N 90.__i4 DT.99 F r BY OPEN CUT � k s_ _�__--___ _____-___-s __--_-_�.__1_- _-____-__I______ NOTES: 1.nEFEn TO Ex ISi LNG UTILITY PLdNS ANO FIELD Y STA 4.30.09-8"WL-F VERIFY CTION.ON NOTIFY NEARBY UTILITIES BEFCAE ,A ARM 620j -RM 620 484.11.97, 84.27' RT COr:STPUC LION.NO71FY THE CONSTRUCTION OEE IATP Ic CONFL IC0S EXISTS. n 'y END 006E AND IB"STEEL ENCASEMENT s 2.SEE INTERSECTION AND GRADING PLANS FOR iM UUTT Rq N. 127992.02 CROSS STREET IUFAr l I0f1. ASPHALTEPAIR 144.3 SY E.3127992.02 -� T. 3.cno55 SEC r1ON5 ARE PRUV ICCD FOR 711E "' 'r CONTPaC7Ck S INFORMaTION AS A BtSIS '-- ,.� - _- ""- - IMe7E FOR EeRTxwORK OUeN71rtE5. --- DPIVEWAYS ARE 1lOi SHOWN!tN0 ANY wORK r. r SUPSID(RY T0'11E6Y 3GNSTRUCi ION SIIALL BE 4 '`e -EXISTy I A r -d ' ----- --+-- -- ---------'--'-' 4.(RRIGATIOfI SYSTEMS DAMAGED BY BETTERUCT1Of! _4 - - SHtll BE REPe IREp TO ECDLL DR BETTER t I. PROP. BORE PIT CEPAITIDN.LNB NECES r IRRIGATION Zi 1;, '.I PROP. RECE[VING PIT REPAIRS WILL BE CONSIDERED SUBSIDI APY TO �� APPFO%15'X3O' APPRO%10'%10' THE LINE ITEM COST FOR PIPE.INSTtLLd71ON ro -- _ _ AN„WILL I107 BE Pdlp FOR SEVARdTELY. _ -I1 - , • _ v{ i ? +,fII r_ - -- -i_ A.., 1 tli zr r„c:4�_ 1 FGTZiOW l:1a•eT4:` �0j, / � • PROP. 8 WL-FIf ,.fL- _- PROP. uT IY s�4E L�_--- ;1 NOAH S.SHAFFER r,' m TCE PROP,- I�l F;ti EIrit?..,SJ1'A\\\\\\��= ISTA 1.69.43-8"WL-F I _ - -�- I I -RM 620 STA 481.46.98, 84.91' RT �- RELOCATE EXIST. WATER METER INSTALL 110 LF OF 18.STEEL CONTRACTOR TO AVOID 4 INSTALL: ENCASEMENT PIPE BY CONFLICT WITH 1-DBL. BALE TAP SADDLE (8"%1") BORE FROM STA 3.20.00 PROP. 24"SD LATERAL "RUB. n* o.rr 3 z• I 1-CORP. STOP TO STA 4.30.00 E12-A-2 FL-722.1' B LF11°HDPE ' ' HALFF�4- __ N-1O16O700.22 STA 3* IMilo 1, E-3127726.44 =RM 620 STA483+O2LOO 81.86' RT - al STA 1.10.00-8"WL-F BEGIN BORE AND 18"STEEL ENCASEMENT-STA 4+38.88-8"WL-F ° .- y -RM 620 STA 480.95.76, 84.85'RT N.10160727.05 -RM 620 STA 484+20.57, 84.45' RT BEGIN PROP. 8"WL-F END PROP. 8"WL-F 1 E.3127882.02 CONNECT TO EXIST. 8"W(S) Texaa Deportment of Traneaortatlun CONNECT TO EXIST. 8"W(S) pzD19 II CUT, PLUG&ABANDON EXIST. 8"W (N) CUT PLUG W ABANDON EXIST. B"W (N) INSTALL: STA 3.15.09-8"WLF INSTALL: I-TEE (8"X8") INSTALL: INSTALL: 487+97.00, 81.75' RT 1-TEE (8"X8") clrr w ROUND ROCK.rx 1-GATE VALVE (8") (5) 1-GATE VALVE (8") (E) 'F'�t*000EPOrppeiiETB 6JE ~g 1-45"I BEND MT(B") .,"v''K' C I 1-GATE VALVE(8") (W) N-10160727.03 1-GATE VALVE (8") (S) 2-45' BEND (8") (5) 2-45' BENDS (8") (5)1-MJ PLUG (W) E=3127877.02 15 LF 8"PVC TO TIE IN (5) RM 620 a 20 LF 8"PVC TO TIE IN(S) 17 LF B"PVC TO MJ PLUG (E) I 10 LF 8"PVC TO STUB OUT (W) STA 3+07.66-8"WLF N=10160727.42 N.10160719.69 -RM 620 STA 482.91.69, 86.95' RT E-3128000.62 PROP. WATER LINE F E.3127674.19 INSTALL:1-45" BEND LT (8") STA 1•07 TO STA 4•56 N-10160721.70 SCALE:I'.40 SHEET 5 OF B QQb E-3127871.84 ..9,-,.ER¢];LI°dy s.!J FE...'o PPaccr Po. I I "xvA.GJ sr TEXTS r'NXX xX 1[X1xx RM62tl INSTALL 391 LF 8" DIA. C 900 SDR 14 PVC PIPE "m ND R KW 1oo*r,iAro'los `11' L w�EP AUS WILL IeM5011 0687 UI S6 -' l _ -PROP, RECEIVING PIT ... IAPPROX 10 XIO) •'d"' - �, -�E1(1$T SOW 1 °E _ SCALE111 FEET I i 80 `RM 620 STA 491.96.21, 96.82' LT PI STA 1 04.00-12 WL-I BEING PROP, WL-K - ONNECT Ali. INSTALL 2.00'00"RT TO EXIST. 12'W N.10160836.13 I-STEEL: 1-TEE (12") E.3128789.93 1-GATE VALVE (12"1 (S1 \ LEGEND 10160836.13 ExISTING FEATURES STA 1+08,00-12"WL-K E.3128790.48 - -Ex IST I.R.O.W. END BORE - - PROPOSED LINE ---1 N•10160826,23 - -PROPOSED 14.0.W. E•3120709.25 ( -TEMPORARY CONSTRUCTION ,t EASEMENT ( INSTALL 82 LF OF 24" I -- PROPOSED UTILITY EASEMENT INSTALL 128 LF OF 24" I( STEEL ENCASEMENT BY BORE PROPOSED 5S STEEL ENCASEMENT PIPE ! PROPOSED SSMH 8Y OPEN CUT FROM WL-K 1 493.00 494,D0 _ PROPOSED wL STA 1+ -_c-_ 495.00 �. PROPOSED DRAINAGE 90.00 TO STA 'T�'• =i_ - ---.i__,�______ -_-- 3.18.eA --"- - EXISTING FIBER OPTIC _0.� _ 1 g STA 1+90.00-12"WL-K = .ISTIUG OVERHEAD ELECTRIC i BEGIN BORE IRM 6201 --"' �,:- Extsnllc WATER j1 N.10160747.44 EXISTING TELEPHONE 1 It E•3128775.17 i-"' /ram -_, E,ISTING GAS L-I(�_ -jj -> ExISTICONCRETE CABLE PROP. BORE PIT 11 (APPROX. 15'X30') /' .ram ! L" _'CONCRETE CUT 6 REPAIR •� jj '"- ®CONCRETE PAVERS t SEE PROFILE WL-K - V////iJ ASPHALT CUT S REPAIR It ROy(- L(1/1L.1 PROPOSED ENCdSEMENT ,, \ r-__l BY BORE i rCUT,.PLUG, ABN. ii 1S1 l� �' \ PROPOSED ENrASEroraNi .. r NOTES: BY OPEN CUT 4 1 1.REFER TO ExISTING UTILITY PLANS AND FIELD j +•r=-`-i- _STA 4+38.00-8"WL-G \`' VERIFY LOCAi1011 OF NEAPBD UTILITIES BEFORE -~- - - t T�. - �- RM 620 STA 494+73.70, 143.10 RT \ CONSTRUCTION.NOTIFY THE CONSTRUCTION -' I A-s+19.36-12"WL-K \ OBSERVER(F CON FL[C T5 E\15T5. STA 1.67.33-8"WL-G -, AH•02.24'52"RT INSTALL: -_- P,SEE IHTERSECT[ON AND GRA9ING pLANS FOR 4413m 620 INSTALL:STA 491+y4.61, 131.82' RT i N-10160620.01 1-TEE (8"X6") - ------ CROSS STREET INFORMATION. E.3I28752.97 1-GATE VALVE 16") 3.CRO5s SECTIONS ARE PROVIDED FOR THE 1-45• BEND RT (8") I - r-1-FIRE HYDRANT ASSEMBLY ` CCNTflaCicR's INFORMATION es a BAsis � 10 LF D.I.P (6"1 OF ESTIMdTE FOR EARTHWORK WANTITIEs. N.10160613.76 1 , ` \ DRIVEWAYS LRE tIOT SHOWr!ANU ANY WORK E.3)20737.28 1 `i STA 3•29.36-12.WL-K N`10160530.27 \ rSEE PROFILE WL-G RELATED TO DRIVEWAY CONSTRUCTION SHALL BE �, ^� I .RM 620 STA 491+96.21, 132.16' RT ` E`3128989.34 \ Sue51DIARY TO ITEM 530. INSTALL: 1 4.IRRIGATICr1 sYSTEU DAMAGED DV CONSTRUCTION INSTALL 40 LF IB"STEEL ( i-45' BEND LT (12") + \ SHALL BE REPAIRED 10 EOUAL OR BETTER ENCASEMENT PIPE BY t 1-GATE VALVE (12") (N) - -- - 0_-'--_ CONDITION.ANY NECE sSARY IflRICAT1OrN „OPEN CUT FROM STA tr '-"2''- --r - REPAIRS WILL BE CONSIDERED SUBSIDIARY TO 1.20.23 TO STA 1 60.23 \ `/ N 3128750. 24 , \�y�-�- i'ip WINE,I pEM COST FOR PIPE INSTAL CATION _... E.3128750.84 EA L y 1 BE PAID FOP sEPARATELY. \vile/ ' PROP/ROW __ --� 'ter _ _ ---�--- 3 -PROP 8 WL G s.w--- m------i ' -- �o.�� l / SOP..UTILITY EMENT e- ":;' �/ \.,\ (�A �;t- rD / �1 0 NOAN S SHAFFER 1 !,A \�PC STA 2+02.70-8"WL-G /� \ ! � IOTT== ;�41, I -* \ N.10160593.14 0 • L E.3128762.72 /' 4'�:.-c'(fi \ STA 1+88.25-8"WL-G 5' / / • -RM 620 STA 492.10.41, 146.37' RT WATER CURVE DATA \ INSTALL: \ \ \ I-45' BEND LT (8") '1 RT R.1967.00 s ;i N.10160596.ti T=141.78'� B /' '\ E=3128748.58 L.283.07' 1 \ Ho. PEv1SI0, B O.TF i _ A + 6 _e il HALFF \ / `STA 3+38.86-12"WL-K STA 4+73.76-8"WL-G_ \ \\\ 1.�,/ `RM 620 STA 492+02.36, 138.99' RT 11.36, 143.30 RT \ -"CUT&REPAIR 12.6 SY END WL-K .RM 620 STA 495* � � , ASPHALT ) INSTALL: ND PROP. WL-G \ \ • U ® 1-TEE(8.) CONNECT TO EXIST. 8•W (SW) 4 STA 1+12.00 8"WL-C �\ I-REDUCER (12"X8") (N) CUT PLUG W ABANDON EXIST. 8"W(NE `RM 620 STA 491+36.54, (31.96' RT V.10160605.11 INSTALL: \ \ 0.19 eras Deportment of iraneportat)00 BEGIN PROP. 8"WL-G 1E`3128742.84 ,,,,1-TEE (8X8") 1. CONNECT TO EXIST. 8"W (SE) STA 1472.33-8"WL-G / 1-GATE VALVE (8") (S) CUT, PLUG&ABANDON EXIST. 8"W(NW) -RM 620 STA 491+98.37, 135.31' RT 1-22.5• BEND (S) CITi pF Rattm Pocr rx INSTALL: / 12 LF 8"PVC TO TIE IN (5) \ \ i0a8 ENrERPPISE RRTYE I-STEEL: 1-GATE VALVE (8") (E) PT STA 4.82.86-8"WL-G E".s 1-TEE (8"X8") ';:�..,.,,-.RMAn Porn,rx Te:fia 23 1-GATE VALVE (8"1 (W) 1-TEE(0"X6") 1-MJ PLUG (El N.STA 4.82.86 1-MJ PLUG fW) 1-GATE VALVE (6") 10 LF 8"PVC TO STUB OUT (E) E.3129031.58 RM O H 20 LF 8"PVC TO STUB OUT (NI \\ 1-FIRE HYDRANT ASSEMBLY N.10160518.37 I-GATE VALVE (8") (S) 5 LF D.I.P (6") E.3129023.03 \ \ ,/ PROP. WATER LINE G 3 1-45• BEND (8"1 (S) N.10160609.56 1-22.5• BEND (8") (S) \E.3128739.98 it STA 1+00 TO STA 4+04 (-11.25• BEND (B") (5) ` �/ PROP. WATER LINE K * 20 LF 8"PVC TO TIE IN (S) / '\ /- STA 1+00 TO STA 3+39 �\ N.10160625.55 1\j J 5'-a!E:I"•40 SHEET 6 Or B E.3(28683.22 _i INSTALL 436 LF 8" DIA. C-900 SDR 14 PVC PIPE / /'� fO••'�.°,EP,L.8`I,EOE"4 DIA=MIICT"' "1O, / 239 LF 12" DIA. C-900 SDR 14 PVC PIPE // y .,w TEXAS' xxx xx r.xx"etoRM 620 c"«+..EP ANS wILLIMISCH IOM I Ot 1.56 L '� N , , / \ ' \`,,� �-�� --� SCALE IN FEET -' � -� -- 0 20 40 HO ,,,,,... ,....,..,.. , __. ,, _,„...,,.,.„, „ „,.._ ,,,,._ >,..: ...„„ r- _ T ,,,,,,. __;-- OLA C •ND-CAP 7-&----------- '' VA\VES E A - OR LOCATIONS \ STA 1+75.80 8 WL-H �,,\ � \.'.` �.� �-�1 LEGEND �� -RA(620 499.36.69, 150.16' RT ' \ ,, \ END BORE AND IB"STEEL ENCASEMENT \ �.� EX ISTINC FEATURES N.10160359.29 �\ �'•• \ - \ -- -Ex 15r INC R.O.w. E.3129412.10 \ '�, -PROPERtr LINE ` �1r .� Ov. .�. .►1 STA 3+58.80-8"WL-H `�. ----PROPOSED P.O.W. . `.,� c -RM 620 STA 500.74.28, 29.51' RT - • •- ti --TESEMENRY CONSTRUCTION \/\\ �� '/\\ INSTALL: --\\ , \ \ PROPOSED UTILITY EASEMENT \, \ \;\\ \ \ . \ A'‘ 1-90• BEND RT(8") PROPOSED SS \\�\ \\\ / x�\\ARM 6201 ti� \\� IDIfio421,os 414 PROPOSED SSW \\\\ 1�. 49•:: \ \ 439.0: `, .1 \\ 500.00 .,e \\ 501.00 ,, 502.00 PROPOSED wL �!. __ .Tza _ __ _ r 1- -- --PROPOSED DRAINAGE \ _\ � ,. \ - -_//- \/\\ __ I ------T�-_/ _- -F;IT �-_- EXISTING FIBER OPTIC \ APPAOX 15'X30'. \ Ex ISTINC OVERHEAD ELECTRIC \., Sr\,VIA i 6fi.5B-8'WL-H•STA I*0A WL-J STA 3.55.80-8"WL-H ,� / -e �\ EXISTING wETER \\I•RM 620 STA 499.29.76 156.24'RT \ RM 620 STA 500+72.03 31.49'RT \\ STA 3 76.77-8"WL-H EXISTING iELEPHOr1E \ICONNECT TO PROP. 8"WL-J \ '"� /BEGIN BORE AND 18"STEEL ENCASEMENT / \y .RM 620 STA 500+86.13, 43.02' RT Exist.GAS INSTALL: \\ , /N.10160420.04 / /\ \\ INSTALL: Ex ISTINC CABLE 1-TEE (8"x8") �E-3129581.54 / .\VI-11.25. BEND LT (8") I" CONCRETE CUT 6 REPe tR t N=10160356.18 �,\,\\ �./ \\i\\ ,t. / \\,N=10160404.14 E.3129403.42 .\\\\ r \\ \: \\E.3129590.43 ®CONCRETE PAVERS ;- \ NT N A -! \ \ /10, `\ \ ' \ \ _ = V////,1 ASPHALT CUT 6 REPA IP ` i/ \• VZ2 2)PROPOSED ENCASEMENT _ BY BORE i\ \` \\\/-RM 6204STA 498+77L63, 23.95' RT ?U/ \ \\ / ' v.o t - `- BrOOPEi,DCUiCASEM1ENi R ,INSTALL: \ /' STA 4+26.24-8"WL-H NOTES: 1-GATE VALVE (8'1 {{ cP �. \ -RM AL STA 501+25.38: 73.14' RT 1.REFCP TO CATIOINC UTILITY PLANS AND FIELD r' ‘I‘1- \ ` `\ 7• ' �.' �,�//// �- INSTALL: VERIFY LOCATION OF NEARBY UTILITIES BEFORE N.10160405.35 `. ` I. \ \4' � I:Sr i •I T T E O STRUCTION by 1-22.5' BEND RT (8") Cc. Ruc lo.NOTIFY H C N E.3129366.7E \ SEE INER lF CONFLICTS R60110. \ - \ , ° N.10160361.72 2.SEE S STREETPLANS1.00.00 INFORMATION. =AM 620 498.73.63, 122.82' RT .r_ ,, �' ' ,I _j 3.CR055 SECTIONS ARE PPOV ICCO FOR THE CONNECT TO EXIST. 8"W(W) �• OF ESTIMATE 5 INFORMATION AS A BASIS a OF ESTIMATE FOR EARTHWORK QUANTITIES, CUT, PLUG&ABANDON EXIST, 8"W (E) '�� -1'^ ~� ,.'�, . 47 \ DRIVEWAYS ARE NOT SHOWN AND ANY WORT( T,, INSTALL: �. \ _ PC STA 4+43.08-B"WL-H 1-45• BEND (B") `'.x� N.1016345.06 RELATED TO DRIVEWAY CONSTRUCTION SHALL BE �� ' Y/ t,+' _ •3129618.37 SUBSIDIARY TO ITEM 53U. "��"N' 10160407.86 ' \ Q• i \ \`_i_ 4,IRRIGATION SYSTEMS DAMAGED By CONSTRUCTION E-3129363.47 \ 6 �� / SHALL BE REPAIRED TO EQUAL OR BETTER �_ Q`,, SEE WL-H PROFILE CONTRACTOR TO REMOVE& CONDITION.ANY NECESSARY IRRIGATION �w�� ( REPLACE GUY WIRES AS REPAIRS WILL BE CONSIDERED SUBSIDIARY TO 6`x"- NECESSARY TO PERFORM WORK. THE LINE ITEM COST FOR PIPE INSTALLATION ��' f\ ` ` \` AND WILL I:01 BE PAID FOR SEPARATELY. ��`�T Yt'-'--_,__ / �. rP J �i` INSTALL 180 LF OF 18"STEEL �ApP.UT s_.O1 \ % `\'/ ' i 1 '�■ TO BORING STA FROM STA 18+75,80 \ \�� ASPHALT 9.4 5Y _*5`\\\\11,) r&PLUG EXIST. -�� ./ " $ial' (-1 . -7 <•sl STA I+22.69-8"WL-H , , -y WATER CURVE DATA i 1�"'" .RM 620 STA 498.95.47, 128.95'RT,' �, A.9.07'37.LT j NDAH S.SHAFFER i INSTALL: �, \ SEE WL-J PROFILE R.350.00' % T, 107722 f i 1-22.5• BEND RT (8.) �� 07� \ T.27.94' N.10160394.15 = L.55.75' 11 l;;� E1)5�•"•:`� E.3129381.54 l �:' r• PT STA 4+98.65-8"WL-H 11 S.:........w �•, • N-10160290.BO \ I'll\\\�Nn� T, STA 1+62.58-8"WL-H I y,1` O 111 E.3129630.94 -RM 620 STA 499+27.12, 153.23' RT PROP. RECEIVING 1 ^ STA 5+08.65-8"WL-H I INSTALL: PIT APPROX 10'X10' 1, 11 (7` ' -RM 620 STA 501+71,70 141.35' RT ' 'N.10160359.90 RT (8") ' ' �1 CUT&CONNECT TO EXIST, 8"W � E.3129402.07 \ INSTALL: \ PEvlsla� er o•rE S / -1 1-TEE(8") "' STA 1+09.68-8"WL-J 7] 1-GATE VALVE (8") (N) �'\ .RM 620 STA 499+36.14, 163.52' RT çI ��l I `,E=3129633.96 H AL F F� "R : 1-22.5• BEND RT (8") ' ! \ `•N.10160347.07 \ E.3129406.69 -O -try, � 1 \�'f-�STA 2+33.95-8"WL-J \ I1u079 rexoe Deportment of Tronenortaflon i STA 1.42.16-8"WL-J -HM 620 499+99.32 229.03' AT .RM 620 STA 499.46.58, 194.28' RT CONNECT TO EXIST.6"W(W) C INSTALL: PI STA 1+44.94-8.WL-H CUT, PLUG&ABANDON EXIST. 6"W(N) `\ El r,aF auHo Roc", x 1-11.25. BEND RT(8") •2.58'18. INSALL: 2p0A EPAR:.LSE IXtIVE N.10160314.62 N.10160290.80 1 ' 1-REDUCER(8°X6") nwrq ROEN,rx Te654 - E.3129405.12 E.3129630.94 1� ,1 ' '1 2-45. BENDS(8") (N) NOTE: N-10160257.67 STEEL ENCASEMENT PIPE ON '° E-3129443.28 UPRR CROSSING WL-H WILL BE \ .w ~^,"RM 620 21 STA 1.83.09-B"ALJ VENTED AND COATED IN ACCORDANCE-RM 620 STA 499+53.87, 234.55' RT '1 PROP. 8" WATER LINE H INSTALL: ' , CUT&REPAIR 12 SY WITH SPAR PERMIT REQUIREMENTS. \ STA 1.00 TO STA 5+09 2-45• BENDS LT (8") , , ASPHALT PROP. 8" WATER LINE J 1-GATE VALVE (B") 151 ` INSTALL 38 LF OF 18"STEEL \ STA 1.00 TO STA 2.34 °' N.10160274.49 11 Y SCALE: . o su E-3129397.13 / '1 ENCASEMENT PIPE BY EEr T O=R OPEN CUT \ .".ER OE, ;51•1c ..,c+__ g I I �I FROM STA 1+91 16 .-..,,GU o'.r TExASlr fxxxc xx I1x101 RM 620INSTALL 543 LF 8" DIA. C-900 SDR 14 PVC PIPE 1 TO STA 2+29.16 ND oun a^ASr�°{Las : \`\ rn•r".m ER 4U5 wILLI MISCH IUD95I 01�OSG L STA 1+17,59-16.WL-I STA 1+00.00-16"WL-I .RM 620 STA 504.34.56, 92.9' LT r \ •RM 620 STA 504,44.04, 106.6'LT SCALE IN FEET INSTALL: CONNECT TO EXIST. IA"W SPECIAL NOTE, I-45' BEND RT 116"7 \ I CUT PLUG&ABANDON EXIST. 16"W (S) 0`, CONTRACTOR TO RELOCATE& o z0 ao Bo N"10160402.72 INSTALL: E.3129964.42 1-11.25• BEND LT (16") RECONNECT MODONALD'S WATER SERVICE. Pq0P ' 1-45' BEND LT (16") (S) COORDINATE W/CITY INSPECTOR& . N.10160411.99 DESIGN ENGINEER FOR LOCATION. -�TILITY TC PROP. ' E.3129978.26 PAYMENT TO BE MADE AT LINE ITEM BID E `�, PRICE FOR RECONNECT EX. SERVICE, _._. \ C4E-NT �' _ ' STA 1+20.00=16.WL-1 INSTALL 70 LF OF 30"STEEL -RM 620 STA 504+34.59 90.3' LT LEGEND ENCASEMENT LF O B3 BEGIN 30"STEEL ENCASEMENT OPEN CUT FROM STA 1+20.00 •r' PIPE BY 400N CUT _ EXISTING FEATURES TO STA 1+90.00 .,I N.10160400.39 •;� ----Ex 1ST MG R.O.W. 1 E.3129963.53 PROPERTY LINE ' 1 " ----PROPOSED R.0.w. CONTRACTOR TO REMOVE Ap SALVAGE TEMPORARY ConSTPUCTIcr! EASEMENT I EXIST. FIRE HYDRANT ANO,GATE VALVE T --PROPOSED UTILITY EASEMENT \\:� POOP. BORE PIT11% \ --- • ---'PROPOSED 55 APPROX. 15'X30' ``'. �- /' - PROPOSED 55AGi 1 PROP_ROW____,�,_�` `.. • PROPOSED P PDSEO wL STA 1+90.00-16"WL-I II �)��INSTALL 80 LF OF 30.STEEL �1 --- PROPOSED DRAINAGE -RM 620 STA 504+34.27, 20.4' LT 1 -^ENCASEMENT PIPE BY �� • Ex STING FIBER OPTIC ''''Y/ END OPEN CUT I BORING FROM STA 1+90.00 ..A ' Ex IST NIG OVERREAOTELECTR IC BEGIN 30"STEEL ENCASEMENT ' ' TO STA 2+70.00 , xq _ - EXISTING TELEPHONE PIPE BY BORING 11111 1 7 __-- N 10160335.02 -mac t ' ---- - EXISTING GAS E 3129938.48 �[ ,,` ".fir p(YW _ " -y� r EXISTING CABLE < - _ _-_ w , _ - .,,•.,�. 506.00 1 CONCRETE CUT 6 REPAIR �t fy,.....-...Y "...,✓'"'.._- ?i i".,;,4` - �-_'1-�-- EEIEEED..- CONCRETE PAVERS ^ 0 '- ..... F..: .` I 50 _ cs'- V/I/./A ASPHALT CUT 4 REPAIR y 506 06.. • "' •�.,.- �'�'J'� •• �lL1L.{BY DO�EO ENCASEMENT �50.1.00 1 a a'S05.00 \``• '---�PROPOSED ENCASEMENT STA 2+70 00 16"WL-I - '', NOTES: -- BY OREN CUT ,'.RM 62U STA 504+36.05 59.6' RT {�) SEE PROFILE WL-I CUT.�ND PLUG EXIST. W(N) pI 3TA 4+47.91 -B"WL-Y I,REFER ro Ex ISTING uT ILi Tv PI.eNS aND FIELo ENO BORE A,30.STEEL ENCASEMENT O I AH=02'48'35.RT CUT&REPAIR 5.5 SY VERIFY CTI OS.N OF nETVBY UTILITIES BEFORE N.10160260.32 �� i N.10160189.06 ASPHALT xx [Ct+57RucT10N.NOTIFr THE CONSTRUCT IL4J E.3129909.86 IRM 6 2 0I CUT'B REPAIR E.3130059.22 . OBSERv7E SF 10NFL 000 Ex ISTS. e\ 2.SEE IN R EC GN AND GRADING PLAITS FOR 1 22. SY r ` CROSS STREET INFORMATION. P P. RECEIVING PIT I. ASPALT °ate„ ! LY 3.CROSS SECTIONS ARE PROVIDED FOR THE APPROX. 10'X10' i __ --` nx\ ccNERTc73i5 oaF 4RiTwGR AcuAleisls s. .__ ... - _ • , - ` NELdTEDMTOApEli10 YHOGNSTRUCTIONWSHALL BE {, I ---RO" �� - �"w,. .` O ITEM 530. -J.+ � EXI -.� ''S' � 4.jpF IGATION SYSTEMS DAMAGED BY COr15TRUCiIOrI -'-' -"' ! =- litagir -� �.� "w�. SHALL BE REPAIRED TO EQUAL DR BETTER � ` �; "!! ROW A�. - �`- . REPAIRS ANY B+� '• \ \�.\� ��r. R 1 L B CONSIDERED IRRIGATION ISUBSIDIARY i0 rt■ .�.�� a:rr EPA P.S WILL E D.SIU PED UBS '�.' ��*"-•_��°�"' . THE LINE ITEM C05T FOR RIPE INSTALLATION E/SEMENT _ ♦ \ �' ANC riILL 1:0iBEPe ID FORSEPARATELY,� � �- is PROP ..�y tPROP.I UTILITYI 4 P. STA 4+96.25-8"WL-I f,C 0 1 ' ` `v -RM 620 STA 506,44.39, 70.6' RT �5,;• •sl// END B"WL-I ' 4i. `1 CONNECT TO EXIST. 6"W (S) (/.� / l,:s.n ' 1 1 CUT PLUG AND ABANDON EXIST. 6"W (N) '''''''S''' %". •" INSTALL: NOAH S.SNAFFER 0 STA 3+59.06-16.WL-I-RM I-TEE (B") ham ' 107T22 �F i CONNECT 620 STA EXIST.c.O1, 73.3' RT - I-MJ PLUG (8") (N) /a•,1„ ' TO 16.WL (S) I-REDUCER (6"X8") (S) `�_ /1�•'••E'IS`�; fi INSTALL: 1�.SJ........,N)'� N. 10160176.95 \ 1` 1 1-TEE<16"X1fi") E.3130106.01 (11j NA `� ' - 1-REDUCER (8"X16") (E) \ \ I-GATE VALVE(8") (E) \ a "'- -� 1-N.GATE VALVE STA 4+76.25-8"WL-I P'''' \ E.3129976.14 -RM 620 STA 506.25.04, 71.8' RT \ 1 � INSTALL: i PI STA 3+07.36-16"W'L-I 1-TEE (8"X6") "EYISIbi PATE ,, NH=01 00'00.239.7 RT I-FIRE HYDR-GATE ANT ASSEMBLY ■•Al HALFF x N.10160239.78 8.5 LF D.I.P. .., �3129928.52 N.101601 B1.9fi =�� 1 E.31300B6.65 STA 2+82.59-16.WL-I "_� -RM 620 STA 504+36.17, 72.11' RT CUT HA&LTREPAIR 21.3 SY 1 INSTALL: ASP 020,9 on 1-TEE ( 11 rexav 0eaarvmenr of rronvaarratt VOLE 1-GATE VALVE (i6") (N) ' 1-REDUCER (8"X16") (W) STA 1+46.12-16.WL-I _--- N.(0160248.65 •14M 620 STA 506.23.43, 76.5' RT CITY aF POUND pp[K,ix 2POe ENTEPPP I3E PPIYE 1 E.3129905.39 INSTALL: i -- .....,,.,".paa+AL Tx Yeasa 1 STA 2.82.59, 10.9' RT-8.WL-f 1-1(.25• BEND LT (8") -'r =RM 620 STA 504+25.23, 72.2'RT N.10160193.53 RM 620 INSTALL: E=3130037.68 3 STA 2+77.59, 15.9' RT-8"WL-I 1-45' BEND RT (8") i-� r.RM 620 STA 504+20.19 67.3'RT 1-GATE VALVE (8") (E) PROP. 8" WATER LINE I CONNECT TO EXIST. 8"W(W) N.10160218.06 . . STA 1+00 TO STA 4+96 a INSTALL: E.3129975.43 "' 1-45' BEND LT sc,E:1"•40 SHEET B OFB N.10160259.01 INSTALL 153 LF 8" DIA. C-900 SDR 14 PVC PIPE DA..p .EP,., p1.;a VAT,I IENNu.v"emaT No. b 1 E.3129892.30 T a•," GJ TEXAS xxx xx Ixx,xY RM 620 260 LF 16" DIA. C 905 SDR 18 PVC PIPE No TN ET N6^1.iel 0 ",SST L. K.."EP AUS CITI MSON IU663I 0,poso. PROP. WL—A EXIST.GROUND 765 ---------..- 765 1. . WL-A 755 755 745 - i 735 a� 3 .- 735 1+00 LL 2+00 3±00 4 I4 oLL 4 iLLL 4+00 5+00 6+00 . 11P5 PROP. WL—D 740 „A EXIST.GROUND —,.. 1 ,� 740 %7.72 , .—..............._......, � / NO.5.SNn FFER 1.2% % : 10T�22 t i 4 730 WL-D 730 ,��ti��:.�_ I PFv1s1oH BY o.rE 720 720 ; ; HALFF ;,u..°h., gg (0.19rrexoa Department of Troneporfation ! •';,',,,s EIYWA 6,6 E x 710710 s -6 RM 620 r r WATER LINE PROFILE A&D .tea "-" STA 1+00 TO STA 6+36 (WL-A) • STA 1+00 TO STA 2+45 (WL-D J ..LL 4 uWaLL SEAIE:H:I'•JO V;1"•D MAC',SHEET)1 OF 6 a 1+00.J 2+00 3+00 4+00 5+00 .em GJpl.:"�• I rs DFDAL AID TExASxxx xx On," .1 ., RM 620 c.<�n.ER AUS ellLI SL`!I DGB3 OI O56 PROP. WL—G EXIST.GROUND '74 750 ;•- ,- 750 °ter 740 740 T.4Y. 2.2% -I.yy WL G 730 1 IITTpp_A_s�.1(--- 730 X 'SI C�NC,ASEAI� 8 P[ BY BEN CUT — PRO%.STA 1.20.23 $ TA I.60.23 720 _ }P w'/--i �' s s s io - s m o� m.m: m s 720 'r ..�. _ r 8 mom,- N�� awJM1Y 2.JW �Jmim.J 3 2 3:r,:fs.) .—;; ; 3 _ .,.. me i 1r W ♦ J• -tut •J. W ; ♦U ♦U� WS3 � .. � 3m -"- �,a-em �cm m Hmm m I+Y•. Mi.: 'l m. �LL .LLLm 4F¢0 a'.'_ -L NGu-.k��i� W e,M�.l4 --We W 4 if"--' �i�i' J �3J 1+00 2+00 3+00 4+00 W -_W '5+00 6+00 NOTE: PROP. WL—H CASING VENTS SHALL BE INSTALLED ON PROP. ' " 18"STEEL CASING OUTSIDE OF UPPR ROW IN '' ACCORDANCE W[TH UPRR UTILITY INSTALLATION 740 , •• EXIST.GROUND 2Nunipigg TO THE COST OF BORE U1 7,, „...... --------- 740 r -•... m BEECOA 0IT0 PREVENTOER�R SR�ROWOSHALL ////A 'RMIT.WORK AND mATER/ALS WILL BE MALL •--•- .• I hi",P t 1. ut�. • UD S.SHAFFER 1 •:�F i 70 730 �I r — 5. o.2X ////��h � �� , 730 t PROP.GROUND 6.6T' $ Q CLEARANCE d 2fi1( I m.l it ' Q 1 IT` / AEVISIONil pr p•tF 720 I I INSTALL BY BORE wl H : : HALFF F. x r ga AP�ok ELNTsd`fiFi 720 � >, 4 TO STA 3.55.80 .2019 exact Oeparfarent of Traneportat)on 710 3 1"- / 20a0 ENTERPRISE DRIVE AgaVO PUE,.Tx IB66.1 710 _ m • maz. is RM 620 W� 1W W� � _m: w Le., " - o x� PROP. WATER LINE G&H -'n3 a; Jv s _'mv� , . _m STA 1+00 TO STA 4+83 (WL-G) w • s STA 1+00 TO STA 5+05 (WL-H) l. + u'f'aW �i~4 J LL ^ ,-1=m SCALE:HI I".40 V:1".la SHEET 2 0:6 _ OW "' 4 u 4,� 84 i LL a.Y+m cR p}E:,'.st.t rEorv4•10 waRcl w •:•••r 1+QQ +QQ W .Le_ U ,GJ < TEXAS xxx xx ox,x+ AM 620 3+00 4+00 5+00 7 Ho airs. x 471":k iCa' ` 1 rn..,.e,EP AU$ WILL IAN$0H UfiB3 01 55 3 PROP. WL-I .1 750 ;, 2 ', 750 • . EXIST.CROUNO. _ 740 ° O a.zr 740 � 0 � -0.2x 1 1' �./ iT i ,-- i 1 N H -0.20 G.2r G.2r� L �g7�L� J. L -1_J--L_� 11.E 730 I eYignA4UT WL I J 730 TO LF 30'STEEL / ENCASEMENT PIPE INSTs1L0gy gOpE 4 \ APPRO%.STA 1.20.00 60 LF 3 STEEEC S TO STA 1.90.00 ENCASEMENT PIP APPFiOX,STA 1.90.00 TO.STA 2+e0.00 720 =e . 720 sg 1 ws mis ..Nm's i Wm s yy�i'- 1"'- il"'- m� ,. • 1+00 Y 2+00 LL 3+00 -LL =+ � -w F.N0m 44 00 J 5+00 �= PROP. WL-J EXIST.GROUND 740 � m ptt........, / 740 ill/ i \ _-� ,_ ?..,,, NOOH 5.SHAFFER '"' N // T.. 10i 122 .%�i ��PROP.GROUND / s 730 a, ,1i,iti ��F WL-J 730 2.2•r w.ln'a REVIs:oR 4 o4 rE 720 ;B aSTEEL Y-Pul H HALFF - ENCASEMENT PIPE APPROX.STA I.9f18 720 • ■ y i0 STA Z+29.I6 ° ""'"' yZ ,^ ®2019Texaa OepprfmBnt of Tlan'Dortatlon CILY p:RpuNO AO[x,i% `- • -, '• /r.',FJ.;:11:r 2006ENr[RFRISE Di1YEG'• • ' 710 FOCI,ix)8664 m� m-1 Wm KN RM 620 gog�1 g� gr �� " m w" WATER LINE PROFILE I&J n.s ; "Fm z 11 L'A' STA I+00 TO STA 4+96 (WL-I> w� Q "' STA 1+00 TO STA 2+35 IWL-J) e lie- 41. .La.' - Wi¢w SCAT.E:H:i'•40 V:I"•10 SNFEi 3 OF fi ay 1+00 w 2+(J0 3*00 .w�GJ TExASI xxx xx Rlxx:rx ;Ann NO... [ou' a Rw rn 1' [ i c....m EP AUS WILLIAMS.0663 01�056�-- r. EXIST. GROUND or ti oe�mi-`�' uNy -' .x'n m PROP. GROUND ��nd� � PROP. WL-K 740 i� .-'"'F _� S ET'" a�W r,.-wt��Wes: wWw 740 Y.� 730 ❑rr. 1.7r. - 730 -----9[-[yZy-7L7Ldd •--5g7-- — ENCAE��IENT P PE UENCASEp �T 720 AI.P 'is STA 1.Id 00 APPflOX.STA 1 90.00 TO STA 1*90.00 TO STA 3+18.00 720 # \ x o • o x i 710 m a m: Q '.111 A �e �a _ =o g x, 710 '� a N 1 gi'' e°. ^m ' i r'a -i m2 " ; M *; U1 3. ��. ~aW Io ZNEZ- VA➢ .•LL B-LL _LL 4 LL _LL LL _LL LI ¢1J 1+00 2+00 3+00 II PROP. GROUND EXIST. GROUND PROP. WL-L 740 I I �\\\\\\� Av,, tL D{ T.�I 740 7,!,..q..�.t�..+,;,�01, 1: L.. ,n NonN'0772i!SHAFFEReF.p ,._-----...............• ��,os,�.,,EI ISM:?''. ¢, 730 'l�h�;�t �r a:oz 730 L �r _ IT.35 CAH0EE mull 720 FR SR .T �� HALF.EvFtsla', er_. " 720 ■ of*E a ®2U79eXoe Oepprimenf of Troneportoilon R s _ .. L-) ' 3 71O m + ' ZN6 EwiERPRI SE DRIVE ui> 71 O Ir..!,:r...;:.!:::!.POUT]PYr:,ix 79a6J ' L';'-..; ' -gj ' -,... h.:a RM 620 , mom "�Sa '''F2�'- m;" �� PROP. WATER LINE K & L 'r u"; v;m s + Jw`s .�z STA I OO TO STA 3+38.66 (WL-K) " t�gt STA 1+00 TO STA 2+92.00 (WL-L) x Sri -<.. � •�c~NLL :_ LL SCALE:N:{I"•i0 VI:'•10 SKET A OF 6 •U n..'P..:EP p:..nv ir.1E I rlOFxu JIO x.OJtCt tq, x�-.ar I+00 2+00 3+00 «:w < TEXAS xxx xx txx,xx PM 620 .,:. NO*Z. coven Icu.otlst iolrye_tr cwrra:F.p AUS wILLInNSC11 C6A3 UI 056 [EXIST.GROUND PROP. WL—B 760ws- + 1.zr �� `x5 v I . 750 s'114z o,2% �— 1\ 750 2.a% \ 740 1.17. 740 J 730 -m 3' ( 730 m p — - 4 s ''A—.•.e . LL LL 4 1+00 2+00 3+00 4+005+006+00 745 PROP. WL—E ,�\\\\�‘ 745 ' ',--,';;��1 EXIST.GROUND ` .� ; Hjwj�.l1 IlDEH 5.SHAFFEa �� I0772? j INSTALL #�S4c.%CEr15;p'h'1: 735 2N11110TtEkLi �h`4\;\'''c�� ____I___,...__ �✓ FROM STA 1.22 35 S' R J 735 '1�\\\\�� 1 TO STA 1+46.35 — o.ze I ^i--- I �— i aEVlSlau I Br L•.lE. 725 1 ■■■ HALFFb ' g 725 •,• y . .,., m2.911 Faxon Deportment of lroneportat!mg 2 6 71 5 m clrr or aowp axr,r% 2aDe EHrfaaaiSE DaIYE p .. No _ o J 715 ,,,„°v't'..y':03aar,rX ai a wo w m° m� x� RM 620 PROP. WATER LINE B & E STA 1+00 TO STA 6+53.48 (WL-8) T , • s. i m= .' '„mw; , STA 1+00 TO STA 3+75,74 (WL-E) + u SCAL E HI':4 0 :l"IO SHEET 5 0, ;uLL N.-.Le —LL LL —Le. —LL --LLa• [n_rc„'E i1iE e5I Eanu.Xzrwx[xn FyMc.6201+OQ 2+00 3+00 n,., ND 2rs. cswn r I{{I w°1 i$°,I ''F t>..nwe EP AU5 WILL IAY5011�06931sf01 ID56. PROP. WL—C :.\+.. IST.GROUND ti W p� 40 . 740 —— _ •LI —.—_— — LL 740 -1.8, ___`— __1 730 1 -I.8, ' ..— 1 730 -o:zx si ' 5 720 ,• % 17, pP Nr t1- Im- r r OJr aZ " m= 3 3W➢LL LL Yw:01J w" LL •ILL LL LL 'Fm 1+00 2+00 LL 3+00 4+00 5+00 _LL 6+00 MLL 740 PROP. WL—F �� it DF r�l EXIST.GROUND 740li ±: gq'l' 1swje. ifl la.:l •HOAH S.SHAFFER • — m • i il• N ��4;;:�rE(IScO:i4�� 730 - ��j'Tsbva(c�3� g - --- — 12 - �_ 730 ��...� �$ ®'. s r36 M. FEVIS,Cr, pAif, 720 Ls=�_L=_r O : : HALFFk f D.217 • 720 ■ ■ ,,,„w, 7.11., \ 1105 LF t e'y an 02019 ENCASEMENT PIPE Fexve Oepprfinenf of 7raneporfpfroR FROM STA .20 $ _ TO STA 4.30 '' clrr Ov Ran.9 Maw, 710 LLJ o 71 0 ,-,4 MOu,e0EN0.pFFT5E 0F10VE" meml tr - _ .. 3 _ w. a .N o :N RM 620 s mti ei m w mw mm m. 4: '' %> " "1 m r . <F „€�� 2— PROP. WATER LINE C & F a jai -`'m�`�'i + a1 1 m' m' ..'�w ~ STA 1+00 TO STA 6+83.62 (WL-CI + <. .'-_v i-m -36 -wo ; 1 "We1 .w1 ia1 STA 1+00 TO STA 9+59.89 (WL-F) ~m v 'l+, LL .LL LL 1ium .t-im SCALE:H:t--G0'V:I"=10 SHEET 6�:)F 5 1+00 2+00 J LL J 3+00 4+00 —LL Go w�,.TE eS +a:rx�,p1W z`o ''..a ER AU5 MILL iA47 N(Ofi93Isr0fl 105n MATERIAL UST MAXIMUM SLOPE 1/4"/FT. MATERIAL UST: A. SERVICE CLAMP REQUIRED FRONT TD BACK OR BACK MAXIMUM SLOPE 1/4"/FT. B 1"CORPORATION STOP-SERVICE PIPE OUTLET.(SEE TO FRONT A. SERVICE CLAMP REQUIRED. FRONT TO BACK OR BACK NOTE/2) B 1"COPPORATION STOP-SERVICE PIPE OUTLET.(SEE 1D FRONT C. 1'SERVICE PIPE BOX TO BE LEVEL NOTE#2) D LOCKING ANGLE METER STOP;SERVICE PIPE INLET X SIDE TO SIDE? © C. 1'SERVICE PIPE. BOt TO BE LEVEL SWIVEL COUPLING NUT OUTLET D LOCKING ANGLE METER STOP,SERVICE PIPE INLET x SIDE TO SIDE-7 • FOP 5/8"AND 3/4"METERS i'X 3/4" SWIVEL COUPLIIN;NUT OUTLET • FOR 1"METERS.1"X 1' FOR 5/8'AND 3j4'METERS I"%3/4' • SEE NOTE/2 �� 6 0 • FOR 1'METERS 1'x 1" �� Q E. PLASTIC RECTANGULAR METER BOX.(SEE TABLE i� ,-1�1 • SEE NOTE rJ2 `icy-� BELOW) / /� \ ' E. PLASTIC RECTANGULAR METER BOX (SEE TABLE �) F. PIPE CASTING WHERE APPLICABLE (AS PER DETAIL // / BELOVO PIPE C / �� WT-01) F. PIPE CASING WHERE APPLICAELE.(AS PER DETAIL ///// C, WATER METED,CENTERED IN BOti,(SEE TABLE BELOW} C <� 0/ G WATER METER,CENTERED IN BOX.(SEE TABLE BELOW) C ` H. WATER METER COUPLING,MALE PT.X SWIVEL \- /�,�.�'j,/ H WATER METER CWPLI7IG;MALE I.P.T x SWIVEL \ �/ COUPLING NUT- X �`1I�(/ O O COUPLING NIIT: 0 • FOP.5/8'AND 3/4'METERS'3/4"X 8 1/2'LONG r 1 FGP.1'METERS:LENGTH OF PIPE i0 BE DETERMINED'4 y. 1 • FOR 5,/8'AND 3/4'METERS 3/a'X e 1/2'LONG EY CONTRACTOR EXTEND PIPE TE 4"-B OUTSIDE OF p, • FOR 1"METERS.LENGTH OF PIPE TO BE DETERMINED 6, 4'1- " METER BOX <6 e BY�pNTRACTDR,EXTEND PIPE TO 4"-6"OUTSIDE QFO�,T�R• v'• i BRONZE PATE PF:T OWNERS UTM FF O OR 1 0 © METER BOX, �. \ 41) FEMALE I.P T.(PROPERTY OWNERS CUT-OFF OUTSIDE I. BRONZE GATE VALVE:NON-RISING STEM(3/4"OR 11 i METER BOX IN SEPARATE VALVE CAN WITH LID AS PER FEMALE I P T.(PROPERTY OWNERS CUT-OFF OUTSIDE C1T:OF ROUND POCK STANDARDS) I METER BOX IN SEPARATE VALVE CAN WITH LID AS PER CITYR J 3/4'OR 1"PIPE MEETING CITY OF ROUND ROCK 0 ` 5---,..,5---,..,© J 3/4"OORRI"PIPE MEETING ND RD.( •CCRYD OF ROUND ROCK 0 L O PLUMBING CODE REQUIREMENTS, PLUMBING CODE REQUIREMENTS. ROM NOTES 5-`R 1. SERVICE PIPE SHALL BE COPPER TUBE SIZE. IT MAY BE 150 PSI AN 0. ~� I SERVICE PIPE SHALL COPPER TUBE SIZE. MAY BE 150 ANNEALED �f, SEAMLESS TYPE"K"COPPER TUBING OR 200 PSI BLACK COLORED POLYETHYLENE HAVING A DIMENSION RATIO OF 9(DR9) SEAMLESS TYPE K"COPPER TUBING OR 200 p51 BLACK COLORED POLYETHYLENE <. ALL ST4IIAESS STEEL INSERTS THAT COME WIN TT FITTINGS SHALL NOT BE HAVINGA DIMENSION RATIO OF 9(DR9). USED A CONNECTIONS. 2 ALL e..TAINLESS STEEL INSERTS THAT COME WITH COMPRESSION FRTINGS SHALL NOT BE 3. SERVILEE SADNY CONNECTIONS. SHALL BE WRAPPED COMPLETELY WITH B MIL POLYETHYLENE FlLM. USED ON ANY CONNECTIONS. 4 TOP OF BOXES SHALL BE 1"ABOVE FINISHED GRADE 3. SERVICE SADDLES SHALL BE WRAPPED COMPLETELY WITH B TAIL POLYETHYLENE FILM, 5 PIPING AND TUBING SHALL BE INSTALLED IN ACCORDANCE WITH SECTION 5103 OF THE 4 TOP OF BOXES SHALL BE I"ABOVE FINISHED GRADE. STANDARD SPECIFICATIONS SPECIAL ATTENTION IS CALLED TO-PIPE BEDDING 5 PIPING AND ECI PPG SHALL BE INSTALLEDATT IN ACCORDANCE WITH SECTION 5. Of THE ENVELOPE"AND"BACKFILLIIIG",SECTIONS 5103(14)AND 510.3(25),RESPECTIVELY ENVELOPE SPECIFICATIONS S.SECTIONS AiSEN10, (CALLED TO"PIPE BERESP 6. A'xIS OF METER ASSEMBLY(LIFE THROUGH METER STOP,METER.PIPING AND OWNERS ENVELOPE"TED ASSEMBLY 5MET(1ST AND TER, (25),RESPECTIVELY. CUTOFF)SHALL BE 10"BELOW TOP OF BOx 6 AXIS OF METER ASSEMBLY(LINE THROUGH METER STOP,METER,PIPING AND OW77EP5 7 SLOTS'PROVIDED IN METER BOX TO ACCOMODATE PIPING INTO AND OUT OF BOX, CUTOFF)SHALL BE ID"BELOW TOP OF BOK. ",,`1 SHALL NOT BE MODIFIED T. SLOTS PROVIDED IN METER BOX TO ACCOMODATE PIPING INTO AND OUT OF BOX, =`', OF T"��,,/�J 8. LOCATION OF METER BOXES SHALL BE SUBJECT TO THE APPROVAL OF THE C.O.R R. SHALL NOT BE MODIFIED --••., IYF B. LOCATION OF METER BOXES SHALL BE SUBJECT TO THE APPROVAL OF THE C.O.ft R �* �iL�•�� FART NUMBER SERIES SIZE HEIGHT WIDTH LENGTH / ; �I 0 4f!fa.l DM35C-ROOT• MC sTANoma 12-1, TOP•I3-V6• TOP•Ie' PART NUMBER SERIES SIZE HEIGHT WIDTH LENGTH DrWfyC-12-BCOx• fiSC JUl1RO I2- FOP•IR-3/4' IOU•!O-1, 0**NORM .SHAFFEP OM]eC-561Y SN O1NID•RO 12-1'4' BASE.10• BlSE.to-Ix4 2 %•••,•••••107722 D TT27••.U.2.. OMSeC-SRST-IA• 3SC Sr•NO•PU I-3/4" LW•IV LW•IS- �• -IZ- rr' 63C eulxBD 12• BASE•te' BASE•2Y •PO.BY DM P.,.PICOPPOP•TED OF APPROVED Ma- OIY/RSC-BDR4-W 93C JUMBO 1-3/i 11O-I!-I'4- Lb•P' ,°P'•.•(,/. `Q.•'r��i •ROM:RT OM Pl..MCORP...TEO OP APPROVED Mk O II g'�•..,AEI ,/ � - .�y / Np• PEv 1510N re ��METER SIZE LENGTH _ METER SIZE LENGTH nN Te":'",:'Ally A e0 3/4" g" 0 0 iMllw,rr,.w F C 0 1-1/2" 73" i ONRPII.RAR AT P E CXORAS CITY OF ROUND ROCK DRAWINGt NO. pN F1CLE AT PU®CCRO EO 2" DRAWITJG"ND: ...•.MI.N."Jr APPROVED WT_D2 CITY OF ROUND ROCK WT_03 19rTexer Department of TronRp•lrfatroR 02-11-II --- APPROVED DATE SINGLE 5/8", 3/4" OR 1'" Dz-II-I1 •� CITY<M ROUND AOCr.rx T.A ISILITC P.THIN A ASSUMES DATE SINGLE — /L" OR Z" A 2008 ENTERPPISE OAIVE R.AIT HITECTE TNR MPROPAES WATER METER DETAIL TNT ARCHITECT,FNCINR*USIA. WATER METER DETAIL � '"'�'"""'°A°`"•Tx 18u6J u USE OF THIS MAIL.(HOT 79 SC.., mNr Orel!}Y FOB 7 71:0":tal a 9ss w TNIB peon-(Nor,b scAIET RM 620 i WATER DETAILS M i ••SEAL E:TT SEAL SHEET r ET I OF 6 o••,••EP'1;t sIA[ /mist,110 Aoacr •1 mco.GJ TEXASI xzx xX 1xx:xx AM 620 otsr. [o •P0.I(2°"1 6F Mr L. throw,.ND wn y.EP AUS RILLIWSON I0GB3101 f056 PT • MAT[MAL LIST; MAXIMUM SLOPE 1/4'/FT. '''fff PROFIT TO BACK DR BACK Z A SERVICE CUWP PEWIRED. J TO FROM B. t 1/2•CORP...STOP /r ty� OUTLET(TYPICAL)E SNOTEE PPE T Boz ro eE I.EYEL OUTLET(SEE NOTE j2) t,0� /r O w C. t 1/2"SERVICE APE(TYPE•). SIDE TO SIDE p 0.BRANCH CONNECTION:1 t;2'OR 1,0' 9'TYPICAL WATER MAIN ASSIGNMENT I 2"SERVICE APE INLET AND 2 OMB - Va.PALE I.P T.DVTLETS T E] Z-2 Vi tie'0.0(SEE NOTE♦r2) © / a-0 CONNECTIONS MAY VARY E.S/4•LOCKING ANGLE PETER �` A i STOP;FEMALE IPi IIAET AND LD1 PIN �I (SEE NOTE�7) i'(ttPi Sari egg NUT OUTLET • / O f PIASM RECTANGULAR YETEP FIRE HYDRANT TO 60'MA/.LENGTH OF BOr(SEE TABLE BELOW) 5�' / G PPE CASING WHERE APPLICABLE. \ \• / / V BE SET PLUMB r FIRE HYCPANT A$SEMBL'Y tAs PEW o-rAlt Wr-D1) R \ \\ / / I 11 H.WATER PETERS.CENTERED IN Oy, `" BOt(SEE TABLE BELOW) / 7_; I WATER MEEK COUPLING.MALE ..y CONNECTION 0 TPT X SWIVEL COPPNNG NVT \ .1 I-\+ // 1 • LEINGTH OF Prof iO aE �A ,,, 1�`_ %/ (SEE NOTE fj 0 CONCRETE AROUND +4 • DETERMWEO Bx CONRHACTOR © \ 1` /,(( VALVE CAN LIO • EXTEND PPE TO 4'-6.OUTSIDE ��s..�4r /I i (SEE VALVE BOx J. BROtUE GAR VALVE.NON-,..ING j130y' 0 41 Al tI ASSEMBLY DETAIL SrtM(3/A DR RS FEMALE Lv,r. E0. \-� CONCRETE CURB I E'MIN DRAWING rq.Wi-06) (VROv[Rtt OM IEnS CUT-Or: Vr� ,A'S I O I 4•MA� t OUTSIDE METER BOX IN SEPARATE © O j VALVE CAN 1miH LID AS PER Cr, WEARING SURFACE 2 MIN r 6"MAX DF rum ROCK 57AwAFDS), Q• K 3/A•OR t•ROC PELTING COY © IYVy^'AGi'Kxx 1 �nya».rsSiKsw^. OF AOUNO POCk PLUMBING CODE p II RECU�REMENiS. I Df* /: NOTFS CITY OF ROUND ROCK 1 SERVICE PIPE SHALL eE DOPPEW TUBE SIZE IT YAY BE ISO PSI AFNN[RLED SEAMLESS ttPE.K' I v A 6"MJ• �.�STANDARD VALVE BOX COPPER TUBING OF 20U PSI BLACK COLORED POLYETHYLENE ANVING A AEROSON RAHU DR B MBLY(SEE (ORB). CONCRETE BLOCKING WITH A ELATES VALVE I SEpEARATE DETAIL) 2 ALL CONNECTIONS. STEEL INSERTS THAT COME WITH COMPRESSION FITTINGS SHALL NOT BE USED CV MIN 1 ti 50 Fi BERRMG F—� (SEE NOTE/27 ANY CONNECiKN+S. AREA CLAS'A CONCRETE I F I •• 3. SERVICE SADDLES SHALL BE WRAPPED COMPLETELY WITH 8 MIL.POLYETHYLENE FILM + + tGP aF BfiXES SHN..L BE I"AyOv[FINISHED GRADE DO NOT BLOCK DRAIN HOLES 5 PIPtND AI:O TUBING SI.V.L IBE INSTALLED IN ACCORDANCE WITH SECTION 5103 OF THE STANDARD _ 6"DIKTILE SPECIFICATIONS. SPEEML ATTEITgN IS CALLED TO'PIPE BEDDING ENVELOPE"AND"BACKFILLING". IRON PIPE E SECTIONS 5103(IA)AND 510.3(251.RESPECTIVELY o 6 AxIS OF METER ASSEMBLY(LINE THROUGH METER STOP.METER PIPRIG AND OWNERS CUTOFF) I I SHALL BE lU'BELOW TOP OF BOX n •�q•X 12"A 12"CONCRETE I••'� T SLOTS PFOwOED IN METER BOX i0 ACCOM004TE PPP.INTO AND OUT OF BOX,SHALL NOT BE •'IA `"\\, • MODk'IED • BLOCK CLASS•A CONCRETE =}' Of��, As B BRANCH CONNECTION ANC BOTH ANGLE METER STOPS MUST BE INSTALLED PRIOR TO FIRST • p•"."„'.•••'Iq t+ METER INSTALLATION EVEN THOUGH THE sulal'PROPERAl MAY FHO7 BE READx FOR SERVICE. • MAIN LINE SIZE 6"TEE �t ♦'t w��D. LOCATwII OF N£7ER BOxES SwI.L BE SUBJECT TD THE APPRPML OF THE C.O RE (SEE NOTE/2) A v? * •OII.{a.H PART NUMBER SERIES SIZE HEIGHT WIDTH LENGTH j NDAH s.saaFFER arYn_ec-to-BOm• 6ec URGE lR-I/A• TOP.21-I/A• REP-u' THRUST AVEIY.i AND REQUIRED FOR.IatYSaC-to-stlsw Sa[ URGE tA_I/A' BASE 1'_Ixa' BASE•ta. CRUSHED STONE OR GRAVEL SHALL PIPE SIZE SOIL REQUIRED COMMON ,�•g•,, 107722 j Onoac-saw-LKP Mc LAKE 2" O BE PLACED AROUND THE BOTTOM ��"E`�^CENSEC.•'f`"� OF THE HYDRANT FOR RADIUS OF , F•,•M••w„_QI. •ROTEC By G-W'AASTGS PCORPORAT[O OW APPROVED Wu, AT LEAST 12"AND ExTENDING AT 141 11INAL EH'� / LEAST 12"ABOVE THE OUTLET DO 1�\\\\�� / FIOT BLOCK DRAIN HOLES r " NOTES • I. THREADS ON OUTLET NOZZLES SHALL BE NATIONAL STANDARD THREAD. ,,,._.�/ 2. TEE MAY HAVE FLANGED OUTLET FOR M J.x FLANGED GATE VALVE OR.ANCHOR(SWIVEL)TEE MAY BE USED 'D' PEYIStax BY pATE METER SIZE LENGTH WITH M.J %M J GATE VALVE. 1141 , 5,/B" 7 3/4" 3. A BLUE REFLECTIVE DELINEATOR OF TYPE APPROVED BY THE ENGINEER SHALL BE PLACED 2 TO 3 FEET HALFFR°°� `� nx Tev6 ra:alYn OFFSET FROM THE OF PAVED STREETS OR PAVED ACCESS WAYS,ON THE SIDE OF AND IN LANE I I+m+..ww 0 B O O 31" 9" WITH,ALL NEWLY INSTALLED FIRE HYDRANTS x RECORD SIGNED COPS' 1" il" + R ON F7LE AT FUBWC TiORD5 CITY OF ROUND ROCK DRAWWING ND ONRFIIE AT PUBWCCTTORKS A DRWITIG N0: APPROVED T-Oq APPROVED CITY OF ROUND ROCK _WINwT-G 0201B axaa Deporimenh of Traneportaf loft 02-It-Bl _ DATE DUAL 5 8", 3/4" OR 1" oq-ot-to c1TY of RuuND Ra..TX Dare FIRE HYDRANT ASSEMBLY DETAIL Rq ND ROLE.TM Te66i THE ARCRIncLENGINEER ABSUMEs WATER METERS DETAIL THE ARCBITLCT,ENGINeee ARBOURS 2008 ENTEPPRISE DRIVE • aEBPONBI&ARTY POR lNe MPRDPRIAn +.•,.tip.. IlBB OF TRis aRTALL 11 TD:0 aU®SC O ITB11119 YBroTA1LTN6jrorr rZ RM 620 WATER DETAILS ii ¢T. SEAL E.I V A SHEET 2 OF 6 .wwcJ R).k.rExesl NLx Xz I%,xx6 RM 620 L 2•••.• ND olsr. [NAM .4. a .ttc i T•w...ER Aus ....I..,01 I05 T SURFACE PATCH:H M AC SAW CUT (SEE NOTE MI) —SAW CUT (SEE NOTE/2) / EXISTING BASE Ex15TING ASPHALT allit,111%, MATERIAL A I PRIME 1� J COAT ' ww ,ll I m BACKFILL SHALL BE CEMENT STA tEsO FLEXIBLE BASE, I 9 COMPACTED FLEXIBLE BASE CONTROLLED LOW STRENGTH yyyX��. I , `—MATERIAL 0 95%MATCHING MATERIAL BACKFILL OR ;y .,, \ EXISTING BASE MATERIAL 1 C-7 LID IS-- - CLASS 3 CONCRETE �. Si (STD 5115-12) 7 3/4" r _ ` 3000 PSI COLIC. ,ter j,.+� (SEE NOTE#2) ° '""VS'.�L ��- C-6 PALING RING /' _ (STD sns-w) - , / • PIPE BEDDING STONE SHALL • .411� BE TEXAS CRUSHED STONE /�.,�._--H— :+,F 3/6`F GP I/2"D ROCK 4 D-EARS 3" 1 Tom' I = � ®MiD-DEPTH 5 atTy ..�.+� 1T r. CENTER PIPE M TRENCH 6"STAr1DAPD (�� ^I. DUCTILE IRON PIPE (INSTALLER SUPPLIED/ �H V� " b L-5 BOOT PIPE O.D.412"MIN (S70 5115-75) 'itI PIPE D.O +24"MAX `�L.UF\"..� 1. w _ NOTES. NOeH 5.SNAPPER %/ 10T122 •j . T 1/2" —_I 3/4" 1 H.MA.0 THICKNESS SHALL MATCH EXISTING ASPHALT THICKNESS AND NO LESS THAN 2` /1'•! O 44:� 2. THE CONTRACTOR SHALL SAW CUT,REMOVE AND REPLACE EXISTING PAVEMENT AND FLEXIBLE BASE A MINIMUM //Olr� �rN B 1/2" OF 6"BEYOND EITHER THE EDGE OF THE WATERLINE TRENCH OR THE POINT WHERE EXISNG PAVEMENT IS /�Ij`�\":� 20" UN ORM DUE 70 TRENCHING OPERATIONS,WHICHEVER IS GREATER. FINISHED PATCH SHALL BE NEAT AND 3. INSTALLATION OF BACKFILL,SAW CUTTING AND REMOVAL OF EXISTING PAVEMENT,AND SURFACE PATCH SHALL NDT BE PAID FOP SEPARATELY. CD5T5 F.THESE ITEMS SHALL BE INCLUDED IN UNT PRICE BID FOR PIPE. i WATERLINE 4. THE CONTRACTOR SHALL PROVIDE STEEL PLATES TO SPAN TILE TRENCH AS NECESSARY OR TO ALLOW BACKFILL NOtFS• TO CURE. SUCH PLATES SHALL BE SUITABLE FOR VEHICLE PASSAGE OVER THE TRENCH AND SHALL BE ^EY15101 BY P.*E SATISFACTORILY ANCHORED IN PLACE. COSTS FOR THK_ITEM SHALL BE INCLUDED UNIT PRICE Bp FOR la;i 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 HALFFn�n�.xw�,g�,n CRITERIA MANUAL. LOCAL REGULATIONS, ute.:l+xw» 3 2. DELETE CONCRETE 6 REBAR WHEN VALVE IS WITHIN PAVED STREET. rui �R RECORD SIGNED COPY CITY OF ROUND ROCK WT—D6 CITY OF ROUND ROCK_ WT-D, A ON FILE AT PUBLIC NORK. DRAWING NO' RECORD SIGNED COPY DRAWING N0: ON£ILE AT PDBWC RORXB Taxaa Oapartnt+nf of TranaPortaffon APPROVED 02019 04-01-10 ---- APPROVED 04-01-10 WATERLINE BEDDING AND DATE clrr of now0 ROC,ix THE ARENITEITDATENEER ARiVN6 VALVE BOX ASSEMBLY DATE PAVEMENT REPAIR DETAIL Ia*cvrc^,t[::S p BDE nPn ISEiBR6�E RL4fOF THIS TY DETAIL IN APPRRPNIAR S.ARCNITCCT/lIICINRRa ASSURES (EXISTING PAVED SURFACE) Itifialit USE of Txts RlTAIL:Nor SO scAlEtCSC RESPONSIBILITY of IT�u�MAIL MAAPro SCALE) RM 620 i WATER DETAILS SI A R SCALE:NIA SuEET 3 D06 p ..,..•ER Pft Sun I"sc...I9 MACY W. M I r. Cm. a ...,GJ :ITEXAS OAR XX IXXINx R14 620 ND AISi. [N I�..0.IT16, .2' OOH...EP AVE WILLIUMSON 0683 Ot 56 L NON-PAVED SURFACE: ..111-01. PROPOSED PAVED SURFACE. AD PEGEE TATE"O TOP"' SUB GRADE PREP.FLREOXCIBLE B APUEV 1NEHMARATEERPPVEURE5, PROVIDE COMPACTED B L IN FREE O SITU TRENCH MATERIAL FREE OF.ROCK 0.N0 CLODS GREATER THAN A".COMPACTED IN 6" LIFTS.TO 85% (SEE SPEC.HEM 510) , TOP OF 80x UD TO BE FLUSH WITH FINISHED SURFACE Y\Q CITY OF ROUND ROCK STANDARD x \x'$ z VALVE BOX RING(C-6)@ LID(CT) a ',a'^ ‘1 PROVIDE COMPACTED BACKEILL R W o IN SITU TRENCH MATERIAL > \ FPEE OF ROCK AND C1005 6"DUCTILE IRON PIPE •• GREATER IRAN 4.COMPACTED CENTERED ON OPERATING HUT ,_ m J\ STEM ExTENSION AS REWIRED j \fib; IN 6"LIFTS,TO 85% FASTEN TO OPERATING NUT COMPACT BACKFILL AROUND o;; >� �/S (SEE SPEC ITEM 510) III VALVE BOx.REFERENCE SECTIOI j\d \. CITY OF ROUND ROCK 510.3(25)OF STANDARD SPECIFICATIONS STANDARD VALVE CASING(C-5) iKllFL; O �� G� UNDISTURBED EARTH 11111 _ _ x/I 1 VERTICAL VALVE WRAPFED WITH 4 a�Y� '* STANDARD BEDDING MATERIAL J B-MIL.POLYETHYLENE FlUA ^1.., .L�! PIPE BEDDING STONE SHALL �'�r- BE TEXAS CRUSHED STONE ri T/ I � 1 3/B"F OR 1/2"D ROCK. `u ',a,�� 12'MIN ^'.��? + CENTER PIPE �p \�\\\��, • -,ram\ I ��,.C4 IN TRENCH _,�'• 'S`.1.r'..q..^w.....L..Id �� .-►- �!�� INN CONCRETE CRADLE(MIN 2000 LB) i,`.t !/1 •.`I,I 4jN(�.H z f:S`i, J i� USE ON ALL SIZE 12"VALVES AND LARGER O NOAH 5.SHAFFER fil I. i I,�:ti� gg,, (: O Ate PIPE 0.0.+t2'MITI �t�FSS..,'EI•fifNh_ '; PIPE O D +24°MAX t�\\�� i NI•I PEVISIDN IT DAL( HALFFN.aP:ANa.z I ALL TREIJCHII• AND TRENCH SAFETY SHALL COMPLY WITH APPLICABLE FEDERAL.STATE AND LOCAL REGULATIONS. �� Isr.)';ul%7. S ONRflLE ATBP BI.ICCIFORTCS CITY OF ROUND ROCK DRAWING NO'. ONE£ILDB ATBPUBEL CCIOTORITB DRAWITIG NO: �,D Taxaa Oepartmanf Df TPOKMPKP000 BA7 APPROVED W�-D8 CITY OF ROUND ROCK ,� „ APPROVED WATERLINE BEDDING AND JSot-Io as-aL-Io GATE SURFACE REPAIR DETAIL DATE VERTICAL VALVE ""°` "°"•Lx wtt.N•15,PIM1pEHPRPR1x`iBu60` g THE ARCHITLCT/LNCIN6ER ASSUMES TNL A6CHITECTLNCINiia ASSUYi6 INSTALLATION DETAIL RE9PDN91&LLTY POfl TNR APPRDPRIATR (NON-PAVED & PROPOSED PAVED SURFACE) faM1311 RLRPOMDIDIMTX FDR THR APPRDPRIAT6 Irgiirallit Dei OF TNIL DlTAtL IHOT TD 6CAItl `L'RC DP lYla DLTAIL(NOT Ta SCALE) RM 620 3 WATER DETAILS SCALE N/A q� SHEET 4 Oµ 6 111 'p.aER➢t^R s1A1 NOM.A1A..AACCI.No. ,N + ,„a. GJ TEXAS XXX xX IxXIeeeXX HU 6620 3 NO Rlsr. mom Ic.ib,kIK,...fff l4. 'r L cr......EP ANS WILLIAMSON 06851 01 j056 FILL SPACE BETWEEN r,�r••' - .. i,-rr ExCAVATED BORE - _ _ _ STEEL ENCASEMENT PIPE AND ENGSEMEtJT ��i r. '1,',.,. WITH CEMENT f +, I,• CONCRETE COLLAR GROUT�'��' , THICYNESS AS SPECIFIED VALVE OX EACAVATED BORE %v ..>-' '"�f B•, PLODS(MIN 1/4'") AND COVER .1CARj P.tER PIPE.90'TlX :. MAXIMUM 1 �' ULTRA HIGH MOLECULAR #4 REBAR(IY)DE r, • WEIGHT POLYMER I --4��'- RUNNEPS(2"MINIMUM -1Tt far HEIGHT) GUAGE THICKNESS) 14!_ �iN' PLAN VIEW $ 4"!_i.;gi.yi:(<F. SEE DETAIL Wi-06 1 $ PIPE SIZE-CARRIER PIPE SIZE-CASING MINIMUM PIPE THICKNESS (DIAMETER) (DIAMETER)(MIIJ.) (INCHES) SET COVER OF VALVE BOX AND COLLAR 1/4'BELOW GRADE IN i 6" 16" 1/4 D 2509 PAVEMENT OR SHOULDER AND ys a' 1a' 1/4 0,2500 4"ABOVE ELSEWHERE(TYP.) 10' 20" 5/16 0.3125 CAST IRON 12"-14" 24" 3/8 0.3750 TOP SOIL- TRAFFIC M0 MP.) 16'•-18' 30" 7/16 D.4375 e� ECT PAVEMENT SION 20" 36" 1/2 0.5000 24" 42' 1/2 0.5000 1 r 1 30" 48" 1/2 0.5000 SMOOTH STEEL ENCASEMENT PE SEAL ENDS WITH CASCADE 7 I (MAIMUM 35,000 P.S I YIELD PI WATERWORKS MANUFACTURING ` j'�\ COMPANY,MODEL CCES END STRENGTH) v;SEALS,OR APPROVED EQUAL ! CAST IRON VALVE BOX (EACH END) // SIEM EKTENSION (TYR•) AS REWIRED,FASTEN TO OPERATE NUT `\\\\\� 1'-6"50UARE 3000 PS.I. 6-I.D. CASE IRON EXIENSIONO" EXISIIN4 MVN -:'S '�('t 1 q�1+ I! CONCRETE COLLAR OR VALVE NUf ;4"MW. ) �S••' �•.�� CARRIER PIPE CONCRETE SIDEWALK f I /' // 41P+a.H 'TT-T -71 % .N04H 6.SNAPPER --- +----- // t0TT22 7,14\ SPACING AS PER MANUFACTURER'S 4,pilr y'; ' _ �r �::y;J ' ENS'Z ' ASPACER SHALL BE 18' FIFST SPACER SHALL AFP �['cJ u O`th` Y �'� ��)s'70NNA1 two FROM EACH AL B RECOMMENDATION,MINIMUM 6'OR ROVED PIPE y :yd.-` ...>f��, � �, `` ENCASEMENT PIPE 10'(MINIMUM 3 SPACERS PER -BE 18"FROM END BEDDING L4TERW_" Y?.JPJ,('o;,�[.;',.•." Gc[ntiiC�`�, PIPE COUPON,MIN.LENCRI A\\\\\ t JOINT) OF JOINT 2x VALVE JOINT INTERSECTION i CONCRETE BLOCK UNDER "•VALVE(TYPE AS SHOWN), NJ SCUD SLEEVE LONG BODY, BUOY OF B VALVES: WRAP VALVE WITH 40 MIL CERBFEO ROUND RESTRAIN N M NOTES B'X 8"X 6'MINIMUM FOR POLYEIT ENE FILM AS REQUIRED,MINIMUM 6" w. f.ISI. BY 0•7 VALUES 10'AND SMALLER. BETWEEN ENCLOSED PIPE - FBrtE i lu. 1. CASING SPACER CONFIGVRATION AND SPACING SHALL 9E AS SHOWN ON MAIlUFACTURER'S DFAWINGS FOR 12'X 12'X 6"MINIMUM FOR ENDS. • HALFF[ SPECIFIC WORK,THESE MUST BE ACCEPTABLE TO THE CITY OF ROUND ROCK, VALVES 12"AND LARGER MJ SLEEVE NOT ALLOWED E N^'ul,rr"',,gg'2 4 2 CASING SPACER SHALL BE AS MANUFACTURED BY CASCADE WATERWORKS mANUFACTURRO COLIPANY,MODEL COS, OR PRE-MIX CONCRETE SACKS ON NEW WATER MANS. '�v T OR APPROVED EQUAL, CAN BE USED#,AS REQUIRED '°""""""' i RECORD SIGNED COPY DRAWING ND RECORD 9GIRD COPY ON FILE AT PIIBWC 1/0R!(S CITY OF ROUND ROCK GN"11'B APPROVED CITY OF ROUND ROCK DRAWINGZNO: �19 TBN0r Orpar{menr of F Onapor+arlan" APPROVED WT-16 04-01-10 03-01-8 1 e9 DATE DATE elr'I 0o RouHo ROce,r. F nix mouteR✓ENC[NXER A6BVX6 PIPE ENCASEMENT DETAIL ,,,.AK[ymq, Lam,A, R GATE VALVE DETAIL �,�„t,,,,,,2OOB ENTERPBI SE OFIYE R[BPON9[B[ItTY Np TK6 APPf:BPRlAII K[BYa.YBB19.RY DA TN[AK4knWt4T1 ,,,,•��[4y .�...,R1...�."....RaM'11t ROCK.iX)Bfi6J U9X Or TRIS NETML Iwr TD BCAIlI IrMialkiitlRr OP 1'R[R BRAN.fN01'M bC1i11 RM 620 WATER DETAILS SCALE:NSA SHEET m..e.w •B� 5 OF 6 w. RY)a• TtE1xAAESI fMx4 xIxB W.x4 :76620 13 a O sUS5. wLWLIM1[50t It.T 0rl 5 u4 L • /./—i pO WATER & WASTEWATER GENERAL NOTES I WATER AND WASTEWATER MATERIALS AND CONSTRUCTION METHODS SHALL::: FRM TO THE CITY OF ROUND ROCK'S STANDARD SPECIFICATIOSN AND DETAILS.UTILMES SHALL PY TH TXDOT UAP. AIJD APPLICABLE TCEO REGULATIONS 2 PIPE REMOVAL AND ABANDONMENT,AS SHOWN ON PLANS,WILL NOT BE PFRLANS TT INCLUDED IN PATWgEp BY W.'EP � R gsrw_r BID ITEMS.SUCH WORK SHALL BE CONSIDERED SUBSIDIARY TO THE APROPRIATE PAY ITEM. - `` 't 4 4 CONTRACTOR SHALL NOTIFY CITE OF ROUND ROCK IN WRITING SEVEN(7)DAIS PRIOR TO AMY WATER GROUEJD UK 'liF,--. 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.SrSTEM ISGLATIONS MAY ONLY OCCUR BETWEEN _ THE HOURS OF 11PM TO 7..MTERRUPTIONS OF SERVICE OUTSIDE THESE HOURS MUST BE APPROVED BY THE CITY OF ROUND ROCK AND WILL PEOUIRE THE PROVISION OF TEMPORARY SERVICE TO THE A' _I I I_I I I I I I IIII((_1' RESTAURANTS IN THE AREA.THE CONTRACTOR MAY NOT OPERATE ANY WATER VALVES OR OTHER IIII APPURTENANCES WITHOUT SUPERVISION OR APPROVAL. iwr-oe x"rLusN R Inrm.,wr 1ssEueEr CPUSNEp Unp6rUPBEp WIN H 2"SCN ea OP Cl MG 41 II�= :U ,41L.,c•/, / `CONc rNOUSE BLOCK U4 Y W ROT p1L„F„tiiplf . iP i * f1 vlre+a.li Roma 5.SNAFFER a %,Q, 10T722��ff% ff P4`,'CEIJSi°0.� IYJTF� ff'`44";L`_- 1 I FLUSH HYDRANTS SHALL BE MAINGUARD NO 77 AS MANUFACTURED BY KUPFERLE FOUNDP.i CO..ST LWIS,MO,OR APPROVED EQUAL. 2 HYDRANT SHALL BE NON-FREEZING,SELF DRAINNIG TYPE WITH 30"MIN CovER IN UNPAVED AREAS i AND 18"MIN BELOW SUBGRADE IN PAVED AREAS. PEv1A1pN Dr PATE 3 3 HYDRANTS SHALL BE FURNISHED WITH A 2"MJ INLET,A NON-TURNING OPERATING ROD,AND SHALL PE In"n OPEN TO THE LEFT. HALFFE�P�iPyDnr,l,g 4 THE OUTLET SHALL BE 2-1/2" F RONZE BRONZE. Fil iN'nAl.y1-7 5 ALL WORKING PARTS SHALL BE OF BRONZE-TO-BRONZE DESIGN,AND BE ABLE FROM ABOVE44 GRADE WITH t10 DIGGING.HYDRANTS SHALL BE LOCKABLE TO PREVENT UNAUTHORIZED USE i°"'""'"'""` Iv RECORD SIGNED COPS' DRAWING NO. ON FILE AT PUBWC MORKS CITY OF ROUND ROCK ®2R1B APPROVED WT-24 Texoa Deportment of Troneportot la 04-01-10 DEAD END LINE BLOW—OFF VALVE j 2008 ENIERPRI SE OPIVE DATF. CI0Y oo POUND PDEK,IM —tNt ARCRfR[}7EPcmEeT11®IIM� DETAIL "fralaill* -,,-,,,,::n..PpuVD POCK,Tx 78.4 RESPePA Burn NR THE APPRBPBiITe yC on or THIS DETAIL UNIT TP MU) RM 620 8 WATER DETAILS I.' r. SCALE:N,A SHEET 6 CF 6 wNprwEP to,k STATE IEOEREE LIO PROJECT M. OVA. Pa GJ x TExASI xxx xx DEXIXN RM 620 EP r"" 'lUSr. MILLIWwEIN I076710 1056 i L _ t�T 4W �— -e.H9e._IIIILiZ°LEASEA9ELI E. i.. SCALEIN FEET .. —=-��•�---- __ —_ --___Emig ROW__ .._ -it _�_ o zD 4o BD _...._.— .—.-----�� ABN EXIST.WWMH- -�-- r vERTICAL SCALE IN FEET _ __ STA 2+64.32-8"OW LN-A - 1 I '-------mom.RM 620 STA 465,02.33, 66.41' RT`' 0 5 IUD 20 ....CONNECT PROP. 8"WW IN (NW) __...._.—.---------.- CONNECT PROP. 8"WW OUT (SE) .:..:...__:.._�.._. OH=1.43'44"RT --- STA 4.70.08-8"WV LN-A LEGEND INSTALL) -RM 620 STA 467+08.81, 66.51'RT Ex ISi[NG FEATURE$ 1-4'DIA. PRECAST CONC. WWMH --CONNECT PROP. 8" IN (NW) _ N.10160984.89 CONNECT EXIST. 6" IN (S) O ----Ex OP EITTO R.D.w. E.3126089.34 CONNECT PROP. 8"OUT (SE) --—P-n0 OSED R'oEw. OH-O'50'54"RT U1 --TEMPORARY CONSTRUCTION STA 1+00.00-8"WW LN-A CUT PLUG&ABANDON EXIST. 6" IN) EASEMENT .RM 620 STA 463.33.65, 66.78' RT INSTALL: Q —— PROPOSED UTILITY EASEMENT BEGIN PROP. 8"WW LN-A 1-4' DIA. CAST-IN-PLACE CONC. WWMH H ® PROPOSED SS CONNECT EXIST. 8"WW IN (SW) N. 10160940.51 N CONNECT PROP. 8"WW OUT (SE) 463.OD al.-6.00'OP.8" E.3126290.98 PROPOSED SSW _ ________ _ a65.00 Q ---'---- PROPOSED WL L INSTALL, PLUG&ABANDON EXIST. 8"WW (NE) _ ,,'7-5 1 -.,---PROPOSED FIBER Z EXISTING FIBEN OPTIC 1-4' DIA. CAST-IN-PLACE CONC. WNW STA 4.35.58-8"WW LN-A -_. _ •oo -) E:�[ST UIC OVERHEAD ELECTRIC N.10(6I0)5.36 .RM RAC STA 466+73.64, 66.50' RT -- i _ 3 EXISTING WATER E.3125927.87 CONTRACTOR TO CONFIRM E%. SERVICE EXISTING TELEPHONE I7�, CONNECT TO EX. WW SERVICE 3 _- EXI;T(NG GAS 'iIl-RN INSTALL: ( RM 620 I �:> Ex IST[NG CABLE SERVICE WYE TEE (8"06") Z I' 9 CONCRETE CUT 6 REPAIR k IN ISET-OWTOCLMEETUTCEO CRITERIA W/WL = ®CONCRETE PAVERS 6 LF 6'PVC y, (J V///J/i ASPHALT CVT 6 RERAN? y N-10160948.06 UL1l� Tom- _ E_ Q ENCASEMENTEEEJT 3126256 64 PROPOSED —_. _.—_ -- - ._ _ N -- $EAENi .. - ...e..... :� PROPOSED ENrA --- — Br oPEI+cut B - �1l O - _ serisa®pf NOTES: ---'-- -- --- �. _ - (�) N 1 .'w '',T RACiOP TO IDENTIFY AIID LOCATE EXIST)NJ y; 1 - ' ��_ _ -- '>� � tli fLlTlES PRIOR TO CONSiR;,CT10N.ALL SERVICE$ 1 •AOW _ _ T- 4.'...'" ASHeLA aJ RECDON'lECTED. —IhL, r —•-++.s...,r PA55 UBE(NG FOR wW -- --'— — -- INSTALLATION WILL NOT BE PAID MR SEPARATELY BLS--Y 5 7• '. ��'' _,-; BUT SHOULD BE CONSIDERED SUBSIDIARY TO L' - °"•"° . -- INSTALLATION DF%W P[RE. CUT&REPAIR ABN. EXIST. WWMH--n-- '_ --- 3.CO/nVON TO VERIFY UTILITY CONSTRUCTION 16.0 SY CONCRETE TEMP. CONSTRUCTION CUT&REPAIR PHASir:G PF IGR TO INSTALLATIOtI DF WW LINE$TO 7.3 SY CONCRETE AVOID POTENTIAL.CONFLICT WITH F.XISi,Ui It li]E5. 4.ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT 4 TEMPT-CA 5 SHALL BE BOLTED PER STANDAPO DETAIL.WW-OT. • E.ALL PIPE SLOPES AND MANHOLE FLOWLINES ARE INSTALL 400 LF 8" DIA. ASTM D 3034, SDR 26 PVC PIPE EASEMENT CALCULATED i0 MANHOLE CENTERLINE. 6.PHENE P.EOUIRED FOP TCEO COA?LIAIIE.ASTM 2241 INSTALL 3 4' DIA. WWMHS I PVC PIPE WILL BE PAIU Ar I, PRICE FOR WW L[1:[ 4F SeME D[eMFtEP IN 910 LING ITEMS. 760 =r,c ) rhl+ 760 �n tlil, ice;• Y`lY I.. 4101,, "'-- EXIST.ID: 04H 5.$RAPPER __ O �, 1Cii2: i 750 -_i-— Ln 1� rni,Ai H 750 -3.Os; — _ w9E VARIABLE _—,- Q o w. P —C _ PEVISIOM eY PArt 740 3 :.: HALFF 8' WW LN-A 1 3 740 II A V z J 2 2 ®2018 Taxaa DWporimenf of Tianaporrat)ort i 4 OO rr 'd i * Q CIT'r OF ROUND POC, g ?ti Ago `2 iNB ENtEPPPISE DPSYEx K 730 1 5. N 1. e ,.......:..........::'.PDuw Po.r.T.Te6Pa C o 3 }' ' ASS' 730 RM 620 w+ailea: r m 1' PROP. 8" WASTEWATER m 8��.,. itlil � aM7,e m LINE A �N1Vx `l�s�uw¢ s au"ii�4a"a� a SCALE:H:i,S4Ao 1,00.TOO STA S+OOFEr 1 OF 1O W vli:'' e e <.n a o,.q S.. s.rL xPu uP "r...r ?u4 LL #" m m ��r��'J m <cRP Ezes rAxxX Xz txxlrxw RM e2G 1+00 2+00 3+00 4+00 5+00 No PM._ Ta„r. I`:.a,R,Ie,�d X '° <,....n.EP AUS WILLIAMSON 0683 01 56 L F4,. ` SCALE 1N FEET 0 20 90 BO VEPTICAL SCALE IN FEET STA 5+85.64-8"WW LN-A 1 RM 620 STA 468+23.65 67.50' RT 0 io 20 CONNECT PROP. 8"WW IN(NW) ABN. EXIST. WWMH CONNECT PROP. 8"WW OUT (SE) // AH-1•00'00"RT --- LEGEND INSTALL: 1-4' DIA. PRECAST CONC. WWIMH STA Bt53.50^8"WW LN-A 0 N-10160914.90 .RM 620 STA 470.91.41 74.49'RTEx ISri NG FEATURES O E.3126402.94 CONNECT PROP. 8"WW IN (NW) ----EXISTING P.O.W. + CONNECT EXIST. 6"WW IN (SW) '—-—PROPERTY LINE :J') STA 5•96.06-8"WW LN-A 'CONNECT PROP. 8"WW OUT (SE) 3: --TEMPORARY PROPOSEDMRA P.O.S. -RM 620 STA 468.34.07, 67.77' RT 4"OH'2.18'46"LT D EASEMENT CONSTRUCTION (j C CONNECT EXIST. 4"WW SERVICE IN(S) CUT, PLUG I ABANDON EXIST. 6"WW(NE) -� —— PROPOSED UTILITY EASEMENT CUT PLUG&ABANDON EXIST. 4"WW (N)/' INSTALL: C-J PROPOSER SS INSTALL: 1-4' DIA. PRECAST CONC. DROP WWMH ® PROPOSED 55MH 1-WW SERVICE WYE TEE (8"x6") N.10160850.65 z 1-WW CLEANOUT (6") E.3126662.98 Z --_ PROPOSED wL. 8 LF 6"PVC M PROPOSED DRAINAGE J N'10160914.90 •DO r�4TI.0 EXISTING FIBE OVERHEAD OPTELECiR IC 46B•Co 7• 6.52 5T•_E E-3126402.94 _ EXISTING WATER W j EX 1ST ING TELEPHONE z E'YIST DIG GAS U //X I /• ��\\, ? EXISTING CABLE Y J D I',:-. i CONCRETE CUT 6 REPAIR MG I ARM 6 2 O\\ On ®CONCRETE PAVERS I- ABN. EXIST. WWMH /� AI -'{ V/I///I ASPHALT CUT 6 REPAIR _ CUT&REPAIR / CUT&REPAIR 00 111GIPROPOSEDENCASEMENT s 9.9 SY ASPHALT /I 28.9 SY ASPHALTLO __l r SENENi i _ _ :__ PPOPOSED ENCA Fi _ —_ - �l _J%/ • 1. 0 NOTES: r J BY OPEN CUT " `� Iry `" _ L C IT d R T D i 4:O ATE E0( IN' p -_ ! 0 0!R CTO 0 I EN ! LOC Sr �. _- " " fjJ'�� -TJ� 1 \�J __ ___ 1�Ji IL I71E5 PRIOR T l5'RUCTI011,dLL SERYIC[5 �� _-_ - �� eW0- i!� 9• SHALL BE RED BIPCTEO. - --- ,PROP. 8' WW LN A Z.41J1 REQUIRED B,PASS PUMPING FOR wW - ,r-(PROP. RO UTi SHOULD WILL INOTDE BED SUBS DIA SEPAPdTEIY ti )` '' --�--- --- T SHOULD BE CONSIDERED '' Z®'�- I'-'--""'Y- �' ;;1 INSTALLATION OF WW PIPE, U.I APY TO <-- �� __,,,____---- --- - S.CONTPACTOR TO VER IFv UTILITY CONSTRUCTION -PROS OTILTTY bdSEMENT ,.. m PHASN:G PRIOR TO INSTALLATION OF WW LIMES TO ss r - AVOID R.047,AL CONFLICT WITH EXIST,UTILITIES. _ A9P. CONSTRUCT IC 9.ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENt'rASEMENI - SHALBE BOLTED PEP STANDARD DETAIL WW-07, INSTALL 400 LF 8" DIA. ASTM D 3034, SDR 26 PVC PIPE SHALL PIPE SLOPES AND MANHOLE FLOWLINES ARE 1-4' DIA. WW MANHOLE CALCULPTEa TO MFOP LE CEIITERLINE- 6 PVCRPIPraw(LLDBEOPAIDE ATC+Iµ(TI PRICE TORMWNZL OE i-4' DIA. WW DROP MANHOLE OF 541,,E DIA4PTEP IN 810 LINE ITEMS. Y Z 750 = A 750 "c"F ,11 .. • �'�I " mow ��! +,s�10 rw > a i a v: • EXIST.GROUND NOAH 5.SMAFFER e - M1at 2' X O �/ 107/22 T' if J Q -___-._ .__._.-_,_--\ _ vi4 Cn +�Ilf r'/ONAL r'�` g 740 a < - ��,,,,%,� N -1.9Y, w - 740 N Qti -I.3X REVISION er PATE z a ga 730 3 8" WW LN A 3z 3 730 HAL FF F ill Z � Z 4 J c Z UJ �79 Te0D*Depariment of TfaneportatIor CIiY OF PpUPp PDCX,TX 200P ENTEPPPISE OPIVE 720 A 'y $ ^w1- .:.-...5 ,;::`Ei,,PaX,TX A:sa e-3 I; .e.7Z8 720 RM 620 N��U3 m Lm PROP. 8" WASTEWATER u.DD+ 3 <aLLD 0+ P LINE A +..., �� vrxJ"?w �AA�x=�°6 3 STA 5•00 TO STA 9.00 Jo cl6... •m SCALE:H11"•40 V:1"•10 H¢i n N� j mryvz�,�'"•F SHF.E:Z�w,a " ✓M-.alb-3�4 LL V+!-.� �. a "i'-_ieee. e. w•:pw�=jy)v: :TE%ASI rL%X X%9(xYl'X a4 RM 620 A .,, 5+00 6+00 7+00 8+00 9+00 .,a uo 15*0 , PP<AD9' 9' '9TL L .re.EP A-IJ�wILL1AH:C}!IOGB3I 011�056 TEMP. CONSTRUCTION' II SCALE IN FEET / / E[ASEMENT } \ Y __ ._ I) 0 20 40 BIl 1 1 ` I --" 0 5 SCALE IN FEET 20 1 —CAL"CAL II I 0 _ — L 'ExrsT Row' LEGEND + - --PROPOSEDISTING REOTWRES --• --- - —PROPERTY LINE ------ --Cn —TEIA OSDY RCONSTRUCTION a f- EASEMENT fn ��+- '.�- —— PROPOSED UTILITI EASEMENT ® PROPOSED SS Al -- PROPOSED SSM.H Z v ._........__.._.PROPOSED WL J_ ,Y E7 -----PROPOSED DRAINAGE I S EXISTING FIBER OPTIC 3— 'i—` r -- Ex ISTING OVERHEAD ELECTRIC y+ 4';•00 Z • Ex ISTING WATER ,ter _ -_ •lt4.00 475.00 m Ex1STING TELEPHONE W /, �- $$'j gQ —_—_ _— F ..: EXISTING GAS 'i // S�MN iT5NNA9479+9WYI4�Flw(NlYj 9' RT -;> Ex ISTING CABLE x C=J N T Exp�pSfi. 6° ww IN Lsw) ARM 620� 1 CONCRETE CUT 4 REPAIR .;� ONNT PLOP. 12"Ww QUT (SE) ABM. EXIST. WWMH r ®CONCRETE PAVERS :/ 10 3"`T z V////A ASPHALT CUT 6 REPAIR (/7_27,1 PROPOSED ENCASEMENT--- ➢' Q BY BORE S A U &A B ANDONO6NCWWWWMW/DROP SERVICE® N 7__ PRO CAse"NT --Ni32p5P AST P CUT&REPAIfl D �"- -' B.3 SY ASPHALT I.CONOTENTRACTOR TO IDENTIFY AND LOCATE EXISTING ,. i (%J UTILITIES PRIOR TO CONSTRUCTION.ALL SERVICES PROP. 8 WW LN A• ° r /'- = 2 WA INSTALLATION T5H0UL 00B Y REQUIREDeALL BE J,JOti55CERED I5U95 NG D�APYSEPARATELY _ .,„_.. 7._- - _._•�,_,--�--�..."G _-�� :lR(]W- ].CONTRINSTAACTOROTOOVERIFYYF WA I UTILITr CONSTRUCTION Pfl R UTILITY BASEMENT ""`" °" CO PHAS Itk;PP IOR TO INSinLLAT[Otl OF Ww L11lES TO ` — N - 0.V0(D POTENTIAL CONFLICT WITH F.X[Si,Ui IL Ii1E5. T ''/ - — 4,ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT SHALL OE BOLTED PER STANDARD DETAIL.SW-07, INSTALL 256 LF 8" DIA. ASTM D 3034, SDR 26 PVC PIPE ----- —r- S.ALL PIPE SLOPES AND MANHOLE FLOWLINES ARE 144 LF 12" DIA. ASTM D 3034 SDR 26 PVC PIPE T �-1p'T cALcvLATEO To MAr:HGLE CEIIIERLItIE. A 6.WHEPE P.EOUIRED FOP TCEO COMPLIANCE.ASTM 2241 1-5' DIA. WW MANHOLE W/DROP SERVICE EASEMENT PVC E wuL OE PAID AT LRJ1T PP.(CE FOR ww INE BF AM-t AN TFP N:1 NF T M 750 of \I p v J 750 �y �r�l 0 ti• NOAH 5.SHAFT g, t PROP.GROUND roc ' NM // t• IOii22 •phi r �\\ ux ` rt..GROUND +��j,`Tcwai=�i 740 ^ ice— _ 0 740 \\\\� J Z — — • R 1 1 �...., _ - W. REVISIO. BY DATE 3 to : z ' Z 3% S Z 730 HALFF „ x730 ;; _I S 8" WW LN-A _ -. -1.oz U F 1 2' WW LN-A 3 ®2019 T....Deportment of Trpn.portptlon a M m.® W Z Cl tl'OF POUND ROCS,i% _J 20CB ENTERPRISE CRJVE ' 720 ii� cA 720 ".`,gym',.."'POU D Po x.T%7e:B4 • 0 nw+per PROP. 8"/12°2WASTEWATER • a„�m P. LINE A i + �LL ' o: STA 9+00 TO STA 13+00 7, ^a¢�uwwg - SCALE:H:t"•40 VI I"•IO- / i 0 10 k^ m norm-J _AVER••. r[BERµ Al eea e� . LL LL `e . JJ ,,_ e. ..a GJ •,1 TEXAS xxx xx IxxlTxs RM`620 9+00 10+00 1 1+00 1 2+00 1 3+00 a' "D°"` °°" ...JOG t,' " a.a.n EP Au5 WILLISMSON oGe3 mA56 L_ INSTALL 316 LF 12" DIA. ASTM D 3034, SDR 26 PVC PIPE j 84 LF 12" DIA. ASTM 2241, SDR 26 PVC PIPE sc,LE IN FEET E 76 LF 24" DIA. ASTM A134 STEEL ENCASEMENT PIPE 0 6 LF 6" DIA. ASTM D 3034, SDR 26 PVC PIPE zO ao eo I INSTALL 2-4' DIA. WW MANHOLES VERTICAL SCALE IN FEET -'PROP `^.. STA 13+95.48-12.WW LN-A O 5 10 20 il1TILITY EASEMENT =620 STA 476+25.77 74.43' RT l �� -y CONNECT PROP. 12'WW IN (NW) --- --_ CONNECT PROP. 12"WW OUT (SE7 • - -.. '''-PROfi-ROyy..�, ,I iAN.2.50'46"LT J LEGEND ,,�, INSTALL. - ' �-"'- " 1-4'DIA. PRECAST CONC. WWMN -„ _'• t _. EXISTING FEATURES E IS N.10160755.92 ,�- _ .�� -- ERIST[IIG P.O.W. . —_—PRWER7Y LINE E.3127196.38 38 _ - --- ----PROPOSED R.O.w. INSTALL 76 LF 24" --E�ASe'EAETU CONSTRUCTION 0 STA 14+O2.02-12"WW LN-A STEEL EH O RM 620 STA 476+43.58, 74.08'RT ENCASEMENT PIPE BY BORE PROPOSED ui[Llir EASEMENT + 'CONTRACTOR TO CONFIRM EX. SERVICE FROM STA 16+24Ili�` . O PROPOSED S5 CONNECT TO EX. WW SERVICE TO STA 17 00 .} Mi�INSTALLs i Q ® PROPOSED SSMH ¢ —'STA 16+24.14-12"WW LN-A '+ -PROPOSED wL 1-WW SERVICE WYE TEE (12"X6") - 111• - ---- F' 1-WW CLEANOUT (6"7 '—'RM 620 STA 478+50.24 73.93' RT'-- �i'@: ,.PROPOSED DRA INeGE 6 LF 6"PVC END BORE AND 18"STEEL ,* � EXISTING FIBER OPTIC N.10160755.32 ENCASEMENT PIPE < • Q Ex lSr[NG OVERHEAD ELECTRIC N.10160737.07 i F-- Q E'3127202.69 Ex(STING WATER : -° ---i ---- -- ------ STA / NEx ISTIIIG TELEPHOIV z # �_ 15+81.58-(2"WW LN-A 3 V/////1 ASPHALT Cur 6 REPAIR s ,_,7 -- 'RM 620 STA 478+08.48, 75.00' RT S x 3 �L1/�PROPOSED ENCASEMENT _ --- CONNECT PROP. 12"WW IN (NWT /J� A _W BY BORE U CONNECT PROP. 12"WW OUT (SD — / — Z PROPOSED ENCASEMENT „P F- ABA. OR REMOVE AN.3.13'57 LT � - -- UT OPEI!CUT ¢ EXIST. 'NANO'AS NECESSARY INSTALL: �/ J > 1-4' DIA. PRECAST CONC. WWMH I 0 riw.conir+aCTw+TO IDENTIFr Aim LOCerE Ex ISrt NG N.10160738.63 I _ t- urlLl rtES PRIOR TO CONSTRUCTION,eLL sERvicES E.3127381.68 - -Q SHALL BE RECWlNE[rED. --.:.. EXIST._ROW _ -� rl"REQUIRED PASS PUMPING DR WW ---- �� ' — 2 BNtiSHOUL�BE wCOriOF w IPEREOI SUBSID.,p,ETORATELY �o.e.4 4._ f it _u 1T 3.CONTRACiOROTJ VERIFr Ui IL 17Y CDIISTRUCiII'N .7.A IIAMmlr�� __—__ _ P a IES A ,'.--1.Z PVAf INP PE[OR TO INSTALLAT[Otl CF WW LIIIES TO y_�. RaR' 4.AHLA wW MANHOLE L COVERS I OUTSIDE OF IPAVEMENTIT ��' -� SHALL BOLTED PER STANDARO DETAIL.1-CT. (CITY EASEMEp7 -- S.ALL P[FE SLOPES AND MANHOLE FLOWLINEs ARE !^ �--./.'. — _ � r _. PpOP. RFCP TVrriG_PAS__ __ _—__..—— 6.CALCULATED TO MANHOLE CENTERLINE. ASTM 241 / APPROX. 10'XIO' PVC PIPE DILL 8E PA10 AT CCIT PRICE FOR Ww LICE CF SAME 01AUE TCH IN 910 LING M.S. .; ,F.77.17..r.. .<1,4 m� - — - /EXIST.Gfl0UN0 r j • / NOAN S.SNAPPER o .AP- ¢ L, IOTi22+ _ __ .___, PROP.GROUND ~ /.p., .-'`=� III SSIONAL C"'l &730 730 �� B J N .OY Q -2.7% 3 W 720 3 N lz° WW LN A 2.3' "[1 J : HALFF o.,E W m INS5TALtL 84 LF ASTM 2�Z1, I I Mike NT PIP /BY gORE ,U 720 �01rexan Deportment of irann, SOR 26 PVC II -�'t F- ? STA 14+88 TO STA 15+ Q #. EINSTA L 76 F pE4"STgEE porfoflon U rv'. STA 16+24 TO STA 17+00 Q '"- "'� CITY pE FOUND POCK. y ,-', ~• y 200 ENTERPRISE DRVE* 71 0 w� ti r o Ei 71 0 `.T..RaAn Pal..Tx tease , 7'• s:�i€ A 28 _ RM 620 " ��' u PROP. 12" WASTEWATER 8 8 «—=8 �7., 8 LINE A STA 13+m _ iw�x d" ` " �uaa SCALE: 40 V'001T00 STA 17 00T 4 OF IO LL Vh-.-l='iLLLL LL .-4- e. 4i44 LL 4 TEXAS rlxxx xx 1/xrxi RM 620 13+00 14+00 15+00 16+00 17+00 . N : I�j D of „ IU I.: SR T oH.a,EP MIS NILLIALWI(16B3 On 5 `, 1( 11 1 _ L _--- "'�` — SEAL IN FEET JJ1..----- E 1 .. _ EXI57 RQ_ - 0 20 aI ec y__1___ ----,-,6 ) :.: - —�� VERTICAL E IN FEET - `� V SCALE E -- .-� s io zo -`JSTA 18+48.98-12"ww LN-A r`1 INSTALL 400 LF 12" DIA. ASTM D 3034, SDR 26 PVC PIPE LEGEND =PROP, B"WW LN-C STA 2«73.05 -1 18 t'�-- 134 LF 24" DIA. ASTM Al4 STEEL ENCASEMENT PIPE -RM 620 STA.80+70a81,756,77' RT r� EXISTING FEATURES CONNECT PROP. 12. 1 6 LF 6" DIA. ASTM D 3034, SDR 26 PVC PIPE --EXISTING P.O.W. ii CONNECT PROP. 8"WW IN (N) LI — o / CONNECT EXIST. 8"WW IN (SW) INSTALL 1-5' DIA. WW DROP MANHOLE ? ---PROPERTY LINE O i `CONNECT PROP. 12"WW OUT (E) 'I - -- If 1_5 ----PROPOSED P,O.W- + /% OW-2'45'09"LT Ij. --EAA40MAEIIT CONSTRUCTION tiEND PROP. 8"WW LN-C 1t CUT PLUG&ABANDON 8"WW (NE) • 'v -i ——PROPOSED UTILITY EASEMENT Q INSTALL: n AUWpI-E INVOKE DETAIL PROPOSED S. )- 1-5' DIA. PRE-CAST CONC. DROP WWMH Ii = -- PROPOSED sSMH VI N.10160728.84 �1 PROP. 8" WW LN-C - IRM .BLcM --- -.PROPOSED WL IC Q E.3127648.90 • N SEE SHEET 555 620 n'"•'°'" Z --PROPOSED FIBER I I I/ I .., Boras'''. II EXISTING FIBER AD EL _J ll ?BO-Dr D IJ a 482•00 487.00 N ag ^\ B•sam•« EXISTING OVERHEAD ELECTRIC J I 481.00 _ _JL___-_-__-- -___—y___-F MT,11•P1C ,\` EXISi[NG HATER `1-�- _ - _ _ _ _ _ * FL I"°19•ita.Bo• EXISTING TELEPHONE 3 I$ STA 19+56.15-12"WW LN-A .:-- EXISTING GA5 3 1I I RM 620 STA 481+76,16 75.70' RT z "Mil _- --+ EXISTING CABLE 4 1J p CONTRACTOR TO CONFIRM EX. SERVICE - I'„ I CONCRETE CUT B REPAIR W 1j , RPpNSSESUS5MMppgqyyEX�wwMH. CONNECT TO EX. WW SERVICE y 8•"r'T''9.`y °.F� Z STA IB*34.I4-12"WW LN-A N TEACLL BMEO INSTALL: 4� :,,i. f�CONCRETE PAVERS I SE n anme.eo• -RM 620 STA 480+56.42, 75.16' RT® _� N A MENT 1-WW SERVICE WYE TEE (12"X6") cn L,•°.Bxc I////J/1 ASPHALT CUT 6 REPAIR 2 4BEGIN BORE AND 18"STEEL 1-CLEAN OUT (6")W/RING$COVER '-- ow.wL 0,STA.rlA• 19 LF 6"PVC PIPE D n l-T1°A'' 1!L_1.11 PROPOSED ENCASEMENT ENCASEMENT PIPE ` N.10160730.06 -- N-10(60729.38 ' BY BORE 74 E.3)27634.06 I =^.•+ - E.3127756.05 ry �--�PR:P05ED ENCASEMENT P . _EXIS __ - - 9r OPEN rUi _ T�BMW' o ---- INSTALL 134 LF 24.STEEL - ��— CCU77 y REPA7p O MOTES: '..ENCASEMENT PIPE BY BORE Pi - 1.2 SY CONCRETE CUT&MEpIN O 1,`ONTRACTOP TO IDENTIFY AND LOCATE ExISTING FROM STA 17+00 ,/ I 41.4 Y ASPHAL Ir IL[rIES PRIOR TG CONSrRUCiIDN.ALL SERVICES y 'TO$T4 18+34 i I 11 "•I -_;- _ -_ .. _ _+. SHALL RE RECONNECTED. \l "'- 2.ANY REOUIREO B,PAS5 PUMPING FOR WW `, . n Z - (- -- �..aa„ 5STALLATICN OF D NOi BE PAID FIR$EPAPdTELY �'d''�`•-, - e -�,�_- __ Bt1T SHOULD BE COT1510ERE0 SUB5101ARY i0 \ ' IA.•0a - f `,y _ _ —_ •, wTB `� INSTALLATION F NW PIPE. NSTAL 1 !J _ -A _._- 3.�N aAr a TO VERIFY T Co•+sTRucr10,J_ PROP 1 2�WW N D T DIu u1T, �..f ._t .�.� � -r_ __... _ .H3zjJ PHAS IIJG PA TOP TO ItISTALLAi ION OF Ww LINES TO ' 1y' • Av010 POTENTIAL CGNfl IC7 WI TN ExIST.U7IL IT TES. ^,• m1- .1 PROP. UTI Y EASEMENT — i—.— 4..ALL L MANHOLE COVERS OUTSIDE OF PAVEMENT �.x /� -'- ------— U '- SHALL BE BOLTED PEP STANDARD DETAIL wwOT. 1i T�D // S.dLL PIPE SLOPES AND MANHOLE fLOwL INES APE ,. qqpp EE II7T CUT&RREPAjjRq CALCULATED 10 MANHOLE CENTERLINE. TEI APPROXB�15'X30' 43,9 SY ASPHALT ----�' 6.NHEPE RECUIPED FCR iCEo CC`MPIANCE ASTM 2Z41 PVC PIPE WILL Bc T AT IPIIT PRIG FOP WW LINE OF SAMF DIAMF TER 11J RIO LINE ITEMS, 740 c OF,!e+�� i 740 S*;: +:�� i •NOAH S.SHAFFER r,O O Al Q/ —� ,, ROE,GROUND N ,,/ f•ONAL cO,��,^ •�.1= �.c _ xcsTyou1=D - -._..--_ .. �Ij`I •t � 730 a 730 -zJ Q ( -1 J REVISION BY DATE 3 _ El HALFF' :u; 720 0.4x 720 ■i ,,,,I:.A,.�--/- 12" WW LN A 3 I ....E ' S Z—/ / / /^ / / /... / /- _ ( - - -0.4X W J ----i—_L--L—i—_e_—.L_.L—� r--T C -Z = INSTAL 134 LF 24"$TEFL U IR201B Ter..Department of rrol,dvorrorroR F- ENCAS M'NT PIPE BY BORE Q 5TA I +GO TO STA,18+34 F- o c .i.. INSTALL ASTM 2241 < 17111--ca,T2,;,.. ITT Of o++o ICI,. ' SDR 26 PVC 2 TIDY EHr ROUND E OF.TY "71 .,I WW A STA 20+77 TO 21+00 B/u11 Tra:x,rx TYYYJ c " "-E48 — 710 RM 620 u+�;;tom — PROP. 12' WASTEWATER "LL�a , LINE A _ ..: 2M R) _ �w ; LINE A STA 17«00 TO STA 21.00 7N"•waa Hz - SCALE:Ht •.40"VI I-AID' SHEET 5 OF 10 9 e 4 Ss LL N F_ 4 � —.a,E_Jp4x STATENBA:AID.mr,:r w. „t.. ,.,. 4 .."GJ TEXAS'lAxXx Xx txx)'sx RM 620 + 17+00 1 8+00 1 9+00 20+00 21+00 '.<A, TID m,T. COATELIDO ACE* IIVTA.rET EP A0S WILLIABSON 0683ISr01`I05E 9}1" `'�.-� _'. , A•a0 SCALE IN FEET " . - -STA 24.25.21-12.WW LN-A .._�,®._ . 1 END 8.WWLAA 9485+6.22, 36.56' RT O 20 ao Be PROP. 12" WW LN B SEE SHEET 554' ? RESURFACE EXIST. INVERTS 1. REMOVE EXIST. MH TOP SECTIONS .� vERrICaL SCALE IN FEET INSTALL: STA 21+81.95-12'WW LN-A •dA L 1-4'PRECAST MH LID ON EXIST. BASE 1'1' 5 io 2e =RM 620 STA 484.01.93, 78.77' RT . n CUT, PLUG&ABANDON EXIST. 12.WW(E) _._____-- CONNECT PROP. 12. IN (W) CONNECT PROP. 12"IN (SE) CONNECT EXIST. 6" IN (S) 1 4H•1.39'47"LT CONNECT PROP. 12"OUT (E) 1 11 FILL VOID PER DETAIL H LEGEND OH•2.06'26"RT N.10160777.56 POSTING FEATURES )CUT PLUG&ABANDON EXIST. 6" (NE) ( �� _ E.3128173.62 '^ n --EXISTING P.O.W. INSTALL:1-5. DIA. PRE-CAST CONC. WWMH 1 11 -- ---PROPERTY LINE W/DROP SERVICE ----PROPOSED R.O.W. N.10160732.63 I 1 --TEMPORARY CONSTRUCTION D- E.3127981.84 -- 1 11 EASEMENT 1 _ Pg0?OSED UTILITY CASEMENT PROPOSED SS _ -ABN. EXIST. WWMH I I I PROPOSED 55MH Si 1 IRM 6201 ®-PR020SED WL -(8000 31)T7&SYEASPHAL7 n ea•oD 485.00 -PROPOSED DRAINAGE Ta'02 a'?"F _�- -_ ___--- --- 48T.00 EXISTING FIBER OPTIC - r _ EXISTING OVERHEAD ELECTRIC ABN 0R REMOVE 11 INSTALL 40 LF 24" - _ EXISTING WATER EXIST. WWMH, A?;NECESSARY I1 - EXISTING TELEPHONE 1 STEEL ENCASEMENT PIPE 11 BY OPEN CUT • EXISTING CABLE zi II FROM STA 23.81.50 ? D 9 CONCRETE CUT B REPAIR o - �v; _ TO STA 24+21.50 - I-� ®CONCRETE PAVERS �'• STA 23.41.52-12"WW LN A I 1 {,/////1 ASPHALT CUT B REPAIR V. - _ I 1�A IlL1G1 PROPOSED ENCASEMENT V •RM 620 STA 485+64.00 86.Al' RT ____-„-_- A CONNECT PROP. (2"WW'IN (W) T = T. _ .�- -• --I--- - Y BORE Iv--- _-- ---------- CONNECT PROP. 12.WW OUT (E) 1 1 fl STA 23+77.82-12'WW LN-A 1- -1 PROPOSED unCASEMENT + AH=4.14'3088.LT 11 81 ) :' =RM 620 STA 486+00.57 80 36 RT J 'E O CUT&REPAIR INSTALL: IIg', CONNECT PROP. 12.WW IN (W) -NOTES: 5(.6 SY ASPHALT n A O 1-4' DIA. PRECAST CONC. WWMH I 11 ` CONNECT PROP. 12"WW OUT (N) ,.CCNiRACTDA TD IDENTIFY AND LOCATE EX75if NG N.10160727.77 "'p CONNECT EXIST. B.WW IN (S) Ui1LIr1ES PRIOR TO CONSTRUCTION.ALL SERVICES r �� E.31 28141.70 A 1 1 ' ' AM-92.03'45"LT SHALL BE RECONNECTED. .� ii��' c ie�- - ---�' A\= Y \® INSTALL: 2'055 T050010ero+wttP.iSl(CTE iSOID FOP SEPARATELY • �\PROP. 12" WW LN_Az3ms_ Ll 1-4' DIA. PRECAST CONC. DROP WWMH Bur SHoni BE CONSIDERED suDStD1AR,ro __'-4_. 1 ---- - ,--- - `J ,\ �_ N.31 8177. 70 INSTALLATION OF WW P[PE. ---`^,---- PROP. ROW ` - \ r,E.3)2g)77,23 3.COUVEiOR rOvER)FY uTlLtrr[Cr:STRu[TION L.. __ ^� PHASING PRIOR TO INSTALLATION OF WN LINES TO ' /////j 1 AVOID POTENTIAL.CONFLICT WITH EXIST.UTILITIES. ,r:.// -Pg'�'"�LL'LY-EQccMF ram_�! N 1 INSTALL 25 LF 24 EL --•��- 4.ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT -'ll j ENCASEMENT PIPE ��y- SHALL BE BOLTED PER STANDARD DETAIL.WW-07. INSTALL 325 LF 12 DIA. ASTM D3034, SDR 26 PVC PIPE _�S.ALL PIPE SLOPES AND MANHOLE FLOW'LINES APE 65 LF 24" DIA. ASTM A134 STEEL ENCASEMENT PIPE -, BY OPEN CUT CALCULATED 10 MANHOLE CENTERLINE. 2 4' DIA. WWMH, 1 5' DIA. WWMH W/DROP SERVICE TO STOM AT23A 2i345050 ��r��6.PV ERPhE0rY1lLOBE PA(OEAT UNITIPRICI:FORMWW2LINE OF SAME DIAMFTER IN BID LINE ITEMS, w 0 14.4 740 - N ��77)# 1:7 P- z =mc 2 N 740 �•n o'" e�i ¢ 6 / NOA,I S.SHAFFER CD EXIST.EXIST.GROUND .-"'= '¢s vH,iz //��4;;:.:CEfI`+"�•;�''-�`� + N.,T 1-m� e,Bch„s .. �II;'IOyAL C�'�� 730 N 1- +o PROP.GROUND N n�'m:iViN N,O w aw \\\\\\�_ a -_ _ '__ _ 730 tLL'a _ • W4>:E1< ti n ••c>waaP. Q m„w�Nr- ar1LLLL44 ale iin2i7gni4 TO Pp1JRo FEVIMN I R:10.1E gz !�a..�o OETWEEN EXIST.�xx4 ENCASEMENTAT ■'■J i-N-u,gTO 2 LF OUTSIDE H e LFF -RCP WALL. �� /"\ 720 :e_,LLLLLL 1 720 �.:■ R 3 o.V. w,, .,.,,. Allot N --I I ®20,9, texas Department Of Trans J 12" WW LN A --- ParrorFoR = INSTALL 25 LF 24"STEEL „ INSTALL IT),2241, SOft 26 PVC ENCASEMENT PIPE BY OPEN CUT ] [ INSTAL`40 LF 24" f- WW A STA 21+00 TO 22.22 aPPROx.5T'A 23+9B.5o STEEL ENCASEMENT PIPE 200W ENTEPPTY OF PIE%EEDRIVEY - 0 710 Q - TO STA 23•T3.50 AP ROX. STA 23+e1. 0 71 0 /r/r"'""fir;,;W�Aw Tar,T r866+ C TO STA 24+21.50 t RM 620 -� PROP. 1211 WASTEWATER F i LINE A LINE A STA 21.00 TO STA 24.16 C SCALE:H, ,40 V,I'=10'e. SHEET 6 O:-,O cm...... x TEXAS Xa;:xz IXXIVX pM 620 21+00 22+00 23+00 24+00 ". T. ccw„ND 41, W.14 ,3,LT m"n.m ER AUS WILLIAM.106831s[01 1056 INSTALL 240 LF 12" DIA. ASTM D 3034, SDR 26 PVC PIPE SCALE IN FEET INSTALL 1 4' DIA. WWMH STA 1+68.09 12.WW LN-B -STA 3+39.30-12.WW LN-B 0 S.L- =RM 620 STA 486+35.96 10fi.71'LT -RM 620 STA 488.00.91, 106.32' LT p 20 aD NO i rpi' W I ADJUST EXIST. 4'MH -A CONNECT PROP. 12.WW ON (SW) RESURFACE EXIST. INVERTS CONNECT PROP. 12"WW OUT (SE) CONNECT PROP. 12.WW IN(W) VERTICAL SCALE IN FEET AB-38.23'15.RT CONNECT EXIST. 12.WW OUT (NE) i I I INSTALL: NH-28'21'49"LT o S io zc 1-4' DIA. PRECAST CONC. WWMH CUT, PLUG&ABANDON EXIST. 12"WW(SW) _ I EXIST__ROW.__.__ E-3128216.855 END PROP. 9.7 WW LN-B LEGEND .. I J _ _._,_.__ N. 1283809.72 -_-'- E.31 28387.75 ..� :.`------': ... - ExIN[N P O 7Es '.,` , ,. ,.:. M=. ..Z., '' 2.°p __ `_ 4f yr� '\`\ -PROPERTY' -: ... .,..,... Y -_--PROPOSED P.O.W. aK R 1 WW 3''- - . --1MPOAAR i C CrATRUCTION. ; EASEMENT�1 *,..„` --�` -- PROPOSED UTILITY EASEMENT+ . 4= � , PROPOSED SS OPROPOSED SSMH�'"�- 1 ,,/,i -\ ( PROPOSED DWI R 'I ` - `, ^N - __.. - 'S -PROPOSED DRAINAGE f�; ____ T.------- i EXISTING FIBER OPTIC EXISTING OVERHEAD ELECTRIC ( EXISTING WATER EPHOr1E INSTALL 60 LF 24"STEED Exi;r INL ce5 ... ENCASEMENT PIPE BY OPEN ' ,, EXISTING CABLE i- ,,, CUT FROM STA 1.04.00 TO I STA 1+64.00 1",.- °1 CONCRETE CUT L REPAIR 1i�A,N'% - I I V®CONCRETE PAVERS STA 1+0 n00-12"WW LN-B ��ii ASPHALT Cur 6 REPAIR L 1 1, G1 PROPOSED ENCASEMENT BY BORE '-_-,IWgZEO ENCASEMENT -RM 620 STA 485.82.54, 66.66' LT ADJUST EXIST. 4'MH IRM 6201 -BY'OPEN CUT el RESURFACE EXIST. INVERTS 485.00 REMOVE EXIST. MH TOP SECTIONS NOTES: _ _ INSTALL: qg 7,00 1.CONTP AC TOR r0 IDENT(F1'ANO LOCATE LL)STINL `------ J -t - -= 1-4' PRECAST MH CAP ON EXIST. BASE _ - _ SHAL BE5 PRIOR TG CONS rRUCi[DN.ALL SERVICES 9 CUT, PLUG&ABANDON EXIST. 12"WW(El 'BB'XB SHALL BE RECONNECTED. ^ CONNECT EXIST. 12"Wig IN (S) ��= 2.ANY REQUIRED BYPASS PUMPING FOR WN a �-- Il;F-,anc'e'"' NOi BE PA IO FOP SErrIELY CONNECT PROP. 12.WW OUT(NE) BUT SHOULD BE C0115IUEREO SURSIDIaar TO AH--62.31'58.RT _` - gBB0 INSTALLATI011 OF WW PIPE. FILL VOID PER DETAIL -3.CDNra4crDR iD vERIFr UT ILITJ CONSTRUCTION a N.10160880.93 PHOI UrG PP LOP TO I1ISTALLATION OF WW LINES TO E.3128161.04 �\ AVOID PO7M At.CC'NFLICr WITH Ex15T.PTi!i 1Es. Ifn , _ _a_ _� , 4.ALL**MANHOLE ANHOLEDCOVERSTOUTSIDE TSIDEOOF PAVEMEoi � 5.4LL PIPE MOPES 4P.D M4NHl,LE FLOnL INES dPE "I --- _ CaLCL'LATEO TO M4fIHv'.E CEN7ERl INE. -- -- 'I _ 6.NHEAE REOUIPED FCP TOED COMPLIANCE AST.2241 ~- -_-^-_------ -f-� I _ _� __ XZ��- PVC PIPE WILL BE Pa10 4i UNIT PR ICE FUR WW LINE Q SAms DIAMFTER IN BID Li,ITEMS, --_ -1 `\\\\\\1 �'•. 730- Y�PROP.GROUND 730 �R E�F)F+9'I/ j.. '•..-/, 41a1.T.n NOAH 5.SHAFFER INSgTAL 60 LI�F 24" % �, ID7722 i \�� TE�L�NCAStMENT /,�•. [P gY OPEEN CUT I y•.ci co�•�.�� ROM STA 1+04.00 I I� ,.,CEINS;;$-� TO STA i+64.00 �1�\ONAL`�'�� 1- EXIST.GROUND 720I n--N __��_�_ - I I_ II isHA FF;::: = _ q. I 12" WW LN-B y> 'y qtiw Q _ (92°IB Texoe Department or TransportatIo' mo CITY OF ROUND R p[( v' ' / ..'nw 2.4 n PW Q T ]DP6VE ZOO ! wNO i 700DC41 W +O; PROP. 12" 620 WASTEWATER LINE B �� '- rx LINE B STA 1+00 TO STA 3+40 „ rc.gQ' m SCALE:H:I..20 V:I"=O' SHEET?Oi'10 R LL v.,�,�-ZWLL u'. LL tiLL . AEI?IMer:OS'sT. a Am190,FC i .,,,,= .m G4 M TEXAS I,CYX,xx Ilxl'+X RM D20 s 1+00 2+00 3+00 " ND AI... mum I0., I,.(I'1 6,L* m,..s ER AUS WILLIAM:ON 0683 01 05E, CONTRACTOR TO LOCATE TWO 1SCALE IN FEET EXIST.WW SERVICES AND Y I I, 1 STA 2+50.00-8"WW LN-C CONNECT TO PROP. WWMH. I 1 I I eRM 620 STA 480+70.63 52.61'RT I ABANDON MH*TO SOUTH. I ! I I � 1 I END BORE AND 18"STEED 0 20 aG BO i •) ' ENCASEMENT PIPE STA I+35.00-8"WW LN-C I 1 I I I (�`41 N.10160751.88 VERTICAL SCALE IN FEET -RM 620 STA 480.68.80 62.37'LT I t ' E.3127fi46.57 BEGIN BORE AND 18"STEEL 1>S I I ' I11 0 5 io 20 ENCASEMENT PIPE I 1>L I i I I PROP. 15 LF 18"STEEL ENCASEMENT N.10160866.87 it i i I I I PIPE 65N CUT FROM STA 2.50.00.00 �k-i : LEGEND E.3127646.94I PROP. 30 LF 18"STEEL ENCASEMENT I ;yI I STA 2+73.05-8"WW LN-C EXISTING FEATURES PIPE 8Y OPEN CUT FROM STA I*05.00 i a .WW LN-A STA 18.42.83 —---EXISTING R.O.W. TO STA 135.00 I { I t ARM 620 STA 480+70.98, 75.57' RT —_ '1 —PROPERTY LINE I 8 '�I 'I CONNECT TO PROP. DROP WWMH ----PROPOSED R.O.W. 1 , ] i • i �N END PROP. 8"WW WL-C EASEMENT CONSTRUCTION STA 1.00.00-8"WW LN-C 1.�, y I INSTALL 115 LF 18"STEEL( e� N.10160728.84 _ EASEMENT -RM 620 STA 480+68.22 97.37' LT ENCASEMENT PIPE BY BORE �IU E.3127648.90 PPROPOSED ROPOSED UTILITY EASEMENT CONNECT 2-EX. 6"8.22,C97 B O , CONNECT PROP. 8"OUT SSW> - - PROPOSED SSW BEGIN PROP. 8"WW LN-C __..__.INSTALL: ; -- I r PROP. BORE PIT PROPOSED wL 1-4'DIA. PRECAST CONC. WWMH y -r 4 y APPROX. t5'X30' -- -� PROPOSED DRAINAGE WWNH MUST EITHER SHOW NO LEAKAGE r�lyr> >z�r sz cl_,a .- ��- �� I - _ EXISTING FIBER OPTIC AT TESTING OR BE ENCASED IN MIN. `�„'I' OP. 8 la W LN-C PROP. 1211 WW LN-'A EXISTING OVERHEAD ELECTRIC 1 FT. CEMENT STABILIZED SAND ° EXISTING WATER PER TAC 217.53.d.8 1 I I `,L • .SEE SHEET 552 _--� EXISTING TELEPHONE N.10160901.87 1 I ICE, T.;.�-s --- EXISTING CAS E.3127646.44 {i 4 ''� -EXISTING[ABLE �. 1 - `I CONCRETE CUT L REPAIR # PppppP. RECEJVINC PIT ;> I' I RM 620 1 �•'� .a- ®CONCRETE PAVERS APPROX. 10 X10 : I .1 a' s--. . , �, 11 ®ASPHALT CUT 6 REPAIR 3A I- I�' 111 I 7') $I [22.27.1 PROPOSED ENCASEMENT - 1 ' .I f_ OR'II PFJPOSED EPICeSEMfNT BY BORE G P N /'.'iii I 1 11 ,—.�.CRE K r 1, -y -- BY OPEN CUT ', c i II 1 c ,. 1 �pKE M I -� NOTES: , : N �• ', II /' I.CONTRACTOR TO IDENTIFY AND LOCATE Ex(STING y — .—______ _ ter 1 k• I O I v i JI -- LITILIT(E$PRIOR TO CONSTRUCTION.ALL SERVICE$ __mi - SHALL BE RECONNECTED. 2.ANY REQUIRED BYPASS PUMPING FOR wW . I.'. INSTALLATION WILL NOT BE PAID FOR SEPARATELY 1'' I _ BUT SHOULD BE CONSIDERED SUBSIDIARY TO ! - INSTALLATION OF WW PIPE. I _ - �'- 3.ONTPACTOR TO VERIFY UT ILI iI CONSTRUCTION PHASING PPIOP TO INSTALLATION OF WW LINES TO I 1. 'y= AVOID POTENTIAL CONFLICT WITH EXIST.UTILITIES. -1 ,1 4•ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT -,yy-- -��_ pp SHALL BE BOLTED PER STANOAPD DETAIL wW-OT. �I;, \. I f INSTALL 174 LF 8" DIA. ASTM D 3034 SDR 26 PVC PIPE 5 CALCULATED TO O MANHOLEOPES AND ACENTERLINE.LE INES APE INSTALL 1-4' DIA. WW MANHOLES 6 PVCRPIPE WELD6E P IAIDEATCU1ITIPRICk FORMWW2LNE I •F SAME DIAMETER IN BID LINE ITEMS. PROP.BRIDGE =>Z\\\ +�755 L 755 ;-"(; ) IN Ii;SbNAi f 745 ill, Ir. a I7 (III 745 • I. L"n2, : RTvtsiw n. w,c 735 = = , LLLLLL HALFF' "vA,.T. • PROP.GROUND d - 735 LL -- ----_--- c;.^_cIDTexaa department et TranepertotloR 1 725 > 725 • "x.'v..�o'. .vWA v NA T.I Tx .. M E ROC,,TYETU664E RM 620 8'I WW LN-C PROP. WASTEWATER L.?, -o.4r. M1r--- - —7-7--r—7—.--7---,--- LINE C pEpNp5PP 3 F gp"STEEL pp-p•-p--+g-��-gam 7E�E-ENJD 5f�-ELT-�E1.__/j_-, .P SNLFP STEEL LINE C STA 1.00 TO STA 2+73 ' B7 �CUTTPROAI 35.00 BY BOREIFROII AT;5.35�00 TO STAN2a50Ppp I I ■ ECUTT SCALE:I�i,':40'VII':I O' R • STa I.05.00 TTO STA t+ TA 2.0.00 0 TA 2.65.00 U„wmER nt;:,"�,sr., Le+..am.I,oxcSHEEi B"nl.o .w GJ X TEXAS(,Lxxx xx txXlxx RM 620 1+00 2+00 Nun, ND DIST. LgMTI °11 0 ' .a.n, .y ER AUS WILLIAMSON(06831SL01 056 \ \'./s \ 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' LT INSTALL 3 - 4' DIA. WW MANHOLES `\S- "` CUT, PLUG O ABANDON EXIST. 8"WW (SE) / p zo ao ea �� CONNECT PROP. 8"WW IN(SE) \�\ \\� t BEGIN 8"WW LN-D �----�_ \, N.• ,\ INSTALL: VERTICAL SCALE IN FEET \ \ 7: \ 1-4' DIA. CAST-IN-PLACE CONC. DROP YAWN ) _ H�37.24'S8"LT � 0 5 l0 ze \♦ \\ N=10160575.43 \�� 4 E-3129603.99 ��/ STA 3+30.12-8"WW LN-D r \ x 7 -RM 620 STA 502+65.15, 141.37' LT I \�Y'•eW_,_ /,' CONNECT PROP. 8"WW IN (SE) i LEGEND ABN. EXIST.WWMH I.� �'`\� CONNECT PROP. 8"WW OUT (NW) EXISTING FEATURES �� \ �\` \ -_-- AH- 2'16'26"RT ! ----Ex isi N:D R.O.w, \ / INSTADI: / =-_ PROPERTY LINE \ ---PROP , 1-4' DIA. PRE-CAST CONC. WWMH -PROPOSED R.O.W. "�_,\ \BUT/ / N.10160509.98 -TEMPORARY CONSTRUCTION _ \\ '�.I Y' Y E.3129824.62 EASEMENT `� ` . PROF 4afa3SO 5T / --PROPOSED UTILITY EASEMENT "\ . p,,, / i PROPOSED SS \ ---ter' �RO_P�t% W :• ' / I ® PROPOSED SSMH \ \ • #OH, LW .,,,•\ CONTRACTOR TO CONFIRM .PROPOSED WL N. / LOCATION AND ELEVATION / PROPOSED DRAINAGE /I/ OF EXIST" 6"WW SERVICE ' \\\w /y PRIOR TO WORK ExISTING FIBER OPTIC -, EXISTING OVERHEAD ELECTRIC EXISTING WATER i\ \ - ♦ ^\ / EXISTING TELEPHONE I ' a—�.A' �� EVIST[t:G GAS 1 W • `\ STA 4+75.03-8"WW LN-D Ex IST[HG CABLE 4T + ` ;o♦ -RM 620 STA 504+03.52, 90.34' LT I CONCRETE CUT a REPAIR ♦ END 8"WW LN-D �.: t \ Lc.- ,P, CONNECT PROP. B"OUT (NW) CONCRETE PAVERS \\�� \ \�RD \\„\ \ INSTALL: I//j//i1 ASPHALT CUT T.REPAIR o, Qc s♦ ,, 1-4' DIA, PRE-CAST CONC. WWMH •':.� \\\ / \' 1-PVC PLUG G1.1.r11 PROPOSED ENCASEMENT \'‘ . \ 10 LF 8"PVC(SE) r--�BY BORE ♦ �PROPOSED ENCASEMENT SDI, r, \ N.f01604i9.19 -- \ BY OPEN CUT p \��,�,\a ,ti� \♦♦ \ E.3129937.55 i \-1\ '� `c ,♦ \ l I I�CCNTFACA0P TO IDEhTIF1'0.t.0 LOCATE EXISTING \ \ � / \ \ Ui ILITIES PRIOR iO CONSTRUCT IDN.eLL SERVICES SHALL BE RECONNECTED. \\ �\ J 2,ANY REQUIRED BYPASS PUMP IIIG FOR WW \ '`\ \0\\ ` �� \ i•:I!\ INSTALLATION WILL H07 BE PAID FOR SEPARATELY BUT SHOULD BE CONSIDERED SUDSIDIARY TO \\ \ \\• \\ J' INSTALLAi I011 OF WW P[PE. )! oa \\�\ \------ ,,,,te \ ♦ , '.` J }PHAS[IGTPP[OP VERIFY UT[L1T.CONSTRUCTIJII® / TO INSTALLATION OF WW LINES TO o\,� `�\\,, \ \ RM \�\ \ 0.VOID PDTEH71 Al CCNFL ICt WITH F%IST,UTILITIES. 6 �`' \�/T/ ABN. EXIST. WWMH ALL WW MANHOLE COVERS OUTSIDE OF PAVEMENT < / SHALL BE BOLTED PER STANDAPD DETAIL Ww-07. 1/\ /p{ �� O \ p \� ' i S.ALL PIPE SLOPES AND MANHOLE FLGNLINES APE \.;9" fib\ �� - CALCULATED 10 MANHOLE CENTERLINE. �.'' / �\.^y `�' 6.WHEPE RECUIRED FOR iCEO COMPLIANCE ASTM 224I \ �� / ` PVC PIPE WILL BE PAID AT UNIT PRICE FOR Ww LINE OF SAME DIAMETER IN BID I INF ITEMS. 750 Z 750 1R.:' "sl�� 11 NOAH S.SHAFFER 5 ] " a 740 — 740 4 �\\:: 2.0X. ( I PROP"GROUND 8" WW LN-0 XIST.GROUND sEvlslo" i e* OFF[ • ■i HALFF # 730 t 8" WW LN-D 730 . * x P� AmPt 3 FN ...I exas Department of FronePortotlog s •r �� H O n w i. �!,,,Ia�,,� 2ITv OF Oe ENTEFCFiyoRixcx q 720 _�y i •Sc7 /�° Rom.OF'40 PRI.,i Ttl66� War W�� n a U 720 PROP. WASTEWATER i i o.~MO/. 58 m LINE D iu�sx a sap wii$s LINE A STA 1.00 TO STA 4+5) rz'o¢gJ � SCALE:Htf'=40 V:1"=t0' SNEER 9 JF IO _ ,EP?: :STATE e U-• i�iu.u. u u !uu LL riuLL ..,GJ x TEKASI rTxxx xx Ixxlxx !FM�620 1+00 2+00 3+00 4+00 a,,, NO o13,, cp.«,. `5 Wi S10 p.<w ER AUS WILLIAUSON 10663IAA01 PSEI d-• \, 1NSIALL 322 LI- 8" DIA. ASIM D 3034, SUN 26 PVC PIPE / •1 t 269 LF 6" DIA. ASTM D 3034, SDR 26 PVC PIPE SCALE IN FEET ` LAD7101J:II \ STA 1+00.00-8"WW LN-E INSTALL 2-4' DIA. WW MANHOLES / 'NDERGROUIID UTiLITIE o zO a0 Bo .RM 620 STA 499+75.48 200.46' RT IN AREA \ \ BEGIN PROP. 8"WW LN-L STA fi+90.78^6.WW LN-E \ ADJUST EXIST. WWMH -RM 620 STA 495+87.41, 129.52' RT VERTICAL SALE IN FEET RESURFACE EXIST. INVERTS END 8°WW LN-E CONNECT PROP. 8"WW IN (N) CONTRACTOR TO LOCATE&CONNECT \� 0 5 ISO 20 \ N.(0160298.27 TO EXIST. 4"WW SERVICE i \ E-3)29429.T4 INSTALL: &ABANDON EXIST. 6" IN) LEGEND STA 4+21.93-8"WW LN-E INSTA(: \\ STA 2+80.32-8"WW LN-E -RM 620 STA 498,58.44, 124.27' RT (-45• BEND (6") (5) E,ISitl:t FEATURES \ `, -RM 620 STA 499+73.43, I88.87' RT CONNECT PROP. 6"WW IN (W) 1-WW CLEAN OUT (6"7 fW) -E%15rtNc P.O.W. -- CONNECT PROP. 8"WW IN (NW) CONNECT PROP. 8•WW OUT (SE) _ \ CONNECT PROP. 8"WW OUT(5) (SEE PAVED SURFACE DETAIL WW-13) —PROPERTY LINE pH-50'11'Sfi"LT pH-29.56'54. N-10160508.00 ----PROPOSED R.O.W. '` \�\ , INSTALL: E-3t29097.65 ——TEMPORARY CONSTRUCTION �\ `` \ \ ', INSTALL: I-4' DIA. CAST IN PLACE CONC. WWMH _ \y` \\ \ 1-4' DIA. PRECAST CONC. WWMHEASEMENT w `' ✓`\ \\ ' N-10160302.26 WWNM DROPTO COMPLY WITHTAC 217.53.d.8 i PROPOSED SS PROPOSED ILITY EASEMENT " , ,/\ ,\ \ E-3129438.21 N.10160412.08 E-3129348.81 PROPOSED SSMH ,,$ <l \\ PROPOSED hi. \\ \\ , / , PROPOSED DRAINAGE \ 'p` \ "� DA STING FIBER OPTIC 1d \\/�\\ \\\ V' \ STA 5+10.85-6"WW LN-E ExIST[NG OVERHEAD ELECTRIC \ -RM 620 STA 497+69.54, 125.24' RT E%1 ST LNG waTEP CUTS REPAIR 100 SY \"@(,`kS \ \ \-` E<ISTII:L TELEPHOrJEASPHALT \ Y \ c^ INSTALL: E%ISTINL GAS \ a .� 1-2-WAY WW SERVICE CLEAN OUT (6")\,,,1 ExISiII"G CABLE \i \ F, (SEE PAVED SURFACE DETAIL WW-13) - 'a \ 4})'/ 30 1 CONCRETE CUT It REPAIR\\\.\�( \aye �P E.3129265.75 /� ®CONCRETE FAVORS \\\1, -r-'' V/MA ASPHALT CUT L REPAIR ,\ \ \' `Q�t. / __�' (lL1L1 PROPOSED B ENCASEMENT \ ` .\., ,M i''' �xi 00..,/\ ?1,.f o f /-., � .6PROPOSED POSEDCENCASEMENT PAD 8" WL J q INTALL 20 LF •Cf �pS� / /' r "`�`�• i \ \ \2� 18"STEEL. / S•l • //'' NOTES: SEE SHEET 536 , =oo M ENCASEMENT PIPE / A 1 / '�'' / I.CONTR1IEOR TO IDENTIFY AND LOCATE E%I SEING /\ � * CENTERED OVER WL-J t i'/�" UTILITIES PRIOR TU CONSTRUCTION.ALL SERVICES / `fir \\ , i/ QPOQ/ / SHALL BE RECONNECTED. 2.ANY REQUIRED BYPASS PUMPING FOP WN I� -^e�. \ •oa /. S •1 - -E INSTALLATION WILL NOT BE PAID FOR SEPARATELY r"s TA 5 9 70 6 WW LN P FtO� 8 WL: °: „� / / �� -RM 620 8870, 12612' RT BUT SHOULD BE CONSIDERNET ` wW� / STLs49A: INSTALLATION OF NW PIPE. 'SHE,ET \ / ii/l 1-2-WAY WW CLEAN OUT (6") 1.PHASING TO VERIFY NS INSTALLATION CONSTRUCTION l�' N-10160472.64 PH45IIIL PRIOR TO INS i4LLAT ION OF WW LINES TO `., s- .../' AVOID POiEIN IAt.f.CNFL iCT WITH E%IST.UT IL[TIES. \1 .` \\ \` .". ��r----'^ _,,--",/'',. 6r�O E.3129190.23 4•ALL WW MANHOLE COVERS OUTSIDE OF PAVE MENi \ - j !i //i SHALL BE ROOTED PER MANHOLE DETAIL WW OT. \ .i M �f S.ALL PIPE SLOPES AND MANHOLE FLOWL INES APE \,,,,,,,,,, �"{\ �, r.t /�, i CALCULATED TO MANHOLE CENTERLINE. L ,[ / J !i 6.WHERE RECUIRED FCR iCEO COMPLIANCE dSTM 2Z41 \ , 1 PVC PIPE WILL BE PAID AT UNIT PRIG:FOR WW LINE �-' 1 - F AMF.AMFT R N:I. ;J T M . e ��\q, E Gr � 750 ti p�.,.........:f 1� i. I. 750 '. ,. �� W Z IJQAH 5.SHAFFER I o _ .- r. 107722 M177 4's)(ivaL S h EXIST.GROUND ^' +yul YU66. _�----A -- `ALL_—. PROP.PET--- ��PROP.GROUND --� ••• HALFF a I4.B4 730 ,e...,.,".,,,. O.77. I I -- 8" WW LN-E o2o1e Texas Deportment of TronsportormR ,J 8" WW LN-E 7 IN 7ALL 20 LF - r 18 ,5tE L • j `•` clrY or Poul,a Racy, 720 EENN A/555EE� _/f Tm EE Ep TERPRISE ARISE% CENTEREDNONPMLEJ `rg. - ou,m a:",Tx T8654 o,aA� 720 RM 620 I: N V 8 PROP. WASTEWATER P P ��=mP° LINE E 8 LINE A STA 1.00 TO STA 6.81 6 6 -Nag SCALE:H,I".af V:I'.ry SHEET IO of to R LL - e e J VU31----,. - F n+vX��TEXASI rEXXX 00 00,50 RM 620 1+00 2+00 3+00 4+00 ,- ND Ro% cw.o °14N 'VT m.°nm ER AU5 NILLIA45011 I0683 0, I0561 fw5140 GwD[M r..glN»n Rr�'.in3r w 0r w'y gr n4R r[9JE^.K ItaMIEP GMDf lel rxTY[1r) ^�O[,KS w-0!Wa w-CR rt M10 s w e�wnw-M �. tt I ti , mie,m mix Dar w.m.0 fxor w mc[+[rm t2"1/�"✓��l or,r e0. rn7 . rnx[Mrz cox[ I"[r.veKx,) /�,/�..^LDV B.CS,LL T��rK4 - \\ [,[ -•-i .' ✓ i¢W4 K![rMOx[,m3 w tt M,a[MSu SF7'."4.0 R¢Ve cWr [,rK S� I �• �� /-„a�D�ID) ` °ttG[.'»a '.t �h •� O�r[.xro _n.IID Wr,3 W 1f t• Y)l D..• 0.EArs'Ai wxnu��n eEr.As '� JJ-rr x w-mJ Jams 3,P• VIMI +VBSP P-.A0 DM Rwrcr D-Wx0 d C„Pnn Of[AC»mOiNi ' / / UTPO !• fY[xD1[Ixl J .. a.0 s`�`wrsw3oc "mourn W,L(DE s MR..,.an „ N N . A4 ..,,,,,,,evC ux.C33 rnr[n Orx[wsc -_ 1� �a.s[ yac E:D 'ers. •. q i�l� :I�I:�.irBl B I T.e3aAY ..." .. \SUL moor i i�i u n[nWE SGL WDY-/ , In a�^ �, T - q D[wG _ -, ;,.srw.r .KFin0wWwp'M rzyIXfJ \_,coAccrn c.B.oa ASOD rzS x 0c.SRR S at.CGLPI.K',0 rM"I tt oWe^Op R a.... .. -.:. .`W.Sb GreA ORA'n GrW4D 4 ),Wires eI�YO ,. IF OROP IS Sx INCHES(6-)TO iNV FEET(7'-°-).COIGTRUCIMON Of DROP SHALL PRONDE AN OJERSIZEO L w� »h£RE 1D EYiEII°UTAER 11,E ORL'P COIIHECTgN A yy00 P5�) ueiw3e ‘fc "EC[ 2. SEE CONSTRUCNGN PLANS FOR NANHOIE SI_E LOCATION,CONFIGURATIon.TYPE Of TOP SECTION,VENTING w»/S g-:ri :TTm : ENHOreRWN, A we .'WM»MD uuaN morsz 0^T[w a0.4x 4KyEX B[!K 1 SRR R4W E w SA.R!Fw FIB'it!: REQUIREMENTS,PIPE SECS AND nPE$. Isle 4 w 00. II®si[s.M4) UElIT SEVJEA G LOCATED M(N1E THAN iW0ET THE MNII DIVERT CHANNEL. DROP ASSEMBLY ON, ALUMNIATE CE4ENiRIOVS COARNG OTHER IMEFNOF SURFACES MAY BE COAIEC IF RE��NMENDEO BY GCATIlIG 1 WHEN PVC PIPE IS USED IN SANITARY SEWER LINES,SOLVENT TYPE JOINT PVC FITTINGS MAY BE UTILIZED 0. A 3.OP 0.A MANHOLE IS REQUIRED FOR 1 OR 2 DROP SERVICES IF THERE ARE MORE THAN 2 DROP SERVICES,A NANUFALNRER IN THE DROP ASSEMBLY OINLT. 8'-0"DRAFTER NANHCLE G REQUIRED. "`°°P'ATSP APPROVED CITY OF ROUND ROCK DRA wN-01N0. RECORD S6IIE0 WPY CITY OF ROUND ROCK WW_02 DN FLE AT P18LIG WORKS CITY OF ROUND ROCK OrN FNLE Ai PURLq WDRKS ON FkE AT PUBLIC WOm,S DPAWIIJG PTO', RE[OPp SIGNED COPY DRAWING IJO'. ... APPROVED APROVED 03 04 01-IO 04-01.10 PRECAST CONCRETE WASTEWATER 04-01-10 PRECAST CONCRETE WASTEWATER DATE PRECAST CONCRETE WASTEWATER °ATE DATE rxE w[E°V�MElrs>,At3 MANHOLE DETAIL „MOHIEOVerEERAS3IM[3 MANHOLE WITH DROP CONNECTION MANHOLE WITH DROP SERVICE arr7°'"..rE Y TrE wan[nNxcWEER I4swFs or r.s DnK .[I Ar sRox rs �rT ,: u 1. r M DETAIL us Z1 01,DSeg DETAIL 6 N d ii No. REvnIDx ID DATE HALFFrF F°'`,4�°Ns R L,,r2019rTexaa Department of TronepariailoR i CITY pF ROUND POCF,i% 4 200B ENTERPRISE°RIVE j ,,,•,„",�.x,(,I,!N_„ROuqPOCC,Tx tB66J'FF,r .;`+411,4C64})rs�eal, RM 620 5: `'0i WASTEWATER DETAILS 5 NOAH S.SHAFFER /' •• C_F-i"i�5 SCALE:N/4 �R'I.D SNEEI I OF 8 ,4`E:SS ENS,1G� vw•ERYIQ;,Z".F RrORCr rq A:46.r �� /ANAL�-�� raw GJ 'c TE%AST IExxx xx Ix %x RN 620 \\\\\�� ND DIST. [own I[:.»6"°LISEexb'. (b3 '".i' cwx.a�ER A115 WILLIM150H O68! DI 56 L A 32'COVER/,,,,,,,......-.,,,,...........”..,,,,,,.. 2"LETTERS !4` (RECESSED FLUSH) Ft[KOAF•'-o' O C K (BOOKMAN OLD STYLE)RL'PBER o..RPw R(Trr)�, .. uNIL[ss rwr[D DrHEPPrsE Q l 1'LETTERS �P/ 1`N 1 T A (�,Q (RECESSED FLUSH) O A. (BOOKMAN OLD -JI(� '' I �N STYLE) O u5E STMIOAHO NEOPRENE RIPE ORE,MATCROGNI BKKFBL.AS PEP OEtA0.5 PR..11 CPSKCI OF FLEXIBLE SCAM Nip EPF-IB ,� �\ 9DAS EI Ce rum. N all •••ASPER OETAK 1rW-r0 • INVERt CHAHNCt •• .�(SEE DETAIL MID NOTE/a &'IrtCN SECTg1 OF RISER PPE IS \ / //" 'ILO./ \\ BUTT ANo DROSS(SEE NOTE/3) X S E W 0. DRILL HOLES FOR P\ NUMBER PLATE • • `� * * ; (SEE NOTE#13) R uHlwu • PROVIDE ETCHING `z�arA.v+•' AROUND ALL STARS F °�Na I J/ PERYIS..CONSTRUCTION JONf MANHOLE COVER PLAN VIEW MANHOLE FRAME PLANK VIEW PERYb�18LE .I.-•.» \ '1•1 32' 32 I/4' $ CONSiPUCTE3N:ONR + �^ /33RWS•R•O.c.(R..)AROu. I'� I �I7 P. z.MKIRAlN i i.. 66.....E `� , .� •.,.'.f••_,•.�•.•— ,,._�}! -/e em e e Dc(E Ilt ) 2 7/8" t 1/2— '• ;:-.: R vs AN1 j • _ P HOLE COVER SECTION VIEW .,3 N/A- _ 3 13,'i6'I I_ +v I/•- /5 BARS L B OC E, uW C • CONCRETE 845E FOP HOLE MANHOLE FRAME SECTION VIEW n SITYL M FORLLEO ANO CAST-IN-PV.:E B/ME CONTRACTOR 3•4' BEO uMlfA.IC M+D Tw[NNIM unRNUY B'RPCK]/a' 3/4" xA;HDo-0.T.,RAVEL uP z r.C. xt; - ACCEPTABLE TO NE Crrt DF POUND POCK ISEE :I sLDPE TD uarNHX.E I-ENgAC D. MIN.3/32" MIN.1/4" INNT_PT CHANNEL MAX.1/El" MAX.3/B" n Pause EIN',0 4; PICl/BAR DETAIL STAR SECTION VIEW \ —_ NOTES. �\\\\� .F BOLT HOLE SECTION ILL Df 11 t ~N. 1. COVER AND FRAME SHALL COMPLY WITH STANDARD SPECIFICATIONS FOR DRAINAGE,SEWER.UTILITY AND RELATED �*'��.•••••.A`''i 4f1,, 'Fd'� ��i CASTINGS:MSHTO DESIGNATION M306-04 K+A . N(1F1a.H 2 MANHOLE COVER SHALL BE MODEL NUMBER:V-2432-3(PRODUCT NUMBER!42432033).A5 MANUFACTURED BY i A' •• ,.. EAST JORDAN IRON WORKS,INCORPORATED,OP APPROVED EQUAL. NOAH S.SHAFFEP IrWEPi CHANNEL DEPTH 3. MANHOLE FRAME SHALL BE MODEL NUMBER..V-2432(PRODUCT NUMBER 42432070),AS MANUFACTURED BY EAST SWl3.BE A Low.1/I // TOTT22 TIE OMLrETER of rH[ I / JORDAN IRON WORKS.INCORPORATED,OR APPROVED EQUAL � Ur;f TRIPE oR FOUR 4. MANHOLE COVER AND FRAME ASSEMBLY,IF ORDERED AS A SET,SHALL BE MODEL NUMBER:V-2432(PRODUCT "cy:�::CE.«Y.'71.tl:'INCHES(a•1 OEFP NUMBER:42432073).AS MANUFACTURED BY EAST JORDAN IRON WORKS.INCORPORATED,OR APPROVED EQUAL. I SSipryA1 A. R. 5. ALL CORNERS AND EDGES SHALL HAVE A 1/16"MINIMUM AND 1/8"MAXIMUM RADIUS. 1\ )TOTES. 6 MANHOLE COVERS SHALL BE CAST WITH TWO 1"DIAMETER STEEL PICKBARS. p 7 MANHOLE COVER WEIGHT SHALL BE 175 LEIS.FOR DUCTILE IRON. WEIGHT SHALL BE CAST ON BOTH TOP AND t�;, 7. CAST-IN-PLACE BASE SHALL BE 4000 TO 4500 P.S.I.CONCRETE,28 DAY STRENGTH BOTTOM OF COVER. . 3 2 STEEL SHALL BE GRADE 60. 8 MANUFACTURER SHALL CERTIFY THAT EACH MANHOLE COVER MEETS AS-20 LOADRIG 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. A. PevTSIDN OF parF. SHALL BE IN ACCORDANCE WITH AST1A C478. 10.MANUFACTURER SHALL REMOVE EXCESS IRON AND MACHINE FINISH SEATING SURFACES TO NOTED DIMENSIONS. £ 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. �••;+ z AND OUTLET PIPES. 12.BOLTS SHALL BE 5j8'-17HC X 2'LONG HEX STAINLESS STEEL WITH WASHER. al HALFFP a4s Nr' 5. BASE SHALL BE PROPERLY FORMED IN THE FIELD WITH WOOD OR OTHER APPROVED FORMS. 13 MANUFACTURER SHALL DRILL 2-3/16"X1/2"DEEP HOLES FOR A MANHOLE NUMBER PLATE TO BE PROVIDED BY THE 4'T=x J«�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"0.0 FROM THE BOTTOM OF THE P.N.S'AND THE BOTTOM HOLE SHALL BE DRILLED 4.0.C.FROM THE TOP HOLE W.,'P„rr,+ RECORD SIGNED COPY CITY OF ROUND ROCK DPAWONG NO RECORD SIGNED COPY CITY OF ROUND ROCK ,WwD, OPI FILE AT PUBLK:WORKS ON FILE AT PUBLIC WORKS DRAWING N0, .g1g TO-DEppriRl•nf or,—p—f, IAPPROVED APPROVED 04-01-10 CAST-IN-PLACE BASE 04.01-10 DATE FOR CONCRETE WASTEWATER =A EITr OF r.'" POCK•rA DATE BOLTED WASTEWATER MANHOLE 2008 Eu1ERPg1 SE OR1VE THE NCHTECT/EHOEEP ASSI ES FTE ARCWTECVEN,PEER ASSLAES — COVER AND FRAME DETAIL -••.RI>MND A•TX 1M66J A. RESPONSSILITY FOP THE APPROPRIATE MANHOLE DETAIL RESPorssRITY FOR iE APrgOPRIAT[ RM 620 uSE OF THS CETAX.MOT TO SCALEI USE OF TIPS DETAIL.MOT TO SCKEI S WASTEWATER DETAILS i SCALE:N/A xwp'� ,MEET 2 OF 5 Y, waER PS::k LTAIE I rE9FP4 ArP ammo,W. .Pa GJ TEXAS XXX xX TX/OX'S RM 520 Cwc ND BUS ChMrt I[�aP«IS[';D� FMUTT On...ER BUS WILL IAMSLW 0683 01 56 L I 32"COVER 1 1/2"LETTERS L. I (RECESSED FLUSH, PICKBAR riLOCK (BOOKMAN OLD STYLE) C) 1 7A . 1"LETTERS(RECESSED , yP ti q}+ FLUSH)(BOOKMAN ' OLD STYLE) 41 LPr1 GRILL HOLES FOR 49 3."DIA BO3 \(OTQISQAS2AQUDD3S2iJ _8" 3 /Ayr,° ' AROUND ALL STARS ; MANHOLE COVER PLAN VIEW MANHOLE FRAME PLAID VIEW • 1, 32 1/4' '6 32" - ,ry ://1--:.. O �" 1 Q ' ROVISION MACE FOR(2) • z r---, ' r'vHIRLEY LIFT INSERTS LOCATED i AT TER OF RAVITY OR Q O Li.... J3 I,C �-I I �,•�/ ABOVE,AS PER GMANUFACTURER a 4U M. �� MANHOLE COVER SECTION VIEW -- — --- - --—---- 3 13/T6' MANHOLE FRAME SECTION VIEW I I i 5' 48"DIA 5" o to '1,!.' _MPI�� 58 DW MIN.3/32", MIN 1/4" n 1 3/4"14 1"DIAMETER X 4" MAX.1/8" MAX,3/8" LONG H R.S ROD, STAR SECTION VIEW AN PICKBAR DETAIL ��u\��1 NOTF4; 1n T[ 1 �R gyp•+ J...k:..,, 1. COVEP.AND FRAME SHALL COMPLY'WITH STANDARD SPECIFICATIONS FOR DRAINAGE,SEWER.U11LOR AND RELATED //., 41N+A.H CASTINGS.AASHTD DESIGNATION M306-04 •/ (/, 2 MANHOLE COVER SHALL BE MODEL NUMBER V-1432-3(PRODUCT NUMBER'41432059),AS MANUFACTURED BY 5 NOAH S.SHAFFER j EAST JORDAN IRON WORKS,INCORPORATED.OR APPROVED EOUAL. 3 MANHOLE FRAME SHALL BE MODEL NUMBER.V-1432(PRODUCT NUMBER'41432010),AS MANUFACTURED BY EAST 1,..A. 10772E s JORDAN IRON WORKS,INCORPORATED.OR APPROVED EQUAL $.( Q ir„I� 1 O CENS�.+� 4. MANHOLE COVER AND FRAME nSSEAIBLY,IF ORDERED AS A SET.SHALL BE MODEL NUMBER:V-1432(PRODUCT CN"rSE, ,/1'S�Qa fy�.NUMBER 41432089),AS MANUFACTURED BY EAST JORDAN IRON WORKS.INCORPORATED,OP APPROVED EQUAL �11��"`� 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 45D0 P.51.CONCRETE,28 DAY A 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 APPROVED EQUAL.7 MANHOLE COVER WEIGHT SHALL BE 175 LBS FOR DUCTILE IRON. WEIGHT SHALL BE CAST ON BOTH TOP AND BOTTOM DF COVEP.. h B. MANUFACTURER SHALL CERTIFY TWIT EACH MANHOLE COVER MEETS HS-20 LOADING. H0. PEvfs/9K ST PATE 9 FILLETS SHALL BE 1/4"RADIUS UNLESS OTHERWISE SPECIFIED. fi10 MANUFACTURER SHALL REMOVE EXCESS IRON AND MACHINE FINISH SEATNG SURFACES TO NOTED DIMENSIONS. i it.COVER SHALL BE DIPPED IN A WATER-BASED ASPHALTIC CDATIIJG,PRIOR TO SHIPMENT FROM FOUNDRY. HALFFr ti - 'y 12 MANUFACTURER SHALL DRILL 2-3/16"X1/2"DEEP HOLES FORA MANHOLE,NUMBER PLATE TO BE PROVIDED BY THE 1 CITY OF ROUND ROCK.THE TOP HOLE SHALL BE DRILLED 1"O.C.FROM THE BOTTOM OF THE PICK BAR AND THE " w,-,.,., BOTTOM HOLE SHALL BE DRILLED 4"O.C.FROM THE TOP HOLE RECORD SIGNED COPY CITY OF ROUND ROCK DRAWING N0• RECORD SIGNED COPY nxon o.00,.mnnr of Fronsnnrtorta DIN FILE AT PUBLIC WORKS ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK DRAWING ®2019 ¢ APPROVED OJ3 APPROVED NON-BOLTED WASTEWATER MANHOLE o4-o1-ro N�N,�FOAS T DATE PRECAST 48" CONCENTRIC zoos EN.E 7RE I10 i M E AP vCl/E iNEEMp✓P ASSUMESE COVER AND FRAME DETAIL I[ WEPT.El EEA ASSUMES CONCRETE CONE SECTION DETAIL // "R"T"5 R`"° A65a eEsvorF THE ETAfOl.M T TOO SCALE RM 620 X USE OF OAS DETAIL,NOT TO SCALE, USE OF THE PETAL.,HOT TO SOATEI i WASTEWATER DETAILS i SCALEt Hs�EpA.py STOAT 3 OF 8 b ..,pnaERa,4.AWE RO M4 MP MOM FAA A a, Q `a mow,m Mx GJ TExASI xxx xx Ixx1x'x RM 620 wn ND Dim. [PAM IFMOLISr[IO�I 4. Y E.* [ EP BUS PILL[ARSON 06E131 RI 1056 L 1 I .,.. ., Y .1. ic_ 0 0,0 _—_—,- I . IN ry WIDEN CHANNEL WIDTH AT CURVE TO ALLOW ACCESSIBLE 2'_4"MIN ree�� CAMERA INSPECTIONS OF PIPE ..■ CONCRETE MANHOLE WALL M CURVES SHALL BE TANGENT V TO IIA .Y EXTENSIONS OF POWER SEAL INTERLOCKED PIPE WALLS WALLS INSIDE OF GASKET(ACID FLEXIBLE'SEAL BOOT" ' ` RESISTANT-STAIN!E55 RESIDENT CONNECTOR,W q 4111:, A STEEL TYPE 304) ACCORDANCE WNH ASTIA C9,3 Nillre !1iiI III I. CEMENT GROUT TAKE UP CLAMPS(ACID • RESISTANT-STAINLESS STEEL TIRE 302)(1 CLAMP Oil 12"PIPE AND SMALLER)(2 CLAMPS ON 15"PIPE `\\\\\\ AND LARGER) tiE T 1 1 • DF 1 • - ox.; !N iI.- 4infa.lr •'•,T.. / NOAH S.SHAFFER 5 SECTION"A—A" • 1DT122 a i NOTF S- +1111\ 'P. 1. MINIMUM DROP FROM INLET TO OUTLET OF MANHOLE IS 0 1 FEET AN0 MAXIMUM DROP IS 2 5 FEET,UNLESS I SPECIAL APPROVAL IS OBTAINED FROM THE CI,OF ROUND ROCK. i 2 INVERT CHANNELS TO BE CONSTRUCTED FOR SMOOTH FLOW WITH NO OBSTRUCTIONS 3 SPILLWAYS SHALL BE CONSTRUCTED BETWEEN PIPES WITH DIFFERENT INVERT ELEVATIONS PROVIDING FOR SMOOTH FLOW. NO. REVISICH OF RATE W 4. CHANNELS FOR FUTURE CONSTRUCTIONS,SHALL BE CONSTRUCTED WITH PIPE EXTENDING 3'BEYOND EXTERIOR OF �. C wa;r carrel 1 MANHOLE WALL,WITH GLUED PLUG. HALF'F` aawlRlx-Ex .. 5. SLOPE MANHOLE BENCH AT 2.1 SLOPE FROM MANHOLE WALL TO CHANNEL. �* uq�i%;n«.vruH- 6. INVERT CHANNEL SHALL BE A MINIARJM OF 1/2 THE DIAMETER OF THE LARGEST PIPE OR FOUR INCHES(4')DEEP ■ RECORD SIUr$D COPY CITY OF ROUND ROCK DRAWING R WW 1DN0 RECORD SIGNED COPY CITY OF ROUND ROCK „.,I_„ TEXpa Department of Treneportot l oil 1 ON FILE AT PUBLIC WORKS ON FILE AT PUBLIC WORKS DRAWING ND' ®2D1B APPROVED APPROVED FLEXIBLE "SEAL BOOT" RESILIENT1:11 04 07 0CI T,OF ROW.ROC,Tx DATE DATE WASTEWATER FLOW PATTERNS DOR ENTERPRISE DRIVE i -THE ARCHITECT+EHOEER ASSURES CONNECTOR DETAIL i THE ARCHITECT ENOBAER ASSLAES ..4.:.'�.;:',`:"`RDI.+:p ROrX.TX Tfi66J MSRONSfiAITY FOR THE AVRRDRmATE RED,rsieu,r FDR TNc ARRRaARRATE FOR INVERT CHANNELS DETAIL USE 0,TIAS DETML SNOT TO SCALD USE OF TNIS cu..IH01 r0 SCALES RM 620 WASTEWATER DETAILS : g SCALE:N/A SHEET 4 OF R A...m,ER I,, SIM,11EN.MO MAECT u1 FVFAF cAxxxvw.GJ TEXAS xXX xX IxXIXX RM 620 N°415T, CpnsT I[oneximie1 C..Ar aAs x. A A.EP S WILLIAMSON 0683 o 01 56 L 5'P.U.E. .I 10'(NORMAL) I 7, ORB, h( .•,SIEIF.W.SR•::• UTT R. 6"THREADED CAP tn.v�ri.;.rtrvsv.'.iw [1 ZEE ii�v MINIMUM 24",MAXIMUM 3fi ABOVE FINISHED GRADE (ADJUSTMENT TO FINISHED GRADE .--r-A IUI I - - - �li�= ■ SHALL OCCUR PRIOR 10 ACCEPTANCE OR ISSUANCE OF CERTIFICATE OF OCCUPANCi) A 6'FEMALE ADAPTER iv 17: ® FOR THREADED CAP # COMMON 2' �', LOT LINE iI PLAN VIEW R k 6"STRAIGHT PIECE 5'TO 6'NORMAL. LESS THAN 4'REQUIRES SPECIFIC ELEVATIONS ON PLANS MID ACCEPTANCE BY THE CITY ENGINEER IF CROSSRIG WATER MAN,WASTEWATER SE.nV SHALL CLEAR WATER MAIN BY 18".LOTS 6"TEE WYE STEEPLY GP.ADED AWAY FROM L MAY RECUIRE DEEPEP 5ERVICE.SEE r-6"CAP 8 ? / PLANS FOR SPECIFIC SERVICE ELEVATIONS FOR SAID LOTS /17 MINIMUM iR / o / FLOW 'a-. fiI / , 1jA"/FT 6"WASTEWATER SERVICE LINE MI.N =`1,c.1A�j�:1�t�/,/ ', �ASFITTINGS AS REWIRED, i„�" A. 411Y+a.I1 PER DETAIL WW-14 f. NOAH S.SUFFER f, WATER MAITN(SIZE AND PROFILE VIEW 107 722 ;�� S LOCATION VARY) ,I 1 t1\` f.=� TEE WYE-\ �' tO SLOPE Ott(1/8"/FT)MINIMUM-10%MAXIMUM ' `^ I H19 NOTES ma.l vEvnlax Br arc v (-�`"/ 1. ALL PIPE TO BE SOF,"6. ■-■ T, �yIF 'q-�-y L WASTEWATER SERVICE LINE WASTEWATER MAIN(SIZE J 2 ALL FITTINGS 70 BE SCR 35 SOLVENT WELD FITi'INGS. �� HALFF YF AND LOCATION VARY) : � 1I...gte JO I- SECTION"A-A" RECORD SIGNED GOPY DRAWING NO RECORD SIGNED COPY DRAWING M0: iexae Department AR 000RWortARYoiR ON FKE AT PUBLIC WORKS CITY OF ROUND ROCK ww_1Y DN FILE AT PUBLIC WORK$ CITY OF ROUND ROCK WW_14 �079 APPROVED APPROVED o4-oi-w 12-01-10 WASTEWATER SERVICE DATE WASTEWATER SERVICE DETAIL Ei iv DE PWHO POCK,tx THE 4rCniEC1 DATE IEEP n55UUE5 DATE 20pP ENTEPPPI SE OPIVE P THE ARCHITE ECP TIE 4PPPSpPIAtE THE ARCNIECT,EHCaEEP•SSLMES CLEAN-OUT DETAIL Iragard T..:� �F,vs.POUIp ROCt,ix iB�6i uSE cr I DETWL INDT tD scuu USE OTHS'°°"THE TO7C: (NON-PAVED SURFACES) RM 620 USE OF THrs E,=iy,.uqT rD sc.LEI WASTEWATER DETAILS fi a SCALE:NIA SHEET 5 CA.8 ROJECT NO. ITIppt § .w GJ C 7EXASII XXX XX P444fttt1X1XXX RM 620 2 ND PIST. tdMn rorrI+lI 1 W rite a..H.e,EP eU5 HILL IAMSCt1 U66} 01 56 L IN AFEAS NOT TO BE SAW CUT SAW CUT FINISHED GROUND —PAVED,PROVIDE 4"TOPSOIL (SEE NOTE d2) SURFACE PATCH:H.M A.C. COMPACTED SELECT BACKFILL / (SEE NOTE dtl EXISTING AND PEVEGETATE ` / FOISTING MA TERIAL ASPHALT '� V f IL !•mszs�I7I/.�7�/ v ,r\� ,. �r, .. V//` l` I PRIMA - FILTER FABRIC yr/ / / l \ 1`/' \ 1 COAT . I JJJ,,, # / SEE NOTE#1 BELOW '� OMPACTED FLEXIBLE BASE a SZ s BACKFILL SHALL BE CEMENT ,i ��MATERIAL,MATCHING EXISTING /9' , STABIUZEO FLEXIBLE BASE, I / ///� f CONTROLLED LOW STRENGTH— / BASE MATERIAL �' HATERS BACONC TE ,, P' CLASS,I CONCRETE '` I ./ PIPE i STABILIZED SAND OR _r-.--"I^ '``� I SHALL BE BEDDING TExAS CIRUSHED R GRANULAR MATERIAL WITH .. x NO GREATER THAN 1 1/2" - STOVE 3/8"FOR 1/2"D ROCK MAXIMUM SIZE 4'MINIMUM rONCRETE '�` -III ABOVE TOP OF PIPE MINIMUM OF(3)I/2"HOLES i DRILLED THROUGH MANHOLE o J I WALL TO ALLOW MooTUPE TD DRAIN(TYP) IIIIII?.. ` w,m CENTER PIPE y, IN'(REtICH INSTALL PLUG AT ENO OF LINES,\ . // , PLUG SHALL BE ADEDUATE TO SEAL LINE UNTIL CONCRETE IS PIPE O.D.+12'MIN. _ t\\\\ SET-UP. PLUG TO BE APPROVED BY CONSTRUCTIONINSPECTOR PIPE 0.D +24"MAX WSJ' tI.T F.,.. :: cll'i dt,,.. 4ilT+a.H NOTES: % N04H 5.SNIFFER 107722 ' 1. KVA.,.THICKNESS SHALL MATCH EXISTING ASPHALT THICKNESS AND NO LESS THAN 2'. ,0 2. THE CONTRACTOR SHALL SAW CUT.REMOVE AND REPLACE EXISTING PAVEMENT ARID FLEXIBLE BASE A MINIMUM d d 9",''T+,.CE11....f¢`,, ON TES OF 6"BEIOND EITHER THE EDGE OF THE WASTEWATER LINE TRENCH OR THE POINT WHERE EXISTING PAVEMENT d11;NIANAL S IS DAMAGED DUE TO TRENCHING OPERATIONS,WHICHEVER IS GREATER FINISHED PATCH SHALL BE HEAT AND yR, UNIFORM eY 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 Ex15TINE PAVEMENT,AND SURFACE PATCH SHALL 7r 2 IF LINE WHICH IS TO IEXT MANED IN PLACE,EXTENDS UNDER EXISTING OR PROPOSED STRUCTURE,THEN THE NOT BE PAID FOR SEPARATELY. COSTS FOR THESE ITEMS SHALL BE INCLUDED Ill UNIT PRLCE BID FOR 7X° ENTIRE LINE TO THE NEXT NANHOLE$HALL BE GROUTED OR TLIrL FILLED. WASTEWATER PIPE. 3. IF UNE 15 NOT LOCATED UTIDEP.A STRUCTURE.ABANDON Ex15TIPIG LINE IN PLACE Bf PLUGGING BOTH ENDS OF 4 THE CONTRACTOR SHALL PROVIDE STEEL PLATES TO SPAN THE TRENCH AS NECESSARY OR TO ALLOW BACKFILL LINE Al.GROUTING AROUND PLUGS. TO CURE.SUCH PLATES SHALL BE SUITABLE FOP VEHICLE PASSAGE OVER THE TRENCH AND SHALL BE ra' PEYISIRN BY PAM 1 a THE CONTRACTOR.IS TO RECORD AND CERTIFY QUANTITIES OF GROUT OR SLURRY PUMPED. OUAt7TES MUST BE SATISFACTEALY ANCHORED DI PLACE COSTS FOR THIS ITEM SHALL BE INCLUDED IN UNIT PRICE BID FOR A MINIMUM OF 90%OF CALCULATED ExiSTING VO:D CAPACITY. WASTEWATER PIPE °snu`a,"amiss"' a5 ALL TRENCHING AND TRENCH SAFETY SHALL COMPLY WITH APPLICABLE FEDERAL,STATE AND LOCAL REGULATIONS. �� HALFF T=*I's�at•A;':�t ts� 4 Av Nu,...,.,:. v RECORD SIGt$O COPY DRAWING NO RECORD SIGNED COPY Ot!FILE AT PUBLIC WORK$ CITY OF ROUND ROCK WW_,5ON FILE AT PUBLIC WORKS CITY OF ROUND ROCK DRAWING 7N0: UARIA Taxas DRDH RTFROT or iraaepTKTARIoil APPROVED i 04-01-10 .._.._.._...._..__._ APPROVED DATE WASTEWATER MANHOLE 04-01-09 WASTEWATER LINE BEDDING AND nT�OF Rau:,D POCK.Ix DATE :.A1F,,,T 2000 ENTERPWI SE ORIYE TKE MCHTECiIENCREEP ASSU4E ABANDONMENT DETAIL T.PRCWIECT ENCR+EER ss.,,Es PAVEMENT REPAIR DETAIL Rau.ROCx, ,TM u u5� THIS OTNLtI�iroi io sciict RESPONSaUTY FOR THE SFPROPPATE (EXISTING PAVED SURFACE) MSE OF THS CET..)NOT TO SCALE) - RM 620 WASTEWATER DETAILS + SCALE:NSA SHEET 6 OF B iv D..'4+....Mi;k.ST,TE I I'EMIL.t0 PROACT Kn. "I�GJ I TEXAS xxx xx Lxxlxx RLJ 620 ND OUT. Main' Iwx�Rgi.WOH S„�,C 9 _, L TroRRPm EP AUS NLLLIAMSON 0683 DI Io56 V.I, I4-I1 110N-PAVED SURFACE: , O. PROPOSED PAVED SURFACE, j Y (A)PROVIDE 6.OF TOPSOP- SUBGRAOE PREP,FL efl BASE ;`:'/ CAST RCN BOOT AND COVER,4S VANUFAGTUREO at Nf0 REYEGETpiE / 4N0 H.MAC.PER PAVEMENT PLANS. ` CAST CN CORPORATION.OR APPROVED EQUALNUFAC RE UNDEF SEPNUIE PAC{EOUNE HE BOOT SHALL BE LARGE ENOUGH TO ACCOMMODATE (87 PRONOE COMPACTED H � •• / (SEE SPEC.REM 510) PRODUCTS.PICDFPORAIED,OR APPROVED EQUAL ...2e GuA \ (d ABOVE TOP OF CURB.WHERE APPLICABLE) I _& '�;\\�//�;\�y �� SECrDN MEW A"SPACE EA V71• BED PRECAST CDISRETE VAULT DN FLOMAIIC MOREL 408 BALL CHECK VALVE i'1 ,' 3/4'WASHED POCP GRAVEL OR (SEE NOTE#4) 6"THREADED CAP--/ CONCRETE(ttPKM) =�= MELRF CFVSNCO STONE ry L._- PPCNOE COMPACTED B.CPHLL IN ACCEPTABLE TO THE CRY Of 6'FEMALE PDAPTER � SITU TRENCH NA}ERNE FREE OF RGUNp AOCx I, 'A'Pt; ''// �ROCx AND CLODS GREATER THAN 4 y FOR THREADED CAP J g a COMPACTED NI 6"LIRS.TO BS'h _ —J. z \'C (SEE SPEC ITEM 310) 'F 'Y�\ '�\ 6•STRAg11T i ' `,I �I4 ' \''','*',1 p, `/ �� .iSJ PIE;.[ li AJL `.• UNDISTURBED EPRM J ;, �� J / Y. / N ( ' 6"TEE WYE. m `I PIPE BEDDING Si01K aFMLL BT. /.-J ( 4 r) S� � Ne�lNl P: /\/t TExAS CRUSHED STOIK J/B•F { SEE NOTE 1 JM IS OR 1 I- it r- } ;2 O ROCK • I FLOW i d ��)ri/ y r� FILL ARWND PIPE WITH J I 12- Q Ci !�•' ��t Y NCH-HRINK,HICn 12- yI PA. _+__.R-i,• CENTER PIPE IN TRENCH STRErWtn GPDU/ ill LON (YNI) Y �'�'� I / F1 2'-0•UNLESS 6'WASTEWATER SERVICE LINE NOTED'VHERWISE %/ mil—41.Irk O7.ti�1 Temt (SEE D AND L'.ir_iI.:s:il_r':r.`.'+'i PRCf0.E DRAWINGS) g �v�A^v$",,,..�v PROFILE MEW n PIPE OD A.,ATM 1 PIPE 0.0,♦24•MAY I AIP VENT PWE M eE 4-DIP,CLASS 5}rA'RN+GEO CONNETIONS. 2 ALL iIRINOS i0 BE 150 PSiG RAtEO S Nrvi/AWRA C110/A21 10. ..AM VEIIi r mSER SHALL BE 7.-IN,0 TO A MWRAUM DEPTH Ft10M GRWTq SURFACE AS P'"E. PREFERABLY LOCATED rl THE VENT OPENING C HALL DE CONE. T}(IffS; 4 MWNUM ELCM110N AT THE VEHt OPEfxNG SHALL BE t FOOT(1'-07 ABOVE THE ULTIMATE IW YEAR R000 8yT• PLAIN ELEVATION. IF ELEVAPON CF VENT OREM.IS LESS YAWN 1 FOOT(1.-O7 ABOVE THE ULTIMATE 1W YEAR 1.All PALE TO RE SCR 76 RD00 PEAR EI.EVAigll,A FLDMATC NODEL 408.OAPs IIIAS BALL CHECK VALVE.DA APPROV[0 EQWL WITX 2 ,All FITTINGS i0 BE SDR]5 SOLVENT WELD FITTINGS FLGTING tYPE&LIE.SHALL BE INSTALED AT OLZ TURNED OPEIPNG OF VENT A 13 N£SX JTH STAR1LE55 ALL TRENCH:.MD TRENCH SAFETY SHALL MARY WITH APPICABLE FEDERAL,STATE AHO LOCAL REGULATION v STEEL INSECT SCREEN SHALL 8E PLACED IN THE OPENED. RECOPD SIq�IEO COPY DRAWING NO, RECORD SIGISD COPY ql F0.E Ai PUDIq WORxS CITY OF ROUND ROCK „R,,,-18 DN FRE Ai RUBLIC WORxS CITY OF ROUND ROCK DPAWIIJG051O•, ONNOV fk[ATR qC ORALS CITY OF ROUND ROCK DRAWING NO: APPROVED APPROVED APPROVED YIVI-IS oaATE WASTEWATER LINE BEDDING AND 040+10 MANHOLE VENT FOR BELOW n•01-10 WASTEWATER SERVICE j DATE SURFACE REPAID. DETAIL DATE GROUND INSTALLATION _ DATE CLEAN-OUT DETAL ,�Jr/� xx..Elf1EKMEe AAWFA I iM A041.Ac,F.mvpFA Asswes 1H;aMTF[t•FKMEEA 1PSMES *�µTp P ,� (NON-PAVED&PROPOSED PAVED SURFACE) /// � **;�+pF*EI DETAIL (DEVELOPED AREAS) Ps.PoLTgµ}�»AaH. (PAVED SURFACES) MK IV I V HP• PEWS. BY PATE 1 la HALFFP ;;;; '-rnu 02o1B Texas Department of Troneportat)oR 4Te"`s CI LY aF POW1p POCF•ix 2DOB ENTERPRISE DPIVE "D`\"1 �T9.tt,,,,,,,�..PgAq ROCA,Tz TB664 Ii�`r••�.t•......4�,., t}Isje.I, RM 620 Ti WASTEWATER DETAILS 5 •NOAH S.SHAFFER � • 107722 T SCALE:N/A SHEET T OF B. �iRi ONiN,� —v.a-R ig,m.sun IrLMU 110 mum'HI. 11,011 y ,14 \\` y.a1 TEXAS] Yx RAI ND PIP, C.P. l".21".5ie e cnF.n,EPPUS"RILLIAASCI DEB3 Ot 1056 L T. ..e.x.N.am.m:e7EF:x• _ ;�M.M1,rows:M,R. z;°,»=x...wm.. .......a �,.x mxn.° ...m...r b m»Y] Pv rtar„mcem.aA.,,m xavh tlb.Ym. pal.>w npam a.xr aamy.•xa IFem • m x SMI dn,Nva 4,rma4tl ew.waalnwwa, * .rn t rSn mugm xMhni Mmma:EZw.°"b"YwxTM IIIaim ° utrbr<=ane nn a,a=nw mx Nw _ — a Hm,mp.ammmmb arwrt.Nd nraY,mbe. Ye m ms ati r.2 ' Tm+°,m ?.:7 mw>-a.mx}»aM.am..ma eNmn I]Tu u N axw a r. 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Mavmn]R.ua+.N=Yul, aaaw,ml,x, w na mlvuaYwa]la,: E ENEERRRISE Mr 1 �rwmnY� 1:r2:::•,:gt:.Rq„,0 ROCF,TY tdfidr lel ma:}nr,nm m..IMmnlrmvr>.mmxm IS Ae„vllAMm kYNMmmeNa•artetl en req...dw T.431,.8 P M14�H¢IIAL Ca]tli11UC1fON NOTEe AgeT EE RKLeeE0 INl 1RE Cf1xeTRRCTICH mnm•.ee•a lO pdpro pm Y=A Jumvd pm rrvle tliMe puN (.1 ... mum Rxa• apY.t rOEa TDliffeexTPACTOPYee AlLsuerox]P 4", p"b sn:""'•m,m,..,.a..>a x.,.wramaN r-I tl ma wl M.NRII.Ya•....la,e,,pYYm>srYp.:'eywr"r`eI"'w,ll1'vm�t' RM 620 .,,�W.;:rbd tl•m.9xmnx, r R,alnnmx.>xprmvr,.u•nlMma.er..tmvlb Ywy.Y• x.,.y.apr«ar•av Tax..wn....mm.n.mr P{e.ltl.R,aNer.l,al:x,IdemFe,emeeN afm n.ellm rmxe ,I MNwtIR Tw:rp ,,._rrP„�.r„ ,,..w�.. m. 4 WASTEWATER DETAILS SCALE:M:A SNEET 8 Or 8 =,,..mr_Ir",'^;sn]E r o<n_a ..., ,rlt- c • LJ TExeS�rxxx YX IXX 1=Xr pM 820 .... ]10..Sr. rani, Icbr•m.,Iete„ck w I ,t, mint."ER AL,, RILL IAM60N 0687 0,105ti 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. o -111(11 CL.- 6.v .(ci 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 tO__ 7 e -. (,.V •(ci Initial Date t Initial Date TxDOT Utility revs Aroepanaxar at naasportatlon Form ROW-U-CLEARANCE (Rev.06/12) 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: Deepwood 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 ep esent i e 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) E__ /Ho C' - ,,. • `Cj Initial Date Initial Date TxDOT Utility STATEMENT COVERING UTILITY CONSTRUCTION CONTRACT WORK Form ROW-U-48 7ix�s (Rev.3/19) ,tnr:lof 7rio ptxdahon (AS APPEARING IN ESTIMATE) Pagel oft U-Number: 14697 ROW CSJ Number: 0683-01-092 District: Austin County: Williamson Highway No.: RM 620 Federal Project No.: STP 1602(235) I, tLtU 1/iX2ij t4 'llittl 10- ,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 El 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. ® 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. ® 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. In 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). El 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. ,./t'q , (61 Signature Date lv ` OfM Title I. J * 48* O ROW-U-48-1 (09/18) Page 1of2 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 2of2 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: 4:(9_ G- io•21-• (t Initial Date Initial Date TxDOT Utility ___ai(Pr- Utility Installation Request (Rerm202 PERMIT NUMBER I Page 1 of of re= Ant sporty GLOBAL POSITIONING SYSTEM COORDINATES(GPS) NORTH AMERICAN DATUM 1983,(1993 ADJUSTMENT) IN DECIMAL DEGREES(DD) LATITUDE(DD) LONGITUDE(DD) BEGIN 30*30'45.55" 97*42'06.14" END 30*30'35.38" 97*41112.20 To the Texas Transportation Commission c/o District Engineer Texas Department of Transportation Date 03/26/19 Austin ,Texas Formal notice is hereby given that the City of Round Rock proposes to place a water and wastewater line within the right of way of RM 620 ,RM 460+00 ,Displ. 94'LT ,to RM 506+50 Displ. 85'RT in Williamson County Texas, MNT Sec. No. as follows: (give location, length, general design,etc. Use additional sheet as needed) Install approximately 2,850 ft.of 8-in water,680 If of 12-in water,2,450 If of 8-in wastewater and 300 If of 12-in wastewater. Approximately,500 If of waterline will be installed under pavement across the highway,with the remainder installed parallel to the ROW. Approx.1501f of WW line will be installed by bore under the highway. We will construct and maintain the line on the highway right of way as shown on the attached drawing and in accordance with the rules, regulations and policies of the Texas Department of Transportation (TxDOT), and all governing laws, including, but not limited to, the "Texas Engineering Practice Act," "Federal Clean Water Act," the "National Endangered Species Act,""Americans with Disabilities Act,"and the"Federal Historic Preservation Act." Upon request by TxDOT at any time, we will submit to TxDOT proof of compliance with all governing laws, rules and regulations before commencement of construction. Plans shall include the design, proposed location, vertical elevations, and horizontal alignments of the facility based on the department's survey datum, the relationship to existing highway facilities and the right of way line, traffic safety and access procedures, and location of existing utilities that may be affected by the proposed utility facility. The location and description of the proposed line and appurtenances is more fully shown by a complete set of drawings attached to this Utility Installation Request(Request). We will give plans to TxDOT for each future proposed modification or expansion to our facility and TxDOT will have 30 days to review and approve the plans prior to commencement of the work. A new Request may be required as a condition of approval. Our organization will use Best Management Practices to minimize erosion and sedimentation resulting from the proposed installation, and we will revegetate the project area as indicated under "Revegetation Special Provisions." We will also ensure that traffic control measures complying with applicable portions of the Texas Manual of Uniform Traffic Control Devices will be installed and maintained for the duration of this installation. When installing, modifying or maintaining our utility on controlled access facilities, we shall conform to the Texas Transportation Code, Title 6 Roadways, Chapter 203, Subchapter C, Control of Access, §203.031 (http://www.statutes. legis.state.tx.us/). We shall limit access for servicing this installation to access via (a) frontage roads where provided, (b) nearby or adjacent public roads or streets, (c) trails along or near the highway right of way lines, connecting only to an intersecting road;from any one or all of which entry may be made to the outer portion of the highway right of way for normal service and maintenance operations. Our rights of access to the through traffic roadways and ramps shall be subject to the same rules and regulations that apply to the general public. It is expressly understood that TxDOT does not purport hereby to grant any right, claim, title or easement in or upon highway right of way.TxDOT may require us to relocate this line, subject to the provisions of governing laws, by giving us at least 30 days written notice. We understand a new Request will be required for the relocation. We will notify TxDOT prior to commencement of any operation which requires pruning of trees so that TxDOT may provide specifications to govern performance of work, including trimming, topping, tree balance, type of cuts, painting cuts and clean up. We understand that these specifications are intended to preserve TxDOT's considerable investment in highway beautification plantings and by reducing damage due to trimming and to protect known endangered species. Our installation shall not damage any part of the roadway structure or associated appurtenances. We will make adequate provisions to cause minimum inconveniences to the traveling public and adjacent property owners. We will not open-cut driveways or intersecting roadways without specific written permission from the owner. Following approval,we will begin construction on or after 06/17/19 Month/Day/Year Form 1082 (Rev.03109) Page 2of2 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 TxDOT,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 requestor below, I certify that I 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: nature: 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 _II& Cfr.--' Gil'A la 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 Eligibility Ratio Eligibility is established at 53.57°"° % 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 • 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% Along Roadway (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 I Non-Reimbursable I Reimbursable I TOTAL I 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 I Non-Reimbursable I Reimbursable I TOTAL I Eligibility% 8"Water Line 283.80 0.00 283.80 TOTAL Eligiblity RATIOS I Non-Reimbursable I Reimbursable I TOTAL I Eligibility% 8"Water Line 975.60 2,029.20 3,004.80 67.53% 12"Water Line - 531 531 100.00% 16"Water Line 90 145 235 61.64% Waste Water Line 2,152 1,007 3,160 31.88% 3217.80 3712.20 6930.00 53.57% Eligibility Ratio: 53.57% City of RR Eligibility-Water WW composite calculation.xlsx Measurements 1 inch=60 feet Reimbursable[R] I Non-Reimbursable[NR]I sheet# 1 2 3 4 5 6 7 Totals(inches) Along Roadway NR R NR R NR R SR R NR R NR R NR R SR R NR R NR R FOR R NR R NR R SR, R NR R SR R NR R SR R 8"WaterLine 501 1160 315 1001 075 092 215 284 160 766 3037 12"Water Line 885 000 885 0 00 0 00 6"W1N 4 41 9 47 3 97 1 18 6 20 126 16 85 9 64 12"WW 164 15.16 7 09 23 89 0 00 'Oa.Way rossings NR R FIR R NR R NR R NR R NR R NR R NR R NR R NR R NR R SR R NR R SR R NR R NR R FIR R NR R 8"Water Line 2 61 2.25 2 61 2 25 16"waterline 150 241 1.50 241 000 000 6"WW 227 227 000 000 000 0 00 0 00 Side Streets NR R NR R NR R NR R SR R NR R SR R FIR R NR R SR R SR R SR R NR, R NR R SR R NR R SR R SR R 6"Water Line 2 77 2 77 0 00 8"Water Lme 194 194 000 000 000 sheet# 1 2 3 4 : 5 6 7 Totals(feet) Alan.Roadwa NR R NR R NR R NR R NR R NR R NR R NR R NR R SR R NR R SR R NR R. NR R NR R NR R NR R NR R 8"Water Line 0 301 0 696 189 601 45 0 55 129 0 0 170 96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 459 6 1822 2 12"Water Line 0 531 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 5310 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 00 6"WW 0 265 568 238 0 0 0 0 0 0 71 0 372 76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10110 578 4 12"WW 0 0 98 0 910 0 425 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1433 4 0 0 'oa.way rossings FIR R NR R NR R NR R NR R NOR R SR R NR R NR R NR R NR R NR R SR R SR R NR R NR R NR R NR R 8"Water Line 0 0 0 0 0 0 157 135 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1566 1350 16"water line 0 0 0 0 0 0 0 0 0 0 0 0 90 145 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 90 0 144 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 6"WIN 0 0 0 0 136 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 136 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 ide trees NR R SR R SR R NR R NR R NR R NR R NR R NR R. NR R NR R SR R NR R NR R NR R NR R NR R NR R 6"Water Line 0 0 0 0 0 0 0 0 0 0 166 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1662 00 8"Water Line 0 0 0 0 0 0 0 0 0 0 116 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1164 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 00 TOTAL LINEAR FEET 0 1096 667 934 1235 601 627 135 55 129 353 0 632 316 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3569.4 3211,2 ��Ifr \1 CoRR Utility-Easement 11,Y Vol 2699 PG 609 ttt+ i I aaLFi \ N , II ' /T , y w 460+ 0 2 �' I • —i_i� �-_� 465+p0 l u — i +at t I.. :I -i- - ;� 20 Wide PUE - --.-- , , i , :� L S 247 I tLl kjf`, I I 204 LF W =•;11 i 361 LF WW h- ECEND } i? 1 @ TEST HQE ' = _�_� i k+a u¢ . .w "IA' FM O MORE BEGAN ON MY IT.2011 AM WS CONLETED JAY 11. . • : BOIL B1$TA�SJS�OWT6 IXATIp6 AO TO EXISTING - .. 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COILNYIF/A,LS�S�OCNT6 E%PBESSLY C6MA6 IIT II�SPONSIDYTO�J(67 UT S1AAFIEA JULT 10.201 ThH5 OR 0.66TE&MS _-—... .................- R6TTENSTER L.T. ALL Y QUALITY IS DUE TO OtY LEVEL wawa. s,'';'C TION S1ONN I.6N 6 TAKAN FROM AV.ABLE UR1TY ---- --�— RECiitC L. 51. GVENEr',LTi.!Tl L. LEVEL IV IFORWiION OBTANED THROUGi T1E APPIJCATV OF PROWSm UTILITY L. ME EXISTEKE APPROPRATE SIRFA[E 0EW1i'SCAL IR-TII005 1O OETFIDYE •--ram MLITT LNE LINE TO BE AIm APPAIXNATE 1ORRONTAL POSTER Of 0 15 30 AS 60 "PEJ 2 rELifK'E Y..O:S'.Y. .G•GAS i._'rf E:T.-!ti LEV..C' DEPETED/MORO.TO RECORD NFORYAHN Ate IXMSiNO WME 1.0' wl j ZT.:,?¢ AVK'E G' ML TE:E?l10�4 CAf.3 ET `+mow CAR NI-anU'LE ASSOCNED 11MY STRIKTWfvT. NO ElECTTRONC tFOR14TDN WAS OBTANED 1 2 T'EFFwN[PJ 'ER PT,P..POLEPP/RQ PoVET POLE ViR6En UViNERSUP LEGEND. OVNER, CUE CT PRONE LEVEL'p OFPETED CCORLBI.TO RELBIm WTIRNATiG1. WTFO L.SQET ARE FROM ROOT AV.LEAOLE OTC000S. ® L.F. h' CAN FP [ANTRA PGLE .... .,,....... -...:r: I em ELECTR0IEC tFON1uTON NAS OBTANED. Mx •° UTILITY LAYOUT PLAN ER ELECTRIC MY FSFTOURS MT...MT...NOTED.UTRI.ITY I.LOFT5 DEPICTED REPRESENT HELD Em Of ELECT.MYER OYRm T LOOS Alm NOT EAU POINTS OF UR1TF3. FROM DEEPWOOD DR.TO IH-75 LP�e LkN!POLE%� M ITT...ATOM LASE.LEV.TOR U'S CMI.1 FROM F1.511ED ®TRANSWS5.1 10V. - '. , , MN I FOAWTON WY NOT RE...CHUTE OR RfLNBE NAIFi } V.t Ye T't TR1215 El ECTR,C IR:IISFORYER 5E ,M ♦5 1 5 IXPRES.AY O%...T FOR TIE CY qi HALFF p$$OC'1 HNC, CITY OF ROUND ROCK �OF 1J1R.17T IFMWTON QPR.'1Eb ACCOREBC TO 5. FJIGWEERS-SUNYf`YOR`.i SGEUE'rES .pEf'"t S T,,.,�. PRELR/ Y-FOR TINT iu REVI ONLY ROUND ROCK/WILLIAMSON COUNTY,TEXAS A'L N E RLTIT ass ac ATON TE ROADIAY AM R011 FLES HERE PflOVOED TO RLLFF BY OTIfl15 AND Hi . V.T'H f1! E LTT.EAU PGNi =K iY M R^aa.0 EGGS .LTF BE,5,:, 512 T,M61 mlE m se FOR Rw TRAFFIC GLY. ti Y. .N� HALFF YVYNO RASTCNATER NANs(LL ARet AEANODEED UTRITY .. ^.:;. NAR y.- ?: 1 4'I STORY sew.row TRAFF'T SEW1..ARE N MM.UPPR TRAFFIC PLANS hrYI�MWer[ r: CT"... ASTER 1.R CLEmi C5T as,,..ITTOUAL ITT 9C A,.:I;) AT1N'_EVEG MYiTN FEREZ 512 4.5425 AND ALL ASSOCLITED APPURTOYNR.3 ARE NOT ROM ON THESE PLANS 1M wrY w y,r„rr.Ha TBPF F•iT'j Yfi,r, tFT tOai.O�p�Um�ITmy�p ELECTRIC. _ONCOR ELECTRIC OELNERV 051FIaUTON1 ROSAtAL MM.251-T54-OT51 1KSTEMATER FLO'ALNE IFORWTON MINN HERM ME BASED CH FIELD N..p M 11 f_ NA, VENT Pe'G .I I.TO BE ELECTRIC., •CeEOR ELECTRO DWYER.?RMGKS;.a CHAT SNOW 5I7-215-6262 .0 0EP1).m0 SI..L BE 0EdE0 APPM%WTE. Ryan O.LBrie 95767 12nnol8 �+ �.. .. w1Y RNO FC[ ,a ;'''..A, A 1 spy OVERHEAD IlTLRES ELECTRCff") •LCRA RRY121a;SON) ROT LN.L/RGI 512iib.KO �TOYFlOME PAR SOF3 SHORN HEREON ARE HORN FOR REFERENCE PUIIPO'SE5 TA^Y or Fr.RSY n' AeMY tlAIR• �pp� V.�, m0 !N.. �m CONTROL P.D. n cttRO.L =TROOT 2 4. 0 1 I ! .n '. rT N 1 -__ -�. D �195+00 I �-- — — W Z CO V 490+00 r.".z., _____:i.' + - , _ _ r O ,� __-mod, — - -- — -- �� 0 1 � „ T '�'` }fir ill 1 ` 11 ' t11 11 i 1 '^ "_`�b'.s.a: jw," -� 2 I 1 Q C 1_ = 1 \ \ \ .._......... �_� Ei:Ei.Y':-- F ELD eORS BECAN ON MT IT.MAI MO MS COMPLETED MT! N %'A3,E::;c�;�P•_-�_ LIM HAUT STT TES tams. �7Dla ADJa lO O NEW ::IL--; Kl/ ......-_.. RITE E E; VtEJTFS AFTEP JAY 10.201t. ——- - WASTEMATER i 4E ALL UTILITY WORMIER NDIE a DEPICTED TO 4MLR 9 Y LEVEL 'LIMBS - - FIR.,NAN —- =:: CJC TR LN 5 INFORMATION SIOM WREN a TAKEN FROM AVN/4LE UTILITY RECMOSI Dvf_84 O LRCM(LPC LEVEL 9' NFOMNTm11 08TAEIm TMOII6N THE MPt1C5TI0N 0. PRgOSm UI1.2 LNE APP E.TEE SIM A GEMNAIGAL NT TO LOON F yam+'-.'-'- UTILITY L!E TO BE FEMUREO TE EIOSTENCE MO YIflOA•MTE HORIZONTAL POSRON OF 0 IS 30 15 60 UILRT LSE i0 BE REMOVED 1lfL(iIES. •'184 1) TF UHL.Lx•Li.K UT STa11.3: LEVEL Y• lED ACCOROBL'TO RECD.E.FOWYl10N Me EMT. SCALE.1•+i0' u4( TLF17^Ic 4ANK E CTS•GAS i� pFp1C 3^, E,EpthE G.Ot,E .Vh]CAS NAuiICLE elm TNIN 5 J' T fP�GNE Pel'G'EA PP PoWER POLE MIMEO Q TE,,,,,NA•6!!IX PP./ PCNER POLE rfp1SER OWNERSHP LEGEHDI OWNERS CONTACT PRDNE/ LEVEL.SP rICZET ACCORDING TO RECORD NFCMLA OM LP W "PNOPE P1-..£ CM PP CAMERA PGLE iE'Ei'•^}«i - ii' _ -� _.,�• ND FIECTRONC E}'gINATON YAS OBTAYEO. NOTE.Li1E R+E$ARE FROM BEST AVAg,ABLE RECORDS. xe:kY,, EB ELECTRIC m UTILITY LAYOUT PLAN EY¢FLECiPK NET6t MESS OTHERWISE NOTED.UTILITY UE LASTS DEPICTED REPRESENT FIID �'T ;.,',.: ni= LP LKNT P. • OESIMIAINFORMATION S u NOT�LEYEi�r 7a DEWED FROM FEEOASF© RM 620 1 .,PA•+ 1FROM DEEPWOOD DR.TO IH-35 w s EN ®TRANTRASSRW TOWLR RECORDS.SIGN N'OPYADON MY NOT BE ACCURATE OR RELIABLE.NALFf ..1 Ir.:.WCT TRANS I]ELECTRIC TRNRFORNTA F ,`. MOP..EXPRESSLY DISCLAIMS FOR TIE ACCIMACY oR I CITY OF ROUND ROCK (_. W ,W RELIABILITY OF UTIUTT IFORNATON OFPLTm KCOROMC TO REDLAS. FNOW � v UM 00 60 D LT5 ffiS A fi'N r UiILRx'CONTBUATON "" THE RDADLAY un ROW EEFs WERE PRovnm TO xRLrr 9Y oTfERs Alm PRELMr+A F0�"iNTr:RIu Rave, t9iT ROUND ROCK/WILLIAMSON COUNTY.TEXAS N888R WILL RE I E LIT...,EM POR1i MASTSLATERo.20 8 L,.Y OF RCA2•1 RLYS ,.83 3 arl "fi itu A„ ME SNOWN FOR REFERENCE PIAPOSES OH.Y. e R Pr I.NTS.P.Pr nom0 WMTEWATER NE arm.ABANOLWm LITRITT f: +. •: ,t0,.. -L. ;t STORM 3CVER.TLDOT TRAFFIC stmt.mar UPRR sow. M1nFt,medr ��HALFF NAN0. Cs,! WASTEWATER CLEL DUT at S 4R LEVEL` ..n....' AiLGL E Ei.T NLitai'Ma 8::15 61.E AND ALL ASSOCIATED APPURnONN[FS ME NOT SNOM ON THESE PINS TP.V m�.a y ay.Isis ■4 LS LFT 6TAl',p1 :Tit OUKffY�lEEyyEE��0 ELECTRICE! -ONCOR ELECTRIC OEUVERY OMTP.9UfON1 FETAL.HARM.23A-1911,351 WASTEWATER FLMLNE IFORINTON SHOWN NEAEDN ME BASED CN FELD Ii4n M TRPE•f-3T� o WA6TEWATER VENT PL.E ITi t TO BE REMOVED EtELT=, (moo ELECTRC Dan.,aummsSIaO CURT SNOW NT-215-6_6: 1EJAOm.1.M.S..BE..ND.....tNATE Ryon 0.Lewis 9576T 12/3/2018 �/ aaW uYW wars PW10 nL Na ')1 O OAS tT.P. OVERIEAD UTLTIES E ECTpCF11 .LCPA RRMSNaSV1Ni PAT lLLP1CN 312iTTA16] Tau..PAN• SRDIRI HEREON ARE SHOWN FOR REFERENCE PURPOSES OM r FrS.1 ti .py� CYr CAS VKw_ al G^NIfAL PONT ELECTROE]I =TVDOT OK7. T es1A NUR &VW E01 r•q mO U.. oR . MA ICI !TA 497+ kP-9� / / t'1,,,,• � r it �` \\\\\ 'A;. ( 7.,, r, ,...,,,r \ \ \ \ T: :\ \� PT 96+09 2� \''',' \ • • (y T out ..,'.7 o uT Oo/r -�\ 3 o yI ' t\ /\ A ..,./. , \\ ' \ ,,, . \\---1 \--1 ......- "..\ , \ g . \ . 'W • o T1;. �t I \ +oo SHEET 04 Ek�•A• IF14 IDRL`A. MAT CHL NE STA 493 65 PES NDLE .—___.... T IT.S X.:ISE .._ .. --•—•— F fR k'T :;s- FELD OOPS BEGAN CM NAY IT.2011 AND RAS COMPLETE)JULY 14 ' _.... ••••-••••— C:.O:.0;'i L.,;:::N COIL.HAVE A�yS,LSOLIATES PJIPRESSLY O6CLASa IRSPONSOIJiY MR.1 ........-... wAT E I. MTV TESINM,.A Y 10.SODA OAT1ANS OR/D.VSTYlNTS TO DOTING -...... �.• 116SiEVATER i_'•E ALL UTILITY FFORMATION HERE a DEPICTED TO OMIT/LEVEL SI'UNLESS -••,• -- f'�RC I::u3S a+. 0:11LN ae SATE). 0A5 E. SREELECTRIC PPE ..TRM SWAMHER.ISTAWFROM AVALABLE UTLT! MET..CRT/I:# PROPOSED OM,LNE LEVEL II, NFORWi7M 00TANm TINWBI THE APPIJCATDN OF .:.....''• i'//l UMJTY 1.TO BE A84OOSED APPRO TEN E MO A PRLD BATE H MERIWS TO OEI OF 71E OOSTENCE AM APPRO%WATE IOO20NTAL POSRCN OF 0 15 ]0 40 60 UTILITY LVE 70 REMOVED USRJTES. O„� i RE F,j. 14. ENi(�j iC EPr" M NIA E GTS'`��"•' CAS ie ii STaiYk, LEVEL'C' OEPETm ACCORDING TO REr'OIO NFORYATION NA E%aTPA SCMFa 1'+60' �f LL' TC 3'f Ell,A 48 PoY,.,„.• a ,NOS ELECTN RONC NFINNUTON MASS MANED TM CO E...,,, 4n.! '% PP/�RqQQ POAPA POSE V/RSER MM..LEGEN01 OWNER. CpJT•ACT1 PUNS LEVEL SY ;FETED CO MIiDMLITgN. SRRE LNF..fZF ARE FROM BEST AVAI,ABLE RECORDS i.e .�„E n.^F CAM 1I. CAMERA POLE TF E_' T -ATE! . �T UTILITY LAYOUT PLAN E)d. ELECTRIC M,( UNLESS OTIEIONSE NOTED. LIE.T5 DOICSFD REAMER FELD LPg LrvR-r, 0 E.0 ELECTRIC Tm ' ED LE FROM DEEPW000M 2DR,TO IH-35 (� OE9iLTIM M S MA NOT EHO POWS OF MMES. .. � ITTR.TIY NPMINTION LABELED LEVEL'COP 7 a CERT.FROM FUbA4m TRAN:.h'SSAW TC:FEA I :• I f : RECORDS-SUDS YEORMATON MAY NOT BE ICpAATE OR RELIABLE.1MLFF %, % TRANS ELECTRIC TRMSFORUUt , F N v% !T < ': RRal8 ITYY OFF Min NFORATNI O�FJ'OICI�mLIT�T DROIAC TO RECORDS.oR FP+D,,'�i ��r 'IXH�,,�� ts CITY OF ROUND ROCK $$ a is MAP, Y%' ' T r?,:, 1r t -- PRELMBA°'A7'-F M Revi€r r ROUND ROCK/WILLIAMSON COUNTY,TEXAS tt-UMRT CMRNUATIOX %ATE%T_Rlwwl :Tv f!R LT.D RCS I:FE I. vii X 14EI THE ROAORAY ANO FLE MERE PROMO TO HALFF BY OTFEAS AHD ■ ■ RP,R IILI II., E If1iRY EID PONT NE SWON Fog E PURPOSES OMAT. 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Ef-2,a— ME MFORIAATION SHOWN HEREON IS TAM FRO.AYALA..UTILITY RECC.6, .••••••••• gET.CAO MI,'L. LEVEL.B. NA&.MT101,1 0.8,T...112 112.001101.11LEAL....‘CA1104 0.6.. vr-,44-0-, UTILITY UE TO BE ARMOONED TH..EMTENCE MO APPROXIMATE HORCONTAL POSMON OF •—•—• war,LAE 10 BE MDAOYED 0 15 30 AS 60 ,,,,,,,,,,,,,„,,,,,, CT,•GAS TEST,T11,1% LEVEL V CEPETED ACCORD.TO R=0103 INFORMIX.AND EXIST. SGALEs 1,6, '',',..4.] ir,;1,..w.CLU,t1 '.a r....-E ASSOCIATED UTILITY STRUCTURES. TA ELECTRMAC INFORMATION RAS 013TMED IT,. TE,,,,,,IC 171,1,ER P90 POWER PERE NOES L.SCES ARE PROM BEST AWALABLE RECOROS. OWNER, CONTACT, RHONE LEVEL'0 ICTED ACCORD.TO R9R0.....13TRWITMI......1"....- . -a:,, CAL,i0,1 W.011 25.4 nr-isv.., UTILITY LAYOUT PLAN EB ELECTR/C BOX E.o ELECTRIC 4ETER EiZ'n""SE:area L'E LIP D'''''REPRESerr'EL' RM 620 LP-.uelfr T.I.E ,.-k',.% `.• . . UNIT PFORWTION LABELED LEYEL TOR 17.6 COWED FROM Fla.. FROM DE6PWIDOO DR.TO IH-36 El TRANS/ASS.TOW. .,,,.,_• , 116:0186.SUCH INFORMATION WY NOT BE.OLPIATE OR REL.LE.1.1... CITY OF ROUND ROCK ..,,,, wc-rp IaLTE t TALUS Ez3 ELECTRIC TRLISFORuEtt reffjurr'm emY PrierdF-ZMI2croUltr=.' PRELMe47046WA RilkgETS ROUND ROCK/WILLIAMSON COUNTY.TEXAS RITT6THIATON ,,2,',‘,;4,„ Z R0.4.0111.11.RO.E.11.7611.%E....PROIDED.y.TO HILFF BY OTHERS ME E nun'EMI POINT ".''''' '.. -C;TV OF RSUND.rx JEFF ac., Lo.r.,=.1.Ow Woos Ammo a a ,t(Mie W.TEMATE,I NW., ,!f,T....MANDAN?WITT ..,',''. . ' ''''' STORM SEWER.TXDOT TRAFFIC SIGNAL TOO.WM..UPRIE ma-Re sow. ....,.........•"4:...""4...'"'''.= ri HALFF 4,,,Ut.ETKICT uNITTi iLT. 512 II,94.7fi ARO ALL ASSOCIATED APPISTINANEES ME NOT SRO.ON.SE FLMS. B.,....0.11worworrIA• TRP1*F-311 Ls* 1.47 STAMM fOLCI,ru7.10 ''''''''''.) L.ONC.CR ELECTRIC OEUVIFY[PSTPEUTION1 ROS.RA BARPAGAN.A.750-5351 WASTEWATER FLOWLIE INFORMATION WWI HERON ARE BASED CO FIELD ...W. ,0,00,o' IIESIO/ATEP ANT Rot ‘,... 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PROPOSED mutt WE ..-e-om-•,- MUTT UBE TO RE AIWOOYED THE EXISTENCE AND APPRCARIATE HOMONYM.POSNER OF . A—A—A NUTT LIM TO 8E FIEMOYED UTILTIES. 0 ,5 30 45 60 7,...D7 7E1.2F-86BE FEEE,,,... st114 7E,Tp7,,,...,.,0a,„, EIS•GM TEET,ET•7176 LEVEL'C' DE,..lxICTLE.D.ACCOIAT,,CBG JAMINFORMATFA,MC MTh. SCAL.E.11•60. 'M • TE,11.E.CAMO7 r.A.R CAS MAW._ MD MECTROMC INFORMATION WAS GUMMED US/.W TELEF9SM EU-SATES ,,,,Z°..t:l'.. , NOM LINE SMDS ARE MOM BES7 AVAFLAYE REM= MN% CONTACT! PHONE —. T9.1.9.77619E EPL91 •Mt, UTILITY LAYOUT PLAN E, ELECTRC BCG A., • 0,....A 101Elabyilla WE UtITS,DEP8TED REPRESENT MELO RM 620 Emmr ,,,,o,u,,,,,F„ou FROM DEEPMOOD OR.TO IH-35 ,,o..,., ,1::k". . ,.' mutt PRISMUTPSN LABELED LEVEL VCR IR 5 oenED FROM FM.. FL 0 Lar.FF.,/,. Ei TRAMN42901.1 142rEA '1",1',• 1.1,-: 1_v,1,..,.., i.12,.:,,,,,, WORDS.SUCH INFORMATION MAT MT GE ACCURATE CPI MAME.IMLFF CITY OF ROUND ROCK YYLK, WAMR m£Y1-7 TRAM EZI ELECTRE limuSF6Man •,..•':.1..1..1, IP,1,4,1.1 El:715 14L; =LITYPRIWY.AUriaWg rccrx,,,,,,5„idta. ->:e •A7CE'1.1•611,11 r,,,,.1.7 1,461E,_,,...,,,,,,,,,, ,1,,,,,,, ,fr,4.1, PREuEted470Hir§FREvlawigErfs ROUND ROCK/WILLIAMSON COUNTY.TEXAS o ,,,.,...,,,,,,-,,,,,, •--nt.6 613.,,-0,74.- IMSTEWATERi...1 .V.:,Or R0.3 ili,, ,EFF BELL ,.,...,, TARHEE rit.DVIA'Ff...RO.Faa..E340%.E nirp.TO GUFF BY 0.M AND TWO*Oninnenels•-•for nfirl•Pm. Eil HALFF Wirmie 11491EYMEA NONCEE ABM MIANOCRED imurf ',,,,''''',, .gf,L4, '''''''''''...' STORM SERER ram TRAFFE sam.L.TXDOT WHIM.WM TRAFFIC SEN. end net Omen.in....day Aden.. IX,•• BmIEWMM CLEM 0,7 1,91.!,QUALITY A B CA.,,, all•CE EICIEr MR761 F2 5:2 4191176 mM ALL ASSIMATE)MIIIRTEMME3 ME MOT SHOWN 09 THESE KAM. RGiF.G.FY:GG.es to or telrO. ' TRPE PF-31 :'vo4T N.- ;716'E- ; ELE'mc. ..,, DA. BE REMOVED A ONGIR ELECT.DEWERY OSTPEUTION) ROWIRA BARRAIWI 254-TS0-5351 WASTERATER PLOWLNE WORMATION SICAGI HEREON ARE BASED ON SEM A ONCOR as-r.Rf.,OELNE•17(TRAMNIMUG0 CURT SHARP BIT-215-6262 ........DC,......I-.............. enedrnelen Ke 1?.1117 EAS NETER CPA 0°;177/11.PUO•riti7M 'ELLECTRE2r70 •Left ORAMW...210•11 17..11-1'.; 5.-..77.3 TOMB.PAR SCES MAYS HEREON ARE SHORN FDR MEMO.NEM. .7.•..7..1.. ... •••• ,,...o GAS ml•E •'Mogi c••,,, NWT — -sr r•wr ma stror on Lip--- ---__- Z __________._---- ___- C_)LLI i—S <:z1/) ....,e -N. -I- t 1 Luo / , 1---''• . . • _-_-, ---- ------- - =-, - -- "'''''' . • 7 I OW 1-, ....... ... ...... 1- ---.....„ . I / . I---2 -........„....... / i / ,..4.........................,, ...,., r . r i ,•••., 4 r - ---,, ____, ,,v, , ?-_ , _.,.. , , • 1., . _ • , • , • :,, • , , . , : „, , , ., • - •.. , ',-w•-....,..;', i:: '••••.-,...„. • , • , , „ . , i..:' :.,,,,, ..,• .,. .,- ,• ••• :"..-, ::-:. , ; •, • , . 11H . ; . .. , • , • ,„ . •- . . , •, • .. , 4 , =IL. 1.1151-2: LIRO.S.1_4 ' • , . . MP,WITAAM501.40,O1FP.A11015 OR AIMUSTIAENTS TO COMIC ALI.UTLITY INFORMATION IERE 5 DEPICTED TO DUALITY LEVEL IPIALESS 6.6.66.6.4.6, LP,064:4. OTIPOTESE NOTEO. -.../....... .2........ 2----.:' =•:: Efi4LK SAX RIFONIAllOR SENN FEMME 5 TAP.FEN AVAWILE UTILITY AMMO. LEVEL 1p NFORMATION ONTMED THIOUGM THE APPUCARON Of APPROPMATE SWAM CE0PHYSICAL WORMS TO DETERIPIE o-E-E-p-o- trtiLITT WE 10 SE ALUM.) iir,H,E,E.TIDEE me APPROXIMATE HCROMMTAL POSTER Of •--•--• UTILITY WE 10 BE R5.10,ED 0 15 3O 45 60 1101:3 r.0 YE:tE.I.1:T.i,C41,116 , T/4:41 lEtEPTDIC:OAK:i t.11.6•CAT I,DT TIA,,, LEVEL.C. MaliOnroAriitgs1434E4R&INFOREATION ME DUPE SCALEs1.4634 ''A01, 1 TELE4e.NE 6.5.1 IAA:DD CAD MANTI1E NO ELECTRONC INFORMATION WAS CCITAMED TEEM. TT.I...R0 Fun...7c, PPO POEER POLE NOTEY LA4E 517.110 ARE FROAI 1005T AYALA.RECORD, LEGEND. P.., CONTACT. RMONE1 , LEVEL' mu Eff A"EmoRTAITION EAS OBTENED7w., _ ,"-. ,_ CAN PI4 CAuRRA PaE N E,,.1, -ATE., UTILITY LAYOUT PLAN W a ELECTRK METER MDTRIETEat,I,Ancla EAC ufs,ofErcro REPRESENT FELI1 RM 620 Ill..>LICHT POLE ..., - , :. , ,. LOWE NFORMATEIN UEIELEILWEL V.0112.15..1381rOD FROM .FIRMS? FROM DEEPWOOD DR.TO IH-35 0 IRAN:PASS,.1WER ' , CITY OF ROUND ROCK .., .75,14,t TRANs CD ELEcTRE 1PARLF0REER ,„.. ; ‘. 7.,AE 1101,6 6.6LIE ID,DA, St2:4,,,C, Wuw pg&Y.,,g),,cu„At,=,,,.m.Ar,„creg,,,147c.,,16.1. h,-, 1.6I r.t 1.1 it,4.:4, FRa.V20107offinFia?'w NoWs ROUND ROCK/WILLIAMSON COUNTY.TEXAS .,,,., 1(4111,VET,:t., E VERY 9.11 PONT 1116,041111.1.1.4.1 .[sr r oF MIND KT% .F1'Oalt ,,,,,,,,46, M RIALEAke0 AL.,FEES Ei.u.r.s3E .F110111ED,„.TO NALFF BY OTIERS ARO ....,I..I....1,...A.,......4.r.for....;.1,,Art= Eel HALFF VOW. MASIEWAY.mAMMA..E .,MAROONED unurr '.',,,... ' ,..., STEEN SEIPOR.TXDOT Tu.cric soul.raw wire.WRIT nuEnc swum. .r vss.,..nr.A CLEAN 0, 'ot. 0.4-fry FM. •A,, .Ailcx.,Eke:, •ARTA TC612 5:2 1,11... AND Au.AMOR=APFURTDAAMES ARE MOT SHIM OE TIESE PLA15. E."Em•1..e.r.1.11.,WO-Ito TAPE.F-3I t,$ LET BTATIW 2t5,NO Mit 8 ELECT... =C.OR ELEM.DUMMY 11,511113UTINI ROSAURA RAPPASAN 254.710-5351 WASTEWATER FLOMWE INFORMATION WOW HEREON ARE EASED ON FIEW omm.... ..o VISTEVATER VENT 654E 1,061 TO BE MAO. ELECTMEED •PROM ELECTRIC DELIVERY raLmr_mixrAlen awa sump ba-Z5-52. ............AA.-.............. Rycn D.L•VID 95767 12/3/2010 .... ...11.6 .. ..... ..... T. , ... fC',!'" g':4".;'.,s7--!.: cPA CONTre,PUT:Tin' ELL'ECT'X'L.5.1.'1 •LCDA DIE<AISIASSAINI SIM SHOW WREN ARE AM FOR RE,130,CE PURPOSES T.Ay FT",... FAA ONLY. Amm. MOE MIT ...71., P•m• ma Era o• Form ROW-U-35 (Rev.09/18) Page 10 Attachment "G" Betterment Calculation and Estimate Elective Betterment Ratio established: 0.00%% (Calculation attached) X Forced Betterment (Provide supporting documentation) n Not Applicable _41_ ii_ hi OL.- 6•v1.('t Initial D te 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 Li Betterment does not exist in this agreement. U 0.00(ya% Betterment j 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 'Amount Estimated Total Cost of Relocation (B) Non-betterment Estimate(A) Difference 0.00 Elective Betterment Percentage: nan Please include detailed estatmates and supporting documentation for both estimates. Non-Elective Betterment Please provide justification for each location o f 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; O 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. HALFF 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. 9500 P.MBERGLEsN BLVD.,BUILDING F,SUITE 125 TEL (512)777-4600 WNW.HALFF.COM AUSTIN,TX 75729 FAX(512)252-5141 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 conlfict. WLC 8 594 8 584 NO Relo for conlfict. WLD 8 154 8 152 NO Relo for conlfict. WLE 8 278 8 276 NO Relo for conlfict. WLF 8 455 8 356 NO Relo for conlfict. WLG 8 457 8 384 NO Relo for conflict. 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 perpendicular crossing of RM 620. WLJ 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 inl 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 conlfict. 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. WWLE 8 610 6 270 NO Road Bridge impovements eliminates existing 8"WW crossing of RM 620 at CL sta 498.WWE 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 (8) 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. ❑✓ Property interest documented through applicable affidavits and required attachments. X ROW-U-1A and X X ROW-U-1 B Or n ROW-U-1 C The roadway improvement project is designated as an Interstate Highway project; therefore, no supporting documentation of compensable interest is required. 10 C - 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 Proof of Property Interest Form X ROW-U-lA = ROW-U-1B = ROW-U-1C n 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. Texas Department of Transportalion 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 ay of 2019. CITY OF ROUND ROCK Its: AfrAnffe,k_ * N30* Form ROW-N-30 (Rev.02/16) Page 2 of 2 Acknowledgement State of Texas County of Williamson l/ l / This instrument was acknowledged before me on i byhe, ,the of Cityof Round Rock, in the capacity and P tY for the purposes and considers, on recited he n.. \\0011111111N/��% C,/(/(1A, t‹.(-•-k(441-- tv0..PRY pU�`s '% Notary Public's StInature • • r • • 174. • OFl • ••' /262519:••• �� ////,'R/S 3-22,P'c 11111111 Reissued 12/04/15 APage 1 of 5 EXHIBIT County: Williamson Highway: R. M. 620 Limits: Deepwood Dr. to IH 35 CSJ: 0683-01-092 PROPERTY DESCRIPTION FOR PARCEL 1 DESCRIPTION OF A 0.158 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 18.904 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 FOLLOWS: BEGINNING FOR REFERENCE at a capped '/z" 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, Future Arterial C, being the westerly boundary line of the remainder of said 18.904 acre tract; THENCE, with the common boundary line of said 1.363 acre tract and said remainder of the 18.904 acre tract, S 54°28°18" E for a distance of 9.92 feet to a IA" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II 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 08°07'54", a radius of 2,279.00 feet, an arc length of 323.44 feet, and a chord which bears S 85°37'39" E for a distance of 323.17 feet to a 1/2'° iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II 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 '/2" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 85.00 feet left of proposed R.M. 620 baseline station 463+50.00, for a point of curvature to the right; 3) Along said curve to the right, having a delta angle of 03°17'45", a radius of 2,285.00 feet, an arc length of 131.44 feet, and a chord which bears S 79°15'45" E for a distance of 131.43 feet to a %" iron rod with TxDOT aluminum cap set(to be replaced with TxDOT Type II 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; Raiseuod12/O4/15 Parcel 1 Page 2oy5 4) S 77"38'53" E for o distance of 28.19 feet to a Y2" iron rod with TxOOT aluminum cap set (to be replaced with TxDOT Type || monument), 85.00 feet left ofproposed R.M. 620 baseline station 465+02.74. being the existing northerly RDVV line of R.K8. 020 (ROW width vades), mama being the southerly boundary line of said remainder ofthe 10.804 acre iroct, for the most easterly corner of the herein described parcel; THENCE, departing said proposed ROW |ine, with said existing northerly ROW line, aerna being said southerly boundary line of the remainder of the 18.904 acre tract, the following two (2)courses: 5) S 88'25'12" W for a distance of 84.15 feet to a TxDOT Type I concrete monument found for a point of curvature to the left o[the herein described parcel; 0) Along said curve to the |aft, having e delta angle of 09"50'42''. e radius of 2,351.83 foet, on arc length of4O4.11 fnet, and a chord which boars N 83059'28" VV for o distance of4U3.G1 feet to a capped 1/2" iron nod found, being in the common boundary line of said 1.303 oon» tract and said remainder of the 18.804 acre tnaoi, for the most southwesterly corner of the herein described parcel; 7) THENCE, departing said existing northerly ROW line ofR.&1. 620. with said common boundary line, N 54028'18" W for a distance of 22.08 feet bothe POINT OF BEGINNING, containing 0.158 acres (8.G83 square feet) of land, more orless. This property description is accompanied bya separate parcel plat. All bearings nao|tad herein are based on the Texas State Plane Coordinate 8yetem, Central Zone No. 4203. NAO83 THE STATE OFTEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OFVV|LL|AM8ON § That |. M. Stephen Trueodo|e. a Registered Professional Land 8un/eyor, do hereby certify that the above description is true and correct to the beat 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. VV|TNE88 MY HAND AND SEAL otRound Rock, Williamson County,Texas. � M. 8taph^ nTr' e'da|e /- ' Date Registered Professional Land Surveyor No. 4833 Licensed State Land Surveyor OF Inland Goodetioa, LLC Firm Registration No: 1OO591'OO 1b04 Chisholm Trail Road, Suite 1O3 Round Rock, TX78O81 EXHIBIT "A " PLAT TO ACCOMPANY PARCEL DESCRIPTION Reissued 12/04/15 PAGE 3 OF 5 NUMBER DELTA RADIUS LENGTH CHORD CHORD BEARING C I 08°07'54" 2279. 00' 323.44' 323, 17' S85°37'39"E C2 03° 17'45°' 2285.00' 13 1,44' 13 I.43' S79° 15'45"E C3 09°50'42" 2351. 83' 404. I I ' 403.6 I ' N83° 59'26"4 (C4) (2351. 83' ) (1434.20' ) (14 12.08' ) (N85° 55' 12"E) - 1/ 1 OwLaL) -"tOca I t �-. z '� cy u a ��` E . ' :'fit ',Li 1 0 50 100 I E,I-0= L CV,.. 1 R APB •Ox.i k i, t s r ric A�.' 1_ LiWTTTii _ QL� OCL I ‘ PO& i L.IN,. IAA„4 I" = I QO' I +x 'D z ‘ (f03' � i"�n 1 A.H. ROB I NSON, ET AL o 30 v I Y, PG, s7 I q r t VOL. 1996, PG, 197 �� I DOC. O.R.1N,C. T. NO. 2002071335 1 O.P.R.W.C. T. I 1 (REMAINDER OF 1 8.904 AC, ) I TRACT 5, EXHIBIT A-9 41 DESCRIBED IN i ( DOC. NO. 200207I335 1` 1 1 (O.4.53 AC .1 I PROPOSED 10' 1,1.it I T7 EA io"-ME NT STA. 463+25.00 P.0. B. EASEMENT ` i J . ?,;y",, P . Cr,. 79.00' LT STA. 464+76.55 P°(]. R. PARCEL I 0. 1 58 AC. 1 STA. 463.50.00 85.00' LT STA, 460.12.76 6,883 SO. FT. 1 85.00' LT STA. 465+02.74 PARCEL I ` 79.00' LT 65.00' LT STA. 460.04.96 ! - - - - -- -- - -- 84.74' LT 4� - -- - C I PRQPO 1 : • , , C2- FXt - ING R.0.Vi• SEE,DETA 1 L 1411AQ 3 R.O.W. ) X157ii1G 4' ( 3= (C4) ° 1_ ZI R. M. 62C} -T �liP-, IR. TH ARIES) F:7F., P,..,. y„yr 0W VI VARIES) :.. 1 1 463 00 464.00 r* ;.4 `I I - 461+00 462 00° x 1 +00 ,'flj FR S R.AA. S.a.l '/, S TERN 5 L Ixn EO 1 _- 460 0 _ I .� ._ ____._ -ti BAS --''`�459.00 :-_ry_ -- # F.F4g3. 1 4"zt'. a �� EL IN b VOL.. 4L.1 K. 530 ,,-. R.O.W. >OSED R.0.1't. ' EXIST 1 KG' d°"+... w ;t r I if ' Vt;‘ \\ ( , '.:'oe ti 1 ;{ a r I P.0. B. �''oi 1 ''' I PARCEL I do STA. 460+i 2.76 °Ca 79.00' LT r _�_. i t I � • PROP 5_ ' ' STA. 460.04.96 t` 0-1 ,,. ' ,1 1 PARCEL 84.74" LT S C) NUMBER DIRECT ION I DISTANCE PROPOSED R.M 620 BASELINE 0 L 1 554° 28' 18"E I 9.92' D1 STATION DELTA = 458,02.37 = 36. 23' 27' tRTa EXISTING R.0.W. L2 N85°44' I I "E 26,62' DEGREE OF CURVE . 02' 36' 16' TANGENT = 723.13 R R.tA. 620 L3 577° 36' 53"E 26. 19' LENGTH . 1397.31 RADIUS = 2200.00 L4 S88°255' 12°W 84, 1 5' PC STATION = 450.79.24 DETA I L PT STATION = 464.76.55 N. T.S. L5 N54°28' 18"W 22.08' . P.C. P.1. P.T. (L6) (S54°37'02"E) (3 1,98' ) X.3124711.5163 X=3125372.0997 X.3126078.3997 Y.10160916.1951 Y=10161210.3817 Y=10161055.2803 -■I 6 PARCEL PLAT SHOWING PROPERTY OF INLAND ') GEODETICS , A. H. ROB I NSON, ET. AL. ,Texas Department+zrTranspartation PROFESSIONAL LAND SURVEYORS 1504 CHISHOLM TRAIL RD.STE.103 ROUND ROCK,Tx,78681 SCALE CSJ # PROJECT COUNTY PARCEL I RH.(512)238-1200,FAX 012)238-1251 14 FIRM REGISTRATION:100591-00 lir I" = 100' 0683-01-092 RM 620 WILL 1 MASON EXHIBIT -An PLAT TO ACCOMPANY PARCEL DESCRIPTION Reissued 12/04/15 PAGE 9 OF 5 LEGEND ■ TXDOT TYPE I CONCRETE MONUMENT FOUND E PROPERTY LINE J 1/2' IRON ROD SET W/ TXDOT ALUMINUM CAP ( ) RECORD INFORMATION TO BE REPLACED BY TYPE II MONUMENT -I/ LINE BREAK DTXDOT TYPE II CONCRETE MONUMENT FOUND N LANDHOOK P.O. B. POI HOOK NT OF BEGINNING • 'V2" IRON ROD FOUND UNLESS NOTED P.O. R. POINT OF REFERENCE O 1/2" IRON ROD FOUND W/FEAST I C CAP N.T. S. NOT TO SCALE a COTTON GIN SPINDLE FOUND D. R.W.C. T. DEED RECORDS NtILLIAMSON COUNTY, TEXAS X X CUT FOUND O.R.W.C.T. OFFICIAL RECORDS AL 60/D NAIL FOUND WILLIAMSON COUNTY, TEXAS p CALCULATED POINT O.P.R.W.C. T. OFFICIAL PUBLIC RECORDS WILLIAMSON COUNTY, TEXAS O 1/2" IRON ROD W/ ALUMINUM CAP P.R.W,C.T. PLAT RECORDS STAMPED "TXDOT" SET WILLIAMSON COUNTY, TEXAS (UNLESS NOTED OTHERWISE) C CENTER LINE I) All bearings shown hereon are based on grid bearing. All distances are surface distances. Coordinates are surface values based on the Texas State Plane Coordinate System, NAD 83, Centro! Zone using o combined surface adjustment factor of 1.00011. THE SURVEY SHOWN HEREON WAS PREPARED IN CONJUNCTION WITH THAT COMMITMENT FOR TITLE INSURANCE GF NO. 9691-14-1011, ISSUED BY TEXAS AMERICAN TITLE COMPANY, EFFECTIVE DATE JANUARAY 15, 2014, ISSUE DATE JANUARY 24, 2014, IOC. 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 GRANTED TO TEXAS POWER & LIGHT COMPANY, BY 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 236, PAGE 337, OF THE DEED 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 DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, FROM ITS DESCRIPTION CANNOT BE LOCATED. G. AN EASEMENT GRANTED TO LCRA, BY INSTRUMENT IN VOLUME 334, PAGE 433, DOES NOT AFFECT AND VOLUME 334, PAGE 437, DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. H. A TELECOMMUNICATION SYSTEMS AND LINES EASEMENT GRANTED TO SOUTHWESTERN BELL TELEPHONE COMPANY BY INSTRUMENT IN VOLUME 461, PAGE 530, OF THE OFFICIAL RECORDS OF WILLIAMSON COUNTY, TEXAS, AFFECTS AS SHOWN. I, AN UNDERGROUND TELECOMMUNICATION SYSTEMS AND LINE EASEMENTS GRANTED TO SOUTHWESTERN BELL TELEPHONE COMPANY BY INSTRUMENT IN VOLUME 676, PAGE PAGE 508, 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 44, OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, DOES NOT AFFECT AS SHOWN. L, A WATER, SEWER AND 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 TO 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, DOES NOT AFFECT. 4. PARCEL PLAT SHOWING PROPERTY OF '. I N L A N D ° AMMO tic �tSON CC E GEODETICS , A. H. ROB I N , T. AL• �7exas Department of7i-ansportaffan PROFESSIONAL LAND SURVEYORS 1504 CHISHOLM TRAIL RD.STE.103 ROUND ROCK,TX.78681 SCALE CSJ u PROJECT COUNTY PARCEL I PH.(512)238-1200,FAX(512)238-1251 111 FIRM REGISTRATION:100591-00 'r` I " = 100' 0683-01-092 RM 620 W I LL I AMSON EXHIBIT "A " PLAT TO ACCOMPANY PARCEL DESCRIPTION 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. O. 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 THE 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. +r,.'Ca‘;'87'. *. I HEREBY CERTIFY THAT THIS PLAT IS TRUE AND CORRECT "; , ,c TO THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT .,,.Q,,,....�.«..+». *.y.». THE PROPERTY SHOWN HEREIN WAS DETERMINED BY A M.STEPHEN TRIESDALE SURVEY MADE ON THE GROUND UNDER MY DIRECTION AND „«..,.....r�s.,a.......,...****.*.. SUPERVISION. ..; 4933 * , 4 4 2,(fivia2,14 „, St M. STEP N TRU SDALE DATE: REGISTERED PROFESSIONAL LAND SURVEYOR NO. 4933 ACRES SOIJARE FEET LICENSED STATE LAND SURVEYOR ACQUISITION0. l5$ 6,883 INLAND GEODETICS, LLC FIRM REGISTRATION NO. 1 0059 1-00 CALC/DEED AREA 7.21 7 314,373 1504 CHISHOLM TRAIL ROAD, SUITE 103 ROUND ROCK, TX 78681 REMAINDER AREA 7.059 307,490 -� - 4- PARCEL PLAT SHOWING PROPERTY OF I N LA N Du ,". GEODETICS .i A. H. ROB I NSONP ET. AL. /TexasEt�partmentofTransportation PROFESSIONAL LAND SURVEYORS 1504 CHISHOLM TRAIL RD.STE.103 ROUND ROCK,TX.78681 SCALE CSJ PROJECT COUNTY PARCEL I PH.(512)238-1200,FAX(512)238-1251 14 FIRM REGISTRATION:100591-00 pr I ° = 100` 0683-01-092 RM 620 W I LL I AMSON Revised 04/25/17 113 Page 1 of 7 EXHIBIT County: Williamson Highway: R. M. 620 Limits: Deepwood Dr. to lH 35 CSJ: 0683-01-092 PROPERTY DESCRIPTION FOR PARCEL 5 PART 1 & 2 DESCRIPTION OF TWO PARCELS OF LAND TOTALING 0.231 ACRE (10,086 SQUARE FOOT) SITUATED IN THE J.M. HARRELL SURVEY, ABSTRACT NO. 284, IN WILLIAMSON COUNTY, TEXAS, BEING A PORTION OF LOT 1 BLOCK A OF THE FINAL PLAT OF RRISD HIGH SCHOOL #1 SUBDIVISION RECORDED IN DOCUMENT NO. 2010078363 OF THE OFFICIAL PUBLIC RECORDS OF WILLIAMSON COUNTY TEXAS AND CONVEYED TO ROUND ROCK INDEPENDENT SCHOOL DISTRICT BY INSTRUMENT RECORDED IN VOLUME 529, PAGE 264 AND VOLUME 529, PAGE 268 OF THE DEED RECORDS OF WILLIMSON COUNTY, TEXAS, SAID 0.231 ACRE (10,086 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) OF LAND AND FUTHER DESCRIBED BY METES AND BOUNDS AS FOLLOWS: PART 1 (0.137 ACRE 5,979 SQUARE FEET) BEGINNING FOR REFERENCE, at a '/" iron rod with TxDOT aluminum cap set, 96.82 feet right of proposed Ranch to Market (R.M.) 620 baseline station 470+51.36, being the existing southerly right-of- way (ROW) line of R.M. 620. (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 53'04'10" E for a distance of 24.81 feet to a 1/2" iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type II monument), 78.37 feet right of proposed R.M. 620 baseline station 470+69.04, being in the proposed southerly ROW line of said R.M. 620 (ROW width varies), for the southwesterly corner and POINT OF BEGINNING of the herein described parcel; THENCE departing said proposed southerly ROW line of R.M. 620, continuing with said existing southerly ROW line of R.M. 620, same being the northerly boundary line of said Lot 1 the following three(3)courses: 1) N 53°04'10" E for a distance of 16.92 feet to a 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 0.52 feet; 2) Along said curve to the left, having a delta angle of 04°43'43", a radius of 3,878.37 feet, an arc length of 320.10 feet, and a chord which bears S 79°16'55" E for a distance of 320.00 feet to a calculated point of curvature to the left, and from which a %2" iron rod found with plastic cap bears, S 15°13'06"W at distance of 2.29 feet; 3) Along said curve to the left, having a delta angle of 11°25'05", a radius of 1,004.93 feet, an arc length of 200.26 feet, and a chord which bears S 76°31'56" E for a distance of 199.93 feet to a 1/2" iron rod with TxDOT aluminum cap set(to be replaced with TxDOT Type II monument), 78.00 feet right of proposed R.M. 620 baseline station 475+91.51 being in said curving proposed southerly ROW line of R.M. 620, for the most easterly corner of the herein described parcel; RevsedO4/25/17 Parcel 5. Part 1 &2 Page 2of7 THENCE, departing said existing ROW Une, with said southerly proposed ROW line ofR.(N. 820. through the interior of said Lot 1, the following two(2)courses: 4) Along e cun/e to the right, having e delta angle ofD5"28'21°. a radius of4,O78.O0 feet, on eno length of 387.13 feet, and a chord which bears N 80020'03° VV for distance of 388.99 haot to e 1/2' iron rod with TxDOT aluminum cap set(to bo replaced with TxDOT Type UrnonurnenU. 78.O0 feet right of proposed R.M. 620 baseline station 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 fee{ to the POINT OF BEGINNING, containing 0.137 acres(5.87Q square feet)mf land, more orless. PART (0.084 ACFtE4,107 SQUARE FEET) BEGINNING FOR REFERENCE, at a Y2" iron rod with aluminum cap stamped "REF/WITNESS" set. 215.88 feet right ofproposed R.M. 620 baseline station 480+04.52. being in the existing westerly right-of- way(ROW) line of Lake Creek Dr. (60' ROW width), same being the easterly bOU ndary line of said Lot 1; THENCE with the common boundary line of said existing m/aobeAy ROW line and said Lot 1, N 10"53'43^ VV for a distance of 128.49 feet to a Y2^ iron rod with TxDOT aluminum cap set (to be napieoed with TxDOT Type || monument). 90.26 feet right of proposed R.M. 620 baseline station 479+78.55. being in the proposed aouther|y RDVV line of R.M. 620 (ROW width var|es), for the most southeasterly corner and POINT OF BEGINNING of the herein described parcel; THENCE departing said existing ROW line of Lake Creek Dr.,with said proposed southerly ROW line of R.M. 620, through the interior of said Lot I the following five(5) courses: 8) Along o oume to the nOht, having e delta angle of 03"51'03", o radius of1B4.30 feat, an arc length of12.3Q feet, and o chord which bears S8B"O1`33" VV for a distance of12-38 feet Loa }�' iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type |/ monument), 91.01 feet right of proposed R.M. 620 baseline station 479+66.46, for a point of non-tangency; 7) N42"55'37" VVforadiatenneof28.D5foettooy� ironrodvvithTxO{JTo|uminumcopmet(to be nep|ooad with TxDOT Type || rnonurnanU. 71.SO feet right ofproposed R.M. 620 baseline station 47Q+47.87. for an angle point of the herein described parcel; 8) S D8"D1'1G" W for o distance of47.00 feet too Y2^ iron rod with TxDOT aluminum cap set (to be replaced with TxDOT Type || monument). 75.30 feet right ofproposed R.M. 620 baseline station 478+O1.84. for an angle point of the herein described tract; 9) S 88"48`48" W for o distance of39'O7 feet to a 1/2' iron rod with TxDOT aluminum cap aoL(to be replaced with TxDOT Type || monument), 78.00 feet right ofproposed R.M. 020 baseline station 478+03 7O. for opoint of curvature to the right; 10) Along said curve to the right, having e delta angle of 03022'03". a radius of4078.00 feat, an arc length of2D9.88 feed, and o chord which bears N 85"18'88" W for o distance of 239.64 feet to a Y2~ iron rod with TxDOT aluminum cap set(to be replaced with TxDOT Type || monurnenU. 78.O0 feet right of proposed R.[N. 620 baseline station 478+28.61. for point ofcurvature to the left in the existing southerly ROW line of R.M. 620' oomo being the northerly boundary line of said Lot 1, for the most westerly corner of the hens|o described parcel; RevsedO4/25/17 Parcel 5. Part 1 &2 Page 3of7 THENCE departing said proposed ROW Une, with said existing southerly ROW line of R.M. 820. same being said northerly boundary line of Lot 1 the following three (3)courses: 11) Along a curve to the |oft, having e delta angle of 07018148"' o radius of 1'004.93 feet, an am length of 128,28 feet, and a chord which beans S 88"03^17" E for edistance of128.19 feet to e calculated point oftangency; 12) N 88"28`03" E at distance ofO.87 feet pass a 8" iron rod hound with plastic cap, and continuing for total distance of2OO.1S feet to a 1/2" iron rod hound with plastic cap; 13) S 51"12^45" E for m distance of 30.52 feet to o oo|ou|abed poin\, being the intersection of said existing westerly ROW line of Lake Creek Dr. and said existing southerly ROW line of R.M. 620, same being the most northeasterly corner of said Lot 1, for an angle point of the herein described parcel; 14) THENCE deporting said existing southerly ROW line of R.M. 620. with said existing westerly ROW line of Lake Creek Dr,, same being the easterly boundary line of said Lot 1, S 10'53'43" E fore distance ofYD.73 feet tothe P[)l0T OF BEGINNING, containing 0.094 acres (4'107 square feet)of land, more orless. Summary Part =O.187 acres(5.S70 square feet) Part 2=O.OB4 acres (4.107 square feet) Tota|=O.231 acres(10.080 square feet) This property description ia accompanied bya separate parcel plat. All bearings recited herein are based on the Texas State Plane Coordinate 8yshem, Central Zone No. 4203. NAD83. THE STATE DFTEXAS § § KNOW ALL MEN BY THESE PRESENTS: COUNTY OFVV|LL|AMGON § That |. M. Stephen Trueoda|e` a Registered Professional Land Surveyor, 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 MY HAND AND SEAL at Round Rook.VV|U|ammaon��ounty. Texas. ' � ~ � K8. Stephen TruesUo|e Date Registered Professional Land Surveyor No. 4S33 OF Licensed State Land Surveyor Inland Geodedoa. 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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 198816583 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.312004 Page 2 of 2 Corporate Acknowledgment State of Texas County of ijOa,o` rtSofl This instrument was acknowledged before me on 4(i $/ ZOR by 90,v E d tre,i r4.4 of , a corporation, on behalf of said corporation. Notary Public's Signature JORAE LOREN ROSENTHA4 T 2• .n,,Notary Public,State of Texa 7:aY,A,I Comm.Expires 04-13-202 • 7';oF•t;` Notary ID 131087768 I? IIP {..1t.f*. r 7 •• 401 152Ur L 880 PUBLIC UTILITY EASEMENT O ' STATE OF TEXAS 16836 COUNTY OF WILLIAMSON Briercroft Savings, a Savings Association, hereinafter referred to as110 GRANTORS, the owners of Lot 1 of The Commons Subdivision, a subdivision i jr Williamson County, Texas, according to the map or plat thereof in in G. Slides 81 of the Williamson County, Texas plat records, for test- liar scb ($10.00) and other valuable consideration pay to GRANTOR, the eiptil which is hereby acknowledged, and the further consideration the benefits to be derived by GRANTORS from the public utility lines r ugh the above—described premises, do hereby GRANT, SELL, CON o The City of Round Rock, Texas, hereinafter called GRANTE , a pub 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 pa ere TO HAVE AND TO HOLD the same perpetual/7 etual; to' oGRANTE• GRANTEE'S . P P / , E S successors and assigns, together with the right rivile (e at any and all times to enter said premises, or any part thereof, of constructing purpose g S • and maintaining said utility line .and making connections therewith; all upon the condition that GRANTEE t a times, after doinganywork in .� connection with the construct oho a a of said utility lines, restore said premises to the cotedit-on in same was found before such work was undertaken. EXECUTED this Oo da f igt O BRIERCROFT SAVINGS, a Savings Association i AI) By ohn H Heberle THE STATE 71\liiii-1)COUNTY OF `� 1is�n e J`�nt vas acknowledged before me on QV IV by John +[ Se ile , on behalf of BRIERCROFT SAVINGS, a savings association. ill 11 + —QW0/\-- F Notary Public — State of T fki` `�0 a "4,,,� My commission expires: 01�11C y\ c.,,,,f 44 f 0s ia'S _ . S fra45r 'sa,,,,,,,. ' OFFK AL'RECORDS MMILLIAMSON COUNTY.TEM , 1: 491 • • CRICHTON & ASSOCIATES voi 15ZO PAGE$$i LAND SURVEYORS 1538 E.ANDERSON LANE#2 . • AUSTIN.TEXAS 78752 512-837-2000 FIELD NOTES • i i'' ' FIELD NOTES FOR A 15.0 FOOT PUBLIC UTILITY BEING OUT OF AND A PORTION OF LOT 1 OF THE , A SUBDIVISION IN THE CITY OF ROUND ROCK, W SON COUNTY, TEXAS RECORDED IN CABINET G, SLY THE WILLIAMSON COUNTY, TEXAS PLAT RECO HD ;` CENTERLINE FOR SAID 15.0 FOOT PUBLIC UT LI EMENT s BEING MORE PARTICULARLY DESCRIBED BY ET AND OUNDS AS FOLLOWS: BEGINNING at a point in the West line of i t 1 from which the Northeast corner of said Lot 1 bears N. eg. ' 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 a stance of 134.48 feet pass a point herein called Poin at 7 .60 feet pass a point herein called Point B, in all a dist ce of 7 .35 feet to a point in the Northeast line of said Lot 1 o wh the most Easterly Northeast corner of said Lot 1 be, _ . g. 32' 51" E., 23.83 feet. • BEGINNING again at Point •, . O1 .eg. 16' 34" E., 117.00 feet. THENCE S. 46 de . 16' 34" . 28.97 feet. THENCE S. 01 de ' 34" 122.52 feet to a point 7.5 feet North of the South e�of said Lot 1. 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 q, C, in all a distance of 409.51 feet to a point in the So thea t linn of said Lot 1, said point also being on the West R.O.W. of h �rail Road from which the Southeast corner of . • said Lot 11 be r S. 1 g. 35' 42" W., 7.97 feet. BEGI G a t Point B, S. 04 deg. 52' 47" E., 238.45 feet to Point C. l I hereby c rtify that the foregoing field notes were prepared lE QF T. based 4a fie urvey on the ground, under my supervision, and is y4t...'�J`•''•. a an cower to the best of my knowledge. *: )4 Ti' S MY HAND AND SEAL THIS T E 24TH DAY OF"APRIL 1987 HERMAN CRI9NT6N �{046 .v 6::]X— . WO • Herman W. Crichton, R.P.S. #4046 0 ' 1 • ., . . . . , . . , I . • -.-• —.. s, , . i. ... . . r • • 1 . • 1. • • . • .4 ... .w1�.1Li:,.i....i..F.��.IM..:1�---Yr•.Y:.•rd.��r•.V-+....'I... ....5.......1. ..• • _ .. ........................�...�_. �..-.-. — t , ' • voI 152U PAG;882 • allo AA' ' Sir- .3> L. 7 -f p,p.IL. P47 YJ%-1 a,i G' a: t' lei 1 0 I , a li$ 10 ____ _ __, —_ • ,. sJ.2!..— —.-^--_— _--- ----I c 1 74 I so 1 bi v i , 4 Fi , \s o ''poIN ,1f,1 ,�,�G, I V Lo-r,----i---_,..N.C1) • \ c., is 7� Gq�y.• MD t�S I- a s_1 M N � • � 0 3 I I E _ � _ I izil r--------- — cl -6, b \'► uot•]4" 4, — o I- i ,:r I 7 (T& . ' fI`04'47' E_ l 'L4�.$1' a - 1 • ' _ITTI-1E.. 0/4,K /-4,IDI I TI ON \ • r Y .r I 3 di. SFETCII NM FIELD NOTES OF A0 -•—— - 15.0 FOOT PUBLIC UTILITYr EASEMENT OI�T OF Lt)T 1 OF THEn, •,sE OF,t /CHTON coTIONS, A SUBDIVISION ItECORDE1 • ' , IN CABINET c, SLIDE 81 OF THE , •; ( '•: ASSOCIATES I.ILLIAMSON COUNTY, TEXAS PLAT it 1,A h' (+U R V E Y O R s / EECO)WS• HERMAN CRICHTON 1339 E And.rsiof, Lon• No 2 3% #4046�a:iz. . Austin,T•io, 78753 (312)837.200q •-C'►Stfa,•-� • C/C-.SU--- . j1 April 27, 1987 . .....-,........ . i i __ . f L l ...ter...-.-.^_�•.�. . voi 1520 PAGE 883 • FILED FOR;RECORD • WILl.IA . 1"81 APR 29 AA 9: 48 • ..C)°"rOl1N• ;�.FRI< • g STATEOFTE(AS COUNTY OFW1LLIMASON 1 hereby certify that this Instrument was FILED • on the date and at the time stamped hereon by me;and was duty RECORDED.In the Volume and Page of the named RECORDS of Williamson' ; __) County,Texas.as stamped hereon by me,,ab � � `� APR 901981 � .,,,,,,icy,„. O • CLERK :5':' (---) r , o , 4 COUNTY Cl WILLIAMSON.0 Irk FA rW� 0 W ,,,,, ,. , c„ ., ,,...=:. ,..,LF. cr, , , • • 0 D . I 1 t f • Ci) . ) 4 i Io . . • , . . WILLLIAMSON COUNTY CLERK OFFICIAL PUBLIC RECORDS DOCUMENT NUMBER WAS ASSIGNED TO A ION AND CAN BE FOUND � LAT RECORDS IN CABINET SLIDE(S) 1a3 O cN �O� &b.T 5/i�e, /23 1 DEEP WOOD CENTER I D FOR R Pr4.Z0' I/ FI]ED FOR RECORD �y SECTION ONE at,-TQJD_q CWMk P-M R•M. 4.", ..4o*°' JUN 7 1988 BE61N N IINe POINT OF .ee, m a MES N. YDSTON s .8 n?c° NOTES: T E S: n... La,T x .2231.e3 �� 21�'E h� : c¢ ACREAEEF ON666NA RESNGS ASSOC. :ossys'si^ S T4.05'00"E I. Prior to construction, drainage plans will be A:185.58. 85 00' d n s submitted to City of Round Rock Public Yorks SURVEY:JACOB M.HARRELL SUR. Ies ss' m 20 ,��,� Department for review. Rainfall runoff will be No,OF BLOCKS: 0 o so Imo zoo 78•2B'I3"e y, o R.o No,OF LOTS: I o- o wvsT W. limited to maximum rate at undeveloped status by LINEAR FT.OF NEW STREETS:0 1 C i �4R1 N 1 detention or other approved method. o b �20 �e . F fs/ DATE:FEBRUARY 1988 J2 92 I + 2. Prior to Zd, gENGINEER: A8 ASSOC:::: ;, SURVEYOR: A6 ASSOCl thisOLE 0.D. bdiion, siy a oa Engineer shall be AUSTIN,TEXAS 78759 submitted far the ropose development, r 1 S .4509"E modifications ing BENCHMARK: FTE HWY.MONATL fNORTHEAST CELEV8 N B9•I6'38"W / 0 MON ROD FND BET 250.39' c� •I,� - .�" ^`c 3. No lot on this subdivision should be occupied N 'Or' 'Qp. IRON Roo M r.; until connected to a potable water supply and a • CON C.HWY.MONUMENT FNm '' wastewater collection system provided by the City NTS. P.U.E. PUBLIC UTILITY EASEMENT 5 N. , ;+ i _29 t� of Round Rock,Texas. i. .i. , o I -" 4. Sidewalks will be constructed as required by ordinance, D FIELD NOTES fi I 5. Building setback lines shall be in compliance with N existing City of Round Rock Zoning Ordinance. J �1n� FOR A 0.666-ACRE TRACT OF LAND SITUATED IN THE I 6. Access shall be denied from Lot I to the paved STATE OF TEXAS APP', I this 3►u day of f I10� , JACOB M.HARRELL SURVEY, ABSTRACT NO.284, IN 9 access road located inmw!diately to the east of T WILLIAMSON COUNTY,TEXAS,BEING ALSO A PORTION OF A e 1 this subdivision(on R,R.I.S.D.tract). KNOW ALL MEN BY THESE PRESENTS: 198 D.by t e C •lad Rock. and Zoning 11.647 ACRE TRACT OF LAND DESCRIBED IN GENERAL COUNTY OF WILLIAMSON C. sston.f the Cit . Ro d Rack, Texas, WARRANTY DEED EXECUTED BY BEN FRANKLIN CORPORATION, and uthari ed to e.led .r record by the A TEXAS CORPORATION, TO LARRY GRISHAt1,TRUSTEE. a 7. Access to R.N. 6CI from Lot 1 shall be in That Franklin Savings Association,a Texas savings County lark.f Al 1 ms Cou y,Texas. RECORDED IN VOL.1205, PG.371 IF THE OFFICIAL compliance with City of Round Rock Planning and loan association, acting by and through its I 1s 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 platting is restricted to two driveway cuts, One beneficiary of 11.647 acres of land as assigned to •■, i.i.;.• •..�a AND SECURITY AGREEMENT" FROM LARRY GRISHAM, - driveway cut shall be permitted along the thirty it by instrument recorded in Vol,1205,Pg. 376 of �7�I�•,a airman TRUSTEE,TO STUART A.STAPLES, TRUSTEE, FOR THE (30) feet of frontage immediately adjacent to the the Official Records of having County,Texas, r \I/ BENEFIT OF FRANKLIN SAVINGS ASSOCIATION,A TEXAS west property line of Lot 1, A second driveway cut a portion of which having been previously d♦ 1 a' SAVINGS AND LOAN ASSOCIATION, BY INSTRUMENT shall be permitted at the for east portion of Lot 1 subdivided as"Deepwoud Plaza Section Two Revised" RECORDED IN VOL.1205, PA.376 OF SAID OFFICIAL frontage an R.N. 620 and shall be constructed In and subsequently vacated by instrument recorded in a es .Ian am, acre any RECORDS,SAID 0.666-ACRE TRACT OF LAND BEING MORE conjunction and to harmony with the improvements to Vol, , o 9 pg.-3.IGG of said Official PARTICULARLY DESCRIBED BY METES AND BOUNDS AS the intersection of R,M,620 and the Round Rack High Records, ere y su sv ee a 0,666-acre portion �� FOLLOWS: School access road, of said 11.647 acre tract to be known as"OEEPWOhe PASSED AND APPROVED v the 'wL day of CENTER SECTION ONE.and do hereby dedicate to the .CR. 198 1_,A.O. 8. No buildings, fences, landscaping or other public the use of the streets, easements, parks COIfiENCINS 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, approximate) S 39 33'00"W a distance of drainage easements located on Lot 1 without prior yy //�-( 5236'ft. to an iron rod set an the south right-of-way line of R.M. 620 approval of the City of Round Rock Planning Witness my hand this the�l/l day of/7.(/1988,A.O. Hi e R•:nson, yor, y of Routs Rack,Texas entioned right-of-way tract being also eA the north boundary line of the above Department. ^ mentioned 11.647 acre tract far the northwest corner and POINT OF BEGINNING 4,,I// ...._`'..._ ATTEST: hereof; 9. FLOOD PLAIN NOTE: Jo ,L,German,Executive Vice President THENCE,with said right-of-way line being also north boundary line r for;Franklin Savings Assoc cation J ne La 1t ecr ar of said 11.647 acre tract S 74 05'00.E for a distance of 85.00'ft. to an iron The tract of land depicted hereon is not located y rod set far en angle point of the herein described tract; in a 25 year or a IGO year flood plain. 708 Congress Ave, C y of Round Rock,Texas Austin,Texas 78701 THENCE,continuing with said common boundary line 5 47 14'27.E 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 County of Williamson COUNTY OF WILL[ARSON corner of the remaining portion of a 0.432 acre tract of land in the name of COUNTY OF WILLIAHSON Round Rock Independent School District and described in Vol. 529,Pg. 267 of I,Joe M. Baker do hereby certify that the I,James N.Boydstan,Clerk of the County Court said Official Records,said monument being also on a northeast corner of said information contained on this plat complies with BEFORE ME,the undersigned authority,an this day of said county, do hereby certify that the 11.647 acre tract for a northeast corner of the herein described tract; 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 tine with the common boundarydrainage policy adapted by the City of Round Vice President far Franklin Savings Association) certificate of authentication was filed for g g y Rock,Texas. known to and to be the person whose name is record in my office on the day of line of said 11.647 acre tract of land and said 0.432 acre tract 5 08 45'09"E 1,oy F' y subscribed to the foregoing Instrument, and he Z' E 198 0..0., of 4L pq o'clock for a distance of 50.33'ft. to an iron rod set for the southeast corner 4r 1 acknowledged to me that he executed the same for � hereof; ., `1 v S.M.M and duly recor ed an the Z day of the purposes and considerations therein expressed, -�z�1sle, l98! A.0•, at�L7�o'clock if7 ^'1� •. z_ and 1f said capacity therein stated as the act and L1LL(( in the P1a1Records of sailaunty to THENCE,departing said common boundary line through the interior ,JaV key "9" _JOE M.CgAK EII• deed of said corporation. Cabinet�',Slide /,fi3 . of said 11.647 acre tract N 89 16'38.W for a distance of 250.39'ft, to an �Pfo fes;,tanal Engineer No.Z6324F,va,q a'v`,S iron rod set for the southwest corner of the herein described tract of lend; v,,F f ,.t_ GIV+-9NDER MY HAIL ENO SEAL F OFFICE,this the WITNESS MY HAND AND SEAL of the County Court of THENCE,continuing through the interior of said I1.647 acre tract 411, hA-F:"' nt_dey of_FY4,rsteri�,19B8,A.D, said County, at office in Georgetown,Texas, N 15 55'00.E for a distance of 180.00'ft. to the POINT OF BEGINNING hereof A GG�� the date last above written. . Dili Cam, --.4A�Q.W4, JAMES N.BOYDSTON,Clerk County Court, and containing 0.666 acre of land. ,".''gyp �, Notary Public,The State of Texas of.,,P.,,.�.,,..• /1 Williamson County,Texas /-'-/ THAT I,al a Jackson Chisholm,n-t do hereby certify that I prepared this plat from ? v' Dolt typ Ullnd•N S y //��DiX�+' 1� -_ +'�. st n; (printed or typed name.) •' t// an actual and accurate an-the-ground survey of the land and that the corner � 1 O ,••'�NN1f�C0 M�,,ut monuments shown hereon were properly placed under my personal supervision, In N7 5 w, Date of Expiration: i(-12�Q/,.•'�0,,.......� : 4 7 9R 1 accordance with the Subdivision Regulations of the City of Round Rack,Texas. UfikY,100R016x0I• 'r` f s 42eS 4 J`` t4 r �'� v, • �v.•• a M..,•OF - s e•.�... + 4' %\ c: I Baker-Aicklen Cecil t/OSUM1V6 ?fs �: c. Registe-Public s.Im Surveyor No.4295 Date c...-,4 ONO•As &Associates, JOB•�•so JOB N0.00'S°0a,..YOY-102 WILLLIAMSON COUNTY CLERK OFFICIAL PUBLIC RECORDS AliC\4 DOCUMENT NUMBER � 1.k 3 � WAS ASSIGNED TO ' /ISION AND CAN BE FO IN E PLAT RECORDS IN CABI SLIDES) /123 0 R Nar{hea Cornerof iI J M.Harrc 4vc AB4f�IRS84 '6 Z 3;3938 WENDY'S SUBDIVISION W.N.radd 3 —A V.'313 P.Elik ---'-'` ?I 73 • D FILED FOR RECORD ,y.., m OCT 15 1992 t><lsr. to'r-u.�- 4,1�44'6 I`_-GPI- LEGEND T' \ ■Conc.j�lonun,enf Found • Iron raid found I = • PK Nail Fund in Conc. \ .*. Malcdm 614rne4 1 LOT / DG. 3SCALE /"=/00' CURVE DATA ,3 Tract 834 P.q0 .II, Q874 Acre \ i.,t Z 1 iQ G� \ }� o-E \ Q /I. 141' pp R437.7.4E d F.M.t,t° O , \ Z q .1 o V1 T. 4.43.61 "OC , 47,,,,Ohl.`5 C.,-„cnt-3 v� \ "' 96L3 $a \ ,(- \ Fkrcgf �vedt'cefee 3 Vcin'ty Mop INCH MMR/( tQ uaE ea 41.0.2 'i (No gcak) 81a,•a D 94-i n Corr�4V •Pant of Beginning at Packof 4 ENe/Etsl(R.M, H/GHWAYNO. 620) OWNER: TEAM BANK EleVaACREAGE: 0.874 __ sL NUMBER OF BLOCKS: N/A - NUMBER OF LOTS: 1 \ LINEAR FEET OF NEW STREETS: N/A DATE: AUGUST 20, 1992 6{3 SURVEYOR: DOUGLAS A. SEELIG, R.P.L.S. NO. 1908 McOanaldy lDfP ENGINEER: ANNE R. BRETT, P.E. NO. 67865 Market Art round Rack ' V 0°,1 aq-:+83 SURVEY: JACOB M. HARRELL SURVEY ABSTRACT NO. 284 cab.N 411o145 167-1813 STATE OF TEXAS X FIELD NOTES COUNTY OF WILLIAMSON X ALL OF THAT CERTAIN TRACT OR PARCEL OF LAND BEING A PORTION OF THE JACOB M. KNOW ALL MEN BY THESE PRESENTS X HARRELL SURVEY, ABSTRACT NO. 284, 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 BANK 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 RECORDS, 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 FOUND AT 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, BEING IN THE NORTH R.O.W. LINE OF R.M. HIGHWAY NO. 620, FOR THE RECORDS, WILLIAMSON COUNTY, TEXAS,DOES HEREBY SUBDIVIDE THE SAID TRACT IN ACCORD- SOUTHEAST CORNER HEREOF; 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 69° 25' W FOR A TO THE PUBLIC THE USE OF THE STREETS AND EASEMENTS AS SHOWN HEREON. DISTANCE OF 89.25 FEET TO A CONCRETE R.O.W. MONUMENT FOUND AT A POINT OF NON- WITNESS MY IS THE 8'""DAY OF S.-1k-,4e_•.�` _, 1992, A.D. TANGENT CURVE; THENCE CONTINUING WITH THE NORTH R.O.W. LINE OF THE SAID R.M. HIGHWAY NO. 620, �� • ,e, Car. NptLD ENT- 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° 44' E FOR A DISTANCE OF 144.67 FEET TO AN IRON ROD FOUND AT THE COUNTY OF O 11RA X NORTHEAST CORNER OF THE SAID 0.874 ACRE TRACT, FOR THE NORTHEAST CORNER HEREOF; THIS INSTRUMENT WAS ACKNOWLEDGED BEFORE ME ON,'5e-ptp,rnhe_r 8 , 1992, A.D.,, THENCE S 12° 20' W FOR A DISTANCE OF 249.16 FEET TO THE PLACE OF BEGINNING, AND BY LEE NICOL. CONTAINING 0.874 ACRE OF LAND, MORE OR LESS. /" �pYd' AS SURVEYED BY: Z .5'`�\t NOTARY LIC IN AND FOR Xs,0..U(.(S COUNTY, TEXAS ``•�. '' t D EELI U , P.C. 1,iP`,�E9 y- PRINT NAME: mA.0 I.. f)LL f Yl S MY COMMISSION E7�'P3Rt5 , 4, r7YOR5 ' tf" o, l0 93 oouc�asEEuu/ A AS SEELIG <. ma APPROVED THIS/"' -DAY OF 19AS BY THE CITY PLANNING AND REGISTERED PROFESSIONAL LAND SURVEYOR NO, 1908 9•`9•°.,,,,.-��V' ZONING COMMISSION OF THE CITY ROUND ROCK, TEXAS, AND AUTHORIZED TO BE FILED 3802 MANCHACA ROAD • ...� � COUNTY CLERK OF WILLIAMSON COUNTY, TEXAS. AUGUST TX 787049 AUGUST 20, 1992 , . D r.0 oy,�� THIS SUBDIVISION WILL PARTICIPATE IN A REGIONAL DETENTION POND. •BERT '. BELAN E 'Al NO PORTION OF THIS TRACT IS WITHIN THE BOUNDARIES OF THE 100 YEAR FLOOD PLAIN vvv OF ANY WATERWAY THAT IS WITHIN THE LIMITS OF STUDY OF THE FEDERAL FLOOD INSUR- PASSED PROVED, ON THE o2 4/ DAY OFjrp , 19'12, ANCE ADMINISTRATION FIRM PANEL#481048 0330C, DATED SEPTEMBER 27, 1991, FOR WILLIAMSON COUNTY, TEXAS. STATE OF TEXAS X M ROB NEON, MAYOR COUNTY OF WILLIAMSON X CITY OF ROUND ROCK, TEXAS I, ANNE R. BRETT, DO HEREBY CERTIFY THAT THE INFORMATION CONTAINED ON THIS PLAT ST• de ,,/ COMPLIES WITH THE SUBDIVISION ORDINANCES AND THE STORMWATER DRAINAGE POLICY IX.0 R ADOPTED BY THE CITY OF ROUND ROCK, TEXAS. J LAND,'CITY SECRETARY V TY OF ROUND ROCK, TEXAS lttt STATE OF TEXAS X ANNE R. BRETT DATE : •' .-it COUNTY OF WILLIAMSON X PROFESSIONAL ENGINEER n' ,;. I, ELAINE BIZZELL, CLERK OF THE COUNTY COURT OF SAID COUNTY, DO HEREBY CERTIFY i ' T THAT THE FOREGOING INSTRUMENT IN WRITING, WITH ITS CERTIFICATION OF AUTHENTI- !< b CATION, WAS FILED FOR RECORD IN MY OFFICE ON THE LG." DAY OF Le.`F•o b@,t. •E,: A A.D., 19.11, AT lo,3e O'CLOCK f&.M. AND DULY RECORDED ON THE /,Sr•A DAY OF ",',,,;'�y'-'-:r. r~ l 040 ba... , A.D., nap_ AT 111,,Ig O'CLOCK i.M. IN THE PLAT RECORDS OF SAID COUNTY, IN CABINET lc, , SLIDE(S) I3.1. 4- WITNESS MY HAND AND SEAL OF THE COUNTY COURT OF SAID COUNTY, AT OFFICE IN GEORGETOWN, TEXAS, THE DATE LAST ABOVE WP TTFN.,,, ELAINE BIZZELL, CLERK, COUNTY COURT `�t)Lt,,'':'7:'. p WILLIAMSON COUNTY, TEXAS ,, , � ••4,(-.1 ' • BY: i.. A. I j,n' DEPUTY ,pL`NOTES: ,�'"nttttnt't", I /� 1. BUILDING SETBACKS SHALL. BE ESTABLISHED. ACCORDANCE WITH THE ROUND ROCK Xr//�/ ZONING ORDINANCE. 2. THE STANDARD SIDEWALK REQUIREMENT HAS BEEN WAIVED FOR THIS SUBDIVISION. annt r .' STATE OF TEXAS X N 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 PENS.,,�'� PERVISION, IN ACCORDANCE WITH T. SUBDIVISION REGULATIONS OF'THE C o• �.:..• ROCK, TEXAS. i•, v , ,/. 6aq U011GLASA SEELIG t D. GLAS... SEEL-. DA ��<;;'. 7908 �iQ: Consort,Inc 7,.•°,Fens,.,C 601D East Sixth St. REGISTERED PROFESSION. LAND SURVEYOR NO. 1908 Austin,Texas 78701 512/469-0500 PLAT MAP RECORDING SHEET INSTRUMENT $ - DOCO 9501464 DEDICATOR - Deepwoods Center Joint Venture SUBDIVISION NAME - Deepwood Center Section Two (7 MAP RECORDED IN CABINET , SLIDE 1P - PROPERTY DESCRIPTION OF NEW SUBDIVISION: ((��\ All being 11.751 acres out of the JadOfb M.�Iarrell survey, Abst. No. 284, in Williamson County, Texas. ' /701; f :// Qom; I _9 y G 1 m ■+r (/(` INSTRUMENT DATE - (2_7 \\ FILE DATE - ' 06 - 27 - 94 \\ �J 01 - 11 - 95 // • PLAT il �1 r f;�ONAL OO F • l.41 11 DEELDwoon © TI �� L3 II 1� Q SUBJECT TRACT fR20 FOR RECORD N" JAN 111995 SECT'OON TINO LOCATION MAP I (NOT TO SCALE) R. M. 620 �3°"�+� (VARIABLE R.O.W.)iSTA.463+45.29 w 8� �RO LEGEND Aowso.0o'fir. O r /,� ■= R.O.W. MONUMENT FOUND R.M. 620 -wDPOINT OF DJ L'� v D 6 = IRON ROD FOUND 2.25' ditBEGINNING RAJ?` -o= IRON ROD SET 2I5.95 � ei POINT"A' �, \a See Detail No. �t O(rK P.P.= POWER POLE 98'3 2t �3o.ee' - C P.U.E.= PUBLIC UTILITY EASEMENT LOT 2 LOT\1 ( • S 8T42'04" E�\S89'03'04"E VE,) D.E.= DRAINAGE EASEMENT 215 95' /� 11 N2.48' DED.= DEDICATED LC.R.A.ESYT. f r' 1 r -' 1 r�f'�- J_ VOL 334 �� "y CENTERLINES OF m/ I S 25'%50' PG.t}3 / W I 11 POWER POLES---- o f •' 4ro ^f u 1 I I�mr,^„ 5'QQ•• INGRESS/EGRESS a, u I ,+ 'I /20'P.U.E. .............. f 226 EASEMENT VOL leas PG.161 �Q o 11 E,n p1� �r I.IfwHEREBY DEDICATED \17\r, ,?T, W D P ls. I �!11 \ ti. S Doc. DETAIL NO. 1 ` Irn. \ LOTI2 $fI�EOj�q 3E3M1'wIOE VOCA?33S OSMIN T SIt` 1.174AC. Iorrr.lOT'Z EO FpNfREg ><8V`'1 I " '_i - e Lor3LOr2.761 AC. J4DEEPWT 1 Lot 1 OOD ST28.78 FT8.01II; ie^I $ oCENTER POINT"B' `INo o / p.u. h 47 0 o SEC. 1 rI�.is' y LA1 N 88'07'53"1 W,� I/HERE-•DED, h� CAB. J, SLIDE 123R.R.I.S.D. Llya -180.00'- �11LL �N glow, / S 89'16'38" E n 04325AC.(REMNANT) 29 PG.267 AUSTIN WHITE LIME CO. I c \ I I' - 57.w� y o P.P. P P. ^ _2�.43•� N.........74.05.00, / 250.38' > VOL. 415, PG. 74 I \..\-BENICHMARK ° Ila'P.u.E.� Ia�J•w / 10'P.u.E.-�1mmm, `f2Z 7 HEREBY DEDICATED I N (�IN (SEE NOTE) I HEREBY DEDICATED 9\� \/`� ROUND ROCK �}LO L) I I ( EASEMEM \\ I ti 15'P.U.E.,D.E.k 1 I,TRANSITION J 15'P.U.E.,D.E.& �'S9' STORM SEWER EASEMENT I N o INDEPENDENT II I it n I STORM SEWER EASEMENT I HEREBY DEDICATED SCHOOL DISTRICT 0 Ir 5'P.U.E. .. + HEREBY DEDICATED I I e a HEREBY DED. u u 01 (per resolution) I �, �' I , __ VOL. 529, PG. 259 \ I oz.s IS'P.U.E.,D.E.& I o = 4.482 ACRES 1e 11.E J I STORM SEWER EASEMENT tp: �n ) m LOT 3 h1 I HEREBY DEDICATED I n1 (REMNANT) k. `„ III E> I 4.222 AC. LOT 4 r" fig $n 3.595 AC. I ra p M CURVE DATA I ,\\- � ilp. I 1 i I I T RADIUS DELTA LENGTH CHORD ` u! ur, V I I C-1 1955.00' 14'26'15' 492.63' NO726'25W 481.33' 1f I 7.5'P.U.E. I I C-2 1955.00' OB'31'09' 222.44' NI1'23'5B'W 222.32' I HEREBY DEDICATED I 7.5'P.U.E. A C 3 1955.00' 0755'07' 270.19' N04'10'51'W 269.Ba' ` I \ II T ---f - - Icl HEREBY DEDICATED 11 441.79' 421.28'-J- -- - J c i 2231.e3 oc4s'sz' 1Bssa a�a2a'trE 185.53 I N89'16'38"W 866.07' } \ \ H-FRAME PWR.POLE 7.00 AC. 43.00 AC. BEARING BASIS: \ AUSTIN WHITE LIME CO. I A. W. LIME I R.R.I.S.D. }, 1 (PER RESOLUTION) (PER RESOLUTION) POINT'A"TO POINT"8" = 568'34'49"E 635.13' \ / N VOL. 428, PG. 516 I VOL. 529 PG.259\ VOL. 529 PG.259 �v`� (INVERSE BETWEEN MONUMENTS CALCULATED FROM 1 \ "THIRD TRACT' V DEED RECORDED IN VOL 768 PG.52,WILLIAMSON \ CENTERLINES OF 68.5 Acres Owners: Deepwoods Center Joint Venture COUNTY DEED RECORDS.) 1 I \\ PO IER POLES Amerco Real Estate Company of Texas, Inc. \ 620 Mini-Storage Partnership ACREAGE: 11.751 DESCRIPTION SURVEY: JACOB M. HARRELL SURVEY THENCE Its bound,the west bound II.of said 0.432 acre . tray of land, SO8o43.09'E at a distance of 73.29 foot ABSTRACT NO. 284 �` FORA 11.751 ACRE TRACT OF LAND SITUATED IN opPro.Imaloly),pose a point Ming the south comer of said THE JACOB M.HARRELL SURVEY ABSTRACT Na.284W .432 acre had of land•wmo being a point in 1h• et boundary NUMBER OF BLOCKS: 1 IN WIAMSON COUNTY,TEXAS,BEING A PORTION lino of the abavo referenced 15 7/B acre Inset,bang also the NUMBER OF LOTS: 4 oho. OF A 15 7/5 ACRE TRACT OF LAND AS CONVEYED BY north comer of the referenced 0.49 acre tract of land. LINEAR FEET OF NEW STREETS: NONE S.J. MILES TO C.P. PRATT BY INSTRUMENT centInue on said course with the east boundary H.of said 0.49 RECORDED IN VOL 110 PG.433 OF THE DEED acre trod, same being the woe boundary line of the remnant DATE: JUNE 21 1994 RECORDS OF WIWAuSON COUNTY, TEXAS, BEING portion of a 4.482 acre tract of land obtained by Round Rock ALSO ALL OF A 0.49 ACRE TRACT 0f LAND MG•pendont School omHd and described In"Conned Copy of ENGINEER &SURVEYOR: CONVEYED TO JOHN A. PfLUGER AND EDGAR W. Resolution necerded In Volume 529 Pogo 259 of said Doed R.ord.. BAKER-AICKLEN &ASSOC. INC SMITH BY INSTRUMENT RECORDED IN VOLUME 529 fora MIN distance of 3119.61 feet to an Iron rod found en a 9111 JOLLYVILLE RD, SUITE 107 PAGE 274 OF SAID DEED RECORDS,BEING ALSO ALL point In the south boundary line o!a 4.54 acre Iraq designated Of THAT TRACT OF LANO DESCRIBED AS 11.746 Second Truer,having been conveyed(previouely)I.Austin While AUSTIN TEXAS, 78759 ACRES AND CONVEYED TO DEEPWOODS CENTER JOINT Ume Company by instrument recorded In Volume 428 Pag•516 of BENCHMARK DESCRIPTION &ELEVATION: VENTURE.A TEXAS JOINT VENTURE,BY SPECIAL said Deod Records•sold pint MInp the northeast comer of a WARRANTY DEED RECORDED IN VOL 2307 PG.132 7.00 acre tract of land obtained by Aueltn White Ume Company and P.K. NAIL SET IN THE TOP EAST SIDE OF THE Of THE OFFICIAL RECORDS OF SAID COUNTY,SAID deamibed by eak'Certified Copy of Resdeon',being ales the CONCRETE BASE OF AN OCTAGON SHAPED POWER 11.751 ACRE TRACT OF LAND BEING MORE seulhweet comer of said 4..2 acre treat the southeast corner PARTICULARLY DESCRIBED BY METES AND BOUNDS AS of sold 0.49 acre tract and the eouth•o.t comer of Me herein POLE NEAR THE EAST R.O.W. OF DEEP WOOD DRIVE FOLLOWS: dosertb.d tract; AND 325' S. OF THE SOUTH R.O.W. OF R.M. 620. THENCE with the south boundary line of said 0.49 acre ELEVATION: 761.95' M.S.L. BEGINNING en a donor, highway monument Iced on a haat of land,same being flu earth boundary line of sold 4.54 point of anwature In the Nrulh right-al-ray lino of R.N.620, acre hart, lam.Ming the north boundary line of said 7.00 acre aloe kno.n•Round Reck Ave.(variable right-of-way width),said tract of land, NB9a16'38'W al a Neon. o1 136.37 feat BUILDING SETBACK NOTE: point Ming 011.00 NO right of Englneor's Centerline Station (approximately)pan the southwest corner of said 0.49 acreBUILDING SETBACKS SHALL BE ESTABLISHED IN ACCORDANCE 463+45.29•said point Ming al.Me west comer of a 0.933 Gent tract,being also the southwest comer of said 4.54 acne tract, WITH THE CITY OF ROUND ROCK ZONING ORDINANCE. hoot of land convoyed to the Stah of Tesat by Instrument Sam Manp the southeast cams of maid 15 7/8 acre tract, recorded In Voium.768 Pogo 52 of the Nod R.card.of Williamson continuo on laid course,In part,with Me north boundary fine of Counts Tex., for M• POINT OF BEGRIMING hereof• wild pint said 7.00 Gore trod,same bell,In part orNh Its north boundary SIDEWALK NOTE: Ming herein doWnatod'Point A'•and from which.the norther/et II.of a 68.5 acre tract of land.3Iva.'Third Trod%as SIDEWALKS WILL BE CONSTRUCTED IN ACCORDANCE WITH comer of Me Jacob M. Harrell Survey bars approsimatey convoyed to Aug.n White Um•Company by InNnm.nt recorded In THE CITY OF ROUND ROCK SUBDIVISION ORDINANCE. N43e30•E a distance of 5421 MN; Volume 428 Pop•510 of sold Do.Records.same Ming the south boundary lino of said 15 7/e acre tract of land fora total THENCE with the south boundary Rn•of sold 0.933 distance of 056.07 feed to an Iron red found on a point being the LIMITED ACCESS NOTE: q Ira of land,some Mire the south right-of-way line of R.Y.620 re southeast comer of a I.048 acre tract of lend conveyed to the ACCESS TO R.M 620(ROUND ROCK S HEREBY w5h the arc of a curve to Its right,having a radius al 2231.83 CM of Round Rook,Texas for right-of-way pu moves by Instrument RESTRICTED TO THREE AVE.))feet.an Interior onglo of 04e45•'J2• an arc Nngth of 185.55 recorded In Volume 2156 Papa 4 0saki 0.1001 Records,said (3)SEPARATE DRIVEWAYS. NO.end a chord whkh boon 576028'13E for a dl.Nnuo of point Ming also In the wit right-of-way II. of Deep Wood ACCESS IS HEREBY PROHIBITED TO PAVED ACCESS ROAD 155.53 Not to an Inn rod found on a point of tangency In ih• gee,a 90-1oot-ride public tight-of-way,said point being the FOR HIGH SCHOOL ALONG EAST BOUNDARY UNE OF LOT 4. north boundary One Minot: eouthresl tamer hereof; THENCE...din,. wOh the south bwndary fine of sold THENCE departing the north boundary Iine o1 laid ea.5 DRAINAGE EASEMENT NOTE: 0.933 sore tract of lend,same being the.oath right-of-way inn acre'Third Tract",with its oast bourwory line of sold 1.049 NO FENCE OR OTHER OBSTRUCTION SHALL BE INSTALLED of R.N. 620,574a05.0ff E for a distance of 226.21 feet ban acre tract, same being Me..l right-of-way line of D..p wood OR PLACED IN ANY DRAINAGE EASEMENT SHOWN HEREON. ' Iron rod eel on the northwest comer of Lot I of D..pwoed Confer Drive,N14o39.33'W for a distance of 165.03 fool to on hen rod Section On•,a eubdMsl.acasrding to the plat thereof recorded set on a point of eurvamre in the latterly boundary fine hereof; FLOOD PLAIN NOTE: In Cabinet J Slide 123 of the Plat Records of WIINemson County ACCORDING TO THE FLOOD INSURANCE RATE MAP FOR Tnas for on anpN point In H.north boundary line hereof; THENCE,ntlnuarp with the lad boundary lino of foie WILLIAMSON COUNTY,TEXAS AND INCORPORATED AREAS DATED a 9/27//91, 1.04a core hoc.mum being Me sod right-of-way of D.ep Wood REF.PANEL NO.48491C0330C THE TRACT OF LAND DEPICTED HEREON THENCE departing sold right-of-ray line.some Ming the Drive,with the arc of a cur.to the rlaht•having a radius of Nh boundary line of sold 0.933 acre Haat, with the **et 1955.00 Met, an Interior angle of 1.26'15%an are length 0IS NOT WITHIN A SPECIAL(SHADED)FLOOD HAZARD AREA. el W M N07o2 boundary m of sold Lot 1,515055.00' for a d mno of 130.00 492.53 MN and a chord which boon N07n26.25W for a dstance of fool to an Iron red(coed en the eo0the.1 comer of said Lot 1 491.33 lost to an Iron red eat on the pint of IM.nnetten of same Ming an inl.rior NI comer of the heron de.ertbd tract; the oast right-of-ray line of Deep Wood Drfw w1M Me souM.rty right-of-way II.of R.Y.620 0s toeliehod by Right-of-Way Deed PAGE I OF 2 THENCE with the south boundary line of said Is 1• recorded In Volume 337 Pogo 287 of sold Deed Records,said pint 589e18'31YE fora diatoms of 250.38 feel to an Iron rod found on being the nerthea•1 comer al saki 1.048 acre heat of land,same ��y//��y/// a pint Mlrp Me s•theallthe tamer of sold sold cod linter Wing the nodhweof comer hereof; DD��P V lJ O ODD O�LI V lJ�� Section One, ass Ming the eoolheaN comer of said Lol 1,said � � pint Ming In the mat boundary Iine of a remnant portion of a THENCE with the south right-of-wayline of R.M. 620 0.432 acre 0.1 of land eomoyed to Round Rack Ird•pndent 587042.04"E for a Neon. of 215.95 feel to an Iron rod set on School ed Records.by etrumenl horded a Volume the Pope 267 01 an angel pin.sad angle pit De dereod fro.4 Ink olume S SON II CJL7O cold Deed , and said pointwhit Mang the hi southerly m nmentf Pogo 287 within sold Rlphl-of-Way Dots r000rdsd In Volume 337 comer hereof, and from which,a caner,highway monument found Pogo 267: en a pint In No wNMrty right-of-wry lino of R.M.020 horeln being designated Point i' Ming 128.78 feel left of Enpin•er's THENCE con.nulrq with the southerly right-of-way lino JOB No.597-502-21 Centerline Station 469+64.01 boon NO11.5.09'W a Natant. of of R.Y. 620,S69o03.04"E fora distance of 102.48 feet la the 40.33 het; POINT OF BEGINNING hone,and containing 11.751 acres of land. Note: Grtng bosie for this desert.. le from 'Point A' Baker-Alcklen 91„JaurvILLE ROAD g. Point r desert..above,hod,p an Inverse boring and distend. &Associates Inc. S UITE,D7 of S68o34'4YE 635.13 lost. -��11 1 AUSTIN,TEXAS 78759 Consulting Engineers (512)346-69BO lZ L IILQ7 OF DE-EpwooD ©-E NT- .1A alc-ifirom `1,_7© Approved this S4 day of ' __ , 197�,A.D. by the City Planning and Zoning Commision of the City of R. d Rosa,Texas, and authorized to be filed for record by the County Clerk of Williamsk• Coun y,Texas. STATE OF TEXAS /� COUNTY OF WILLIAMSON _f(,Z/� THAT Deepwoods Center Joint Venture, owner of a remnant portion Jo es L. Dunham, Chairman o ert R. Belanger, e etary 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 intended for public dedication as shown PAS /Zip/ APPROVED, on the 5t4 day of_ , 191�1_, A.D. hereon. ATTEST Charles Culpepor anne Land, Cityty Secretary •City of Round Roxas ity of Round Rock, Texas .�+, John C e s, Managing V urer Date? Deepw s Center Joint Venture c/o T e John Lewis Company 9171 Capital of Texas Highway North Austin, Texas 78759 THE STATE OF TEXAS COUNTY OF WILLIAMSON STATE OF TEXAS COUNTY OF TRAVIS I. Elaine Bizzell, Clerk of the County Court of said County, do hereby certify that the a�rt1 EEJ� foregoing instrument in wasting, with its certification of authentication, was filed for This instrument was acknowledged before me on the Qc11Ch,day of record in myoffice on the C)AMS� , 1994,A.D., by John C. Lewis. _//__day of S��u 19 A.D., at J� o'clock M. v jC _. and duly recorded on the __eday of_gi emery, 19�5, A.D. at Li.. o'clock/M. in &la, '' EutacEe.Kenn the Plat Records of said County, in Cabinet . , Slides_�L�Q_ar Notary Public, State ofNs, ? �^ °Q*EWES__/ __ WITNESS MY HAND AND SEAL of the County Court of said County, at office in Printed Name: E4Ay1JGiC 6.K2 I r . " o t 17 Georgetown, Texas, the date lost above written. My Commission expires: J0-1--017 BIZZELL, Clerk, County Court STATE OF TEXAS Williamson County, Texas ,,/'s5ttTY CoG"..,' COUNTY OF WILLIAMSON t THAT Amerco Real Estate Company of Texas, Inc., a Texas corporation, owner of a 2.761 acre portion of the 11.751 acre I_' By. Deputy 'o° �� 62' tract of land depicted hereon as conveyed to it by instrument P y �; .l recorded in Volume 2644 Page 512 of the Official Records of °j 1%�•., : :' Williamson County, Texas, do hereby state that there are no lien %,��SONCD�N,, holders of the certain 2.761 acre tract and do hereby 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. 12-30- 1'( Churles Boyer Date STATE OF TEXAS Title:President COUNTY OF WILLIAMSON Amerco Real Estate Company of Texas, Inc. 2721 North Central Avenue, Suite 700 THAT 620 Mini-Storage, Ltd, a Texas Limited Partnership, owner of Phoenix, Arizona 85004 a 3.595 acre portion of the 11.751 acre tract of land depicted hereon as conveyed to it by instrument recorded in Volume 2587 Page 350 of the Official Records of Williamson County, Texas, do STATE OF ARIZONA hereby state that there are no lien holders of 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 Toff i t,- eryt was acknowledged befo a me on the day other s intended3or public dedication as shown hereon. �K 1 199/�, A.D., by C arias Bayer. / Utt.144 /-3-pS _ R/; _ Puett, General Partner Date ary Pub ' , State of Ari o a ,,.,,4 a Am 620 Mini-Storage, Ltd. Printed name: Mate. pp �• MARIEAIOORE A Texas Limited Partnership My Commission expires:, l.� r't.i23 *ivy Pubic•SPAY of Mims 114 West 7th Street, Ste. 200 4MARICOPA cApil21,191$ Austin, Texas 78701 STATE OF TEXAS COUNTY OF WILLIAMSON This instrument was acknowledged before me on the day of (r,JYjmut, , 199 J , A.D. by Roane Puett. i STATE OF TEXAS COUNTY OF WILLIAMSON Notary Public, State of Tees That I, Cecil Jackson Chisholm, do hereby certify that I prepared Printed Name: EIAY'(C.[, &. bu<Iser this plat from an actual and accurate on-the-ground survey of the My Commission expires: l0 Ol Q g�('M�,•, RIME G.KEISEfl .�y MT CGSRA iION Ex%RES land and that the corner monuments shown thereon were properly •;GV: cabert 189I placed under my personal supervision, in accordance with the If-''' Subdivision Regulations of the City of Round Rock, Texas. a..igiu:444.x. Cecil ea n Chisholm Date (—2 7 /)I� THE STATE OF TEXAS Registerrofessianal Land Surveyor No. 4295 7 COUNTY OF WILLIAMSON 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-��a,`ik' by the City of Round Rock,Texas. , ,, OF + - LLIANWnEL1Zt ..... DEEPWOOD CENTER Waeltz, Jr., Registered Profe nal Engineer No.68220 Date •1 ,1—�''m `tiC 9 r 1"2' STATE OF TEXAS '', ,.-r.?•c,j �9/J aFE55 a��., COUNTY OF TRAVIS t_e`w °SO;: SECTION T W O yp . _� This instrument was acknowledged before me on the a.-1LD day of PAGE 2 OF 2 �, 1994, A.D. by John C. Lewis.c i_ Notary Public, BRICELICBIE1I Baker-Alcklen 9„1 «LrvuE Raga �g ��ppp q� 8 Associates, Inc. SUITE 107 s Printed Name: klal1Ce }�Siser f tpj AU9TIN,7E%AS zers9 My Commission expires: I l- Consulting Engineers (311)31a-69e0 P tx2 MAP RECORDING ERE= D O C# 95115a, Doc& : 9511587 Rec. $56.00 Date : 03-27-1995 Time • 8:58:20 R.N. Filed& ed in - Official " 620 Auto Exchange Inc.. - of MILLI _ CELAINE LL • g SITETT=SIDIst EFAXe — Will Galler Subdivision • -- • - • LEAF RECORDEII ra CAH L-326 r SIr2DE 326 PROPERTY FORMERLY KNOWN AS: 5.632 acres J.M. Harre ., A 284 WCT 2568-891 OR • • C' 1 INSTRUI i 2/6/95 Fr"- DA y /24/95.. C.C,_b:A,t+ L aI>ct, 3 -4c 95(I58? LEGEND LOCATION SKETCH J.J.Moore et.88. I Glen non Inc. \ Gerald D.Marx \\H.D.Warden \ Rafael \James\ • IRON PIN room) '�-1" � �'y�� ',:_ .rm `'Scalel I".2000 1.083 AC. I 2.387 AC. 1.52 AC. 1.60 AC. Nava Ortiz \ ao O IRON PIN sec f c.a..`• ��I ------ 1950/977 \ 646/457 738/884 \et.al. 2062/171 6 1 T -DATA TN33 SGRVEY .:::,:1;:::::'('' " •->•;, `'Ll ►ate 'Sf""" 1851/685 \ \ 4 7. -- ' 1M1L I 320/11D • a p) -ABCOAO DATA t ', [ N \ N4/ a• ® BENCH MAAR-ELEVATION 727 M.S.L. SITE \ ..AL ^i rr j1',II �NtEASEMENT FOA PARKLAND,DMINA06,PUE ��'- • 1 ( BRUSHY CREEK \ \ 0 C 1'..i.' AND LDD yEAA LATR F.P.E. '' ��.........601, fi F O J.EIIAyt I• -u-a-WASTEWATER EASEMENT r tieiaL •, ,$E ,�r ((APPROXIMATE t) S72eo$'zo"E 866.4!'\ \l�lit',e, \ 35 YEAR FLOOD PLAIN arVq�j `} � 1 t4__jj t M Lt 4-7 Scale -..._ •E. yzb 25' (d z.73;n art�.' I.. + la•`T 1"•100' r1 //a 6' T _ A•H1 M 4 ; PARKLAND DRAINAGE et PUBLIC UTILITY EAS WENT A _ % c�`-+' 1 LA .•, any _-a,r ei`z I` m.wri•tf.auri „v.(fat Lq "gala _°_, 1" e° -- a3u�to•�641*.lor aa�-- C CGuae ;,"154.--L-P�3/599„ - " ,TOWN AND COUNTRY SQUARE Q m +� 6 r.. "' y 30 ride Easemrn .R� y or Round _ 1+Ex+snq (ut ' Cr. '+�wT:w.a �M +!„/h '- Cabinet F.SL.290 �*• o �� pAt a•L ti IZ c 1 ,.:I Robinson -x-x-A- 4 W3,1•3e'u V,a 3 2 •n',,°C,�tl a w 3 ',, 1 1 N _ Land Limited 4, 798s. • 1.003 ,,,^ 0.952 .' Hf0.908 • A I. 18.904 AC. rsroi•,e,s�¢' 2.769 AC. rm. N� G u, rN 5. 5 AC r AC. NV P AC. E,H Ex. A-8 N7/•3/'30 S) tor,w °. V. . n o ,.`el N a° 1996/197 Nsz•3B'/o ZJ ///s8 a _ w s9•/evo••w �o ,ay �M N � o Nl � 72.57. /13/32'se 4Bd,B5. ; "t Y1 J / n. N25••/6 Zo APvra..e cull c A,at, a.r o! :99a,by ex.clay u�9 Pt.°nlag.°a a°nl^g ra.nl. na eltr ens aucn°rt..a N3E /5..80' co bn lll.a!o[nrn..a by[nn eau tl clerk axllt lamne nay,T - _'OB ____6.96 n Q /' _ !zs-act' • .LZ/.37' • / 1 babrZtew. H//• ZL37 /E fed.' 4 -- / " r�ir"-L--.DunMm F F. M. 620 (Width Varies) - i -5l% / y„:+�,-*N... Rom[. ell,rear __t _ -- "iii't `}�.• s care I PLAT NOTES: STATE o �• •1M M ^ 1W r TEXAS D,on the AT o1 1995. • ilNON ALL NEN BY tNESE P1165LHT5, a''•^" � 1. Building setbacks will be in accordance with the City a!Round Rock Brining COUNTY or W(LLtAMSax • liel DOCK 951.15 Ordinance. I,eilllam F.forest,Jr.,Registered Profeerlonal Land Surveyor,do Mreby certify cn.rl..Culgp yor 2. Sidewalks will be constructed in accordance with the City of Round Rock that I prepared this plat from an actual and accurate an-the-ground•re,of the land shown clay a!mar, Subdivision Ordinance. her and that the a umente ena bench nark shown hereon we•properly placed under ask,Tat. 3. A fifteen foot(15,wide public utility easement le dedicated adjacent to all my gr.enal ugeal.lan,�ln°�ceordance with cM 9ubalvlelan aqulaelan.o!tM Clty of Pountl etreetslde property line•of all lots shown hereon pO//qqkk/f 0(/ �� A T, t".(AStim7 4. A thirty foot 130,wide public utility easement centered on each interior lot AI./.i.• 1 / William r.Fur.et,•Ir. n �•t�•� line le dedicated from the North line of P.H.620 to the South line of the �.eG�. S L ,d,,__� Date?03-e7-1995 /KV�'I It 06:5630 A.n. Parkland,Drainage end Storm Sewer Easement shown hereon. A fifteen foot(15') /2-;a_qy Data •Lend,city a entry ri1N 4 F turded in wide public utility easement le dedicated along the East line of Lot 1 of this cyo!Aouna Pack.Texas Official Records f Iltulmsat rnuat7,Tx.Subdivision from the North line of F.M.620 to the South line of the Parkland, Or TEXAS • FIAINE BIZtIIl Drainage end Storm Sewer...lent ehwn hereon,a miler 15 foot easement le STATE RIM ALL NEN BY THESE PRESENTS: STATE Or TEXAS • MITI CLER dedicated along the Weet line of Lot 4 a dlacance of 145 feet. COUNTY 01 WILLIAMSoN • most ALL NU et Timex eaea,rte, • S. This plat is limited to 3 aeeese points to R.M.620. Late 1 end 2 will each have I,Daniel A.Shanahan,do hereby certify that the information contained on this plat =Nair or WILLIAMSON • en access point. Lots 3 end 4 will have a'hared access point. compile.w1Ch the sul.;21.lon ordinances and he stoneuatei drainage policy adopted by he alalnn alsz.11,clerk of eM lty (pgna Pack,iaae. t A County writing, it a!said cc any,ea of 6. Obstructions within any drainage easements shown hereon are prohibited. C� 4��/`,X (�' eZ SArC sStP`•E OF y''Hfif certify t4..ithat onthe 'a.pled(o<Fora d aninstrument L°..felon tM to'I.'day o!ace ed Dona •Il//('r(}a/� tr 1,.J1 .D.,1995, t g: •nlk.QN..a e ly[•core.d Daniel A.Shane •,,,, _'•�t r�nlM M e'1.1'•' aaY Ilorro, R.P.e.No.62169 DANIEL A Ril..AN/i fi '•!n tM Plat Rnoards of gala Ccency In Cabinet L. , le.,3ap. � •"'" ERTIIY NH3CH.WITNEaB MT NARO ANO 5[AL ac tM CavnLY Cwrt of laid CaunCY.at FOREST SURVEYING AND HAPPt MO CO. If Q•,,T 52169 ,y,.y office 1n Georgetown•Texan,the date last elm.above w[ltcrn. 1002 Ash St. II T•�"C,STEs;E�'�� Georgetown,Tx.78626 iS..\'N^L'ENG' El ale!lard!,clerk STATE OF TEXAS • from or TEXAS • Mu+� •a"aIIHtr Ib••. Coy ty COuiL°!Wllllemson Cwnty.Tuts PERIMETER DESCRIPTION FOR TEE WILL CALLER SUBDIVISION COUNTY OF N(LL1AN50N • COUNTY'OF WILLIAMSON • ''•4{•"'"•"'••,.:'.. ,C.1l.A./-,�_ -�.A d•,\ BEING 5.632 acres of the S.M.Harrell Survey,Abstract No,284,In Wllllameon County, 't By r W-S�s.w Deputy Tex.,the'see tract called 5.633 scree act described in a deed to 620 Auto Exchange Inc. That 1, Michael E. Bennett, Vice Thet 1 rr�w vr- !^i • / "tyi r recorded in Vol.2560,Pg.891,Official Records of Wlllluneon County,Terns. Surveyed on Fratdent of 620 Auto Exchange Inc.,tM the lien holder of tM certain tract of l we i A the ground In December of 1994,by William F.Forest,Jr.,Regiatered Pmfesslonal La. owner of the certain treat of lend recorded land recorded In Vol.2568,Pg.891,of the =1., surveyor Na.1847. In Vol. 256B, Pg. al,of the official Otflctal Record• of Milllasen County, t'�•'• /� /W: 'Innards of Willlam..on County. T.a., do ,do hereby consent to the subdivision '•l!/' „ ,f� BEGINNING et the Northeast corner of the ea.5.633 acre tract,In the approximate hernby asdleec.to the gbilr u•.(area... of 6 612 acre.of land situated in the city •r/fON GauN••, center o[Brushy Creak,end at the Northwest co(ner of Lot 1 of Sown and Country Square,s the streets, alleys, mm.... end .11 of Round Rock,Williamson C nty,Tease, .,,N1 subdivision[ orded In Cabinet rr slide 290. The Northeast corner of the J.M.Harrell other lands intended for public...Cation end do further hereby Join,approve,and e FINAL PLAT Survey e[andeabau[H 71 deg.i 2700 flat and N 19 deg.N]900 feat,more or lace. a.hown h•r•o^' cea.nL Go the tlMlcatlon to •public usn ../C',-x,_ :ol of er lards[. tended easement.one .iiTHENCE with the Nast line o!Lot 1 a[Town and country Square,9 00 dare.55 min.DO •.••/G Michael E.Bennett. ed other lands intended for gollc .X at 54.5 feet pea an iron pin found on the south bank of the creek,continuing in all Iv.P.620 Auto Exchenge, dedication Ss shown hereon. WILL GALLER SUBDIVISION 312.35 feet to an Iron pin found. Round Rockound era Ave. _ o0e Rock,Texas 7BL64 ,rr/.iy/t; i-'/µ,;/,, THENCE with the North line of Z.M.620,N BO deg. • (Name%[Llenholder,/-i 11 min.30 sec.W 421.37 test to an THE STATE OF TEXAS • OWNER: 620 Auto Exchange Inc. iron pin found,and N 61 deg.46 min.00..I.W 134.88 feet to an iron pin found. COUNTY OP WILLIAMSON • 'Signature, Michael E.Bennett,Vice-President Tnl. ln.crwanc . r+cknawl.aq.a ••15,,,,,,,,, //MR,6, ACREAGE: 5.632 Acres THENCE along the fenced East boundary Of an 18.904 acre tract conveyed to Robinson Land before me on the day of .a,,,e,eV, ITyp Naa) Limited In Vol.1996,Pg.197,finding iron pins a.follows, 1966,by Michael E.Bennett,Vice-President it. SURVEY: J.M.HARRELL ABSTRACT NO.284 N 38 deg.OS min.OS mac.E 26.96 feet, of 620 Auto Exchange Inc.,an behalf o[ NUMBER OF BLOCKS: 1 N 25 dog.16 min.20 act.M 29.98 fat, alg-430 Auto Excha,qp`inn. THE STATE OP TEXAS • N 31 deg.32 min.00 a.c.W 86.85 feet, 2ub(1� Y LI„c,. COUNTY of NIxxik,eo. s NUMBER OF LOTS: 4 K 49 deg.13 min.10 sec.M 111.6B feet, Wocnry P far atatn o!TJJPF This inetruan[ wad acknowledged NEW STREET: 0 N 51 deg.36 min.10 age.N 72.57 feet, Printed Names `(',,n, LYi:ne,- before me on the ay of El(, , N 71 deg.33 min.30 met.N 59.74 feet,and Me ComelesLon eapir•e. :v.., 1995,by{-,W,I„l1 lirG,n ti DATE: JANUARY 1995 N 55 deg.06 min.00 sap.W 79.86 fat. of an behalf of data SURVEYOR: WM.F.FOREST JR. �--� ( ENGINEER: DANIEL A.SHANAHAN TRENCH N OB deg-25 min.00 aec.Eat 49.60 feet pea 2.43 foot Neat of a 60 penny nail _ Y'I \, ,-T�T--- ��` found in a 36 Inch Sycamore,continuing in all 140.0 feet to the Northwest corner of the Baia 1i a- �-1\ ` BENCH MARK: Brass cap in concrete monument S.fiJ3 acre.tract. 1N• M,m8adt�� t, ubllc,stare,Tex to act f� *.y I F[tnc Nm., -'"�,w�� ElevaLocattion E.Line LOI,200'from 5 E.Game lI{mll explr.., '2 Elevation: 727 THENCE downstream with CM approximate centerline o[B[vehy Creek,8 72 alga DB min. _ /, � �,IH.MOOT& M $L 20 sec.E 866.41 feet to the POINT OF BEGINNING. 11 EIW1I1.4••02,5,5 3 a bllse.raeb J/G:/9t Yn--;a • DOC# 9512568 UTILITY EASEMENT 'vol.. 2699PMW0609 STATE OF TEXAS & & COUNTY OF WILLIAMSON & KNOW ALL MEN BY THESE PRESENTS & CITY OF ROUND ROCK & o inson Ranch Robinson 1991 L414 Limited Partnership That,Robinson Land Limited Partnership GRANTOR, of the County o Williamson, State of Texas, for and inconsideration 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 o GRANT, SELL, and CONVEY unto the said CITY OF ROUND ROCK, a T pal Corporation, certain rights and 'interests in the nature of a( e al 15'wide easement on and through the following described property: 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 furlok scribed by Exhibit A-8 in said document. Surveyed hegr and in March of 1995, by William F. Forest, Jr. , Regist ed fessional Land Surveyor No. 1847. provided, however, that this conveyance shal e rights herein specified only as to that portion of the ab e des ibed property more particularly described by course, width, an n th attached description known as the "Easement Area". To erect, construct, install , nd there er use, operate, inspect, repair, maintain, reconstruct, mo=i and r five the following: 12" Water Main, connecting lines, . c : facilities and related equipment; upon, over, and across said prop rt 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 n 1 t e easement area or on adjoining property of GRANTOR, which might int r i or threaten the operation and maintenance of any public utility Oui.m , ayc ssories, or operations. It is understood and agreed that any and a -qu m nt and facilities placed .upon said property shall remain the proper ',,NTEE. GRANTOR expressl subor i ates all rights of surface use incident to the mineral estate t#)the oe e cribed uses of said surface by GRANTEE, and agrees to lend r s o tions on behalf of GRANTEE upon request. It is e e un stood that the GRANTOR or future Owners of this property res th ' ht to use this easement for all purposes which do not interfere wit rev t its use by the GRANTEE. TO HAV 0 LD the rights and interests herein described unto the CITY OF RO D ROCK, TEXAS, and its successors and assigns, forever, and GRANTOR do \hereb bind itself, its successors and assigns, to warrant and forever i f f , all and singular, these rights and interests unto the CITY 0 K, TEXAS, and its successors and assigns, against every perso who r lawfully claiming, or to claim same, or any part thereof. OFFICIAL RECORDS WILLIAMSON COUNTY Trvr -1- VOL. 2 69 9 PAGE 0 6 I 0 EXECUTED this day of MICitc&t) , 1995. ROBINSON LAND LIMITED PARTNERSHIP, a Texas limited pa ership By: (i'/.. , -,- By: C2 A. H. R binson, II John Oscar Ro inson Its: General Partner Its: General Partner ROBINSON 991 LAND IMITED PARTNERSHIP By: Robinson, � . By A. H. o III Jo n Oxcar Robi Its: General Partner Its: General Part siOe CHARLOTTE DIES ROBINSOIV� o A. H. Ro i so I I Co-Trustee of the Charlotte Dies Co-Trustee o h Char otte Dies Robinson Robinson Exempt Maeital Deduction Exempt Mari u ion Trust and as Co- Trust and as Co-Trustee of the Trustee of t ar tte Dies Robinson Charlotte Dies Robinson Nonexempt Nonexemp Marit 1 eduction Trust. Marital Deduction Trust. --1,644. Ra.;c..a„, 67....d.,.. chariadfr....,/t4,4,........d FLORA ROBINSON COSPER CHARLOTTIO ROBINSON Co-Trustee of the Charlotte Dies I iv' Robinson Exempt Marital Deduction Trust and as Co-Trustee of the Charlotte Dies Robinson Nonexempt Marital Deduction Trust 6;', , , . H. R B SON, III AO N OSCAR ROBINSUN 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 B B Y: g6/44,4,m-iiiiiii------ Charlotte Dies Robi o n idually, A. inson, III, Co-Trustee of the and as Co-Trustee he lotte Charlottee Dies Robinson Exempt Marital Dies Robinson Exeti t Mari a Deduction Trust and as Co-Trustee of the 0as C Trustee Charlotte Dies Robinson Nonexempt Marital Deduction Tr st of the Cha t inson Deduction Trust. Nonexempt t" r' motion Trust ITS: General Partner ITS: General r By: L-,(Q- B : Flora R ' on o per, Co- ustee Ge rg . obinson of th a o to Dies Robinson Its: General Partner Exemp Marit'l Deduction Trust and as -Tr ee of the Charlotte Di o ' Nonexempt Marital D ra n�Tru s t Its• Hera rtner -2- YOL. 2699 PAGE 0611 Approved as to form: City Attorney STATE OF TEXAS ) ACKNOWLEDGEMENT OF WILLIAMSON ) 000UNTY This instrument was acknowledged before me on this •t. •. cf 'Inv,ak.._, , 1995 by A. H. Robinson,III; John Oscar 'oeinson; Charlotte Dies Robinson, Flora Robinson Cosper and Geor F. i' son in capacity as General Partners of Robinson Land Limited ership, Robinson 1991 Land Limted Partnership, Robinson Ranch. (77 ..-moo Notary Public `i- J o the State of TE C MELISSA K.MILLER ' ° Notify Public,State of Texas , +� ' My Conmbclon Wes , Q,0.4* MAY9,1997_ _ . 0 0 0 -3- FOREST SURVEYING AND MAPPING CO. 1002 Ash St. you 2699 PAGE pS 12 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 -eed Records of Williamson County, Texas. Said 47.83 acres is p t 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 o e 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 Exchange 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, l 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 si 19 minutes and a radius of 922.93 feet. THENCE 472.23 feet with the arc of th 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 li - 0 F.M. 620, N 88 deg. 52 min. 05 sec. W 213.0 feet to a c e monument found at the beginning of a curve to the left h ng ` adius of 2351.83 feet and a central angle of 11 deg. 43 m• . 10 ec. THENCE 481.07 feet with e c o the curve, the chord bears N 82 deg. 29 min. 10 sec. W 0.23 t to set an iron pin. THENCE N 01 deg. 39 min. se . E 15.0 feet to the beginning of a curve to the right having r dlus of 2366.83 feet. THENCE 482.54 feet ith the arc of the curve to the right having a central angle of eg. 41 min. 50 sec. , the chord bears S 82 deg. 30 min. 20 se . .70 feet to the end of the curve. THENCE S 88 deg. n 5 sec. E 211.10 feet to the beginning of a cure t ? e 'ght having a central angle of 29 deg. 19 min. and a radiu 9 3 feet. THENCE 479.9 e • 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. 0 THENCE 1 e 6 min. E 88.37 feet to the West line of the said 5.633 a THEN 3 . 08 min. 05 sec. W 15.22 feet to the POINT OF BEGINNING. vol.. 2699 PAGE 06i3 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 ma "on hg- ground of the property legally described hereon and is correct and that h ,,Y are no significant discrepancies, conflicts, shortages in area, know undary line conflicts; visible encroachments, overlapping of improvements, ili lines or roads, except as shown on the attached plat, and that sai operty has access to and from a public roadway. Records research for easement v cation has not been performed unless indicated on the attached plat by - . d references. TO CERTIFY WHICH, WITNESS my hand and seal at Georgetown, -8, •his the 17TH day of March, 1995, A.D. file:CITYRR.EAS (WP5) '..C,:):;41.---.--. ) WM. ST JR. RE ISTERED PROFESSIONAL L SURVEYOR . 1 7 4 D 9512568 ��, ` i T ,;t:4,� • Rec. $ 17.00 4fi33\u•p Date : 03-31-1995 46 Time • 05:05:22 P.M. SUF-1' t Filed &Recorded in IC) Official Records of WILLIAMSON County, TX. ELAINE DIZZELL COUNTY CLERK .04,p.,,,,,,k lec_ek P,LI&L. LiJoALAJ as ( O Ta .-i ciaw_c()_A)m.,-, 78 O O 11111 111111 IllIlll IlJJlll11 Jill JiillhlJl il SM T 2009084396 5' 10 PGS WATERLINE EASEMENT THE STATE OF TEXAS § § KNOW ALL BY THESE P -ESEN COUNTY OF WILLIAMSON § N ! NN That ROUND ROCK INDEPENDENT SCHOOL DISTRICT, whose cu r nt/a l ss is 1311 Round Rock Avenue,Round Rock,Texas 78681, and its successors and assigns, hereihafter eiTed to as "Grantor"), for and in consideration of the sum of TEN and NO/100 DOLLAR -1 other good and valuable consideration paid by the CITY OF ROUND ROCK, TEXA_ ,(a-1r4nicipal corporation (hereinafter referred to as"Grantee"), whose mailing address is 221 East Maid-Sb et,Round Rock,Texas 78664, the receipt and sufficiency of which is hereby acknowledged, dges(here y;9RANT, SELL and CONVEY unto Grantee a perpetual easement and right-of-way to co‘tru Ninstall, operate, maintain, inspect, reconstruct, enlarge, relocate, rebuild, repair, and remove`a,n!aterlistribution system and waterlines,together with all necessary lines,pipes,conduits,valves,Kva i1ts,rn oles,ventilators,and other equipment, improvements and appurtenances thereto, in, lip*N0e0 der, above and across the following described property of Grantor,to-wit: j �—, \( See Exhibit"A"describing a 0.84 acre of land out_of INl arre11 Survey Abstract No. 284,Williamson County,Texas,being a poitiotgqft rtarn 43 acre tract described in a Deed to Round Rock Independent School Distri tttecorde in Volume 529,Page 268 of the Deed Records of Williamson Count 'I Np rtion of that certain 4.482 acre tract y,�'r , p, described in Deed to Round Rock In'dependent�\chool District recorded in Volume 529, • Page 264 of the Deed Records of Williamson C9u rty, Texas, and a portion of that certain 0.432 acre tract described in a Deed to. ound 1,ek Independent School District recorded in Volume 529, Page 267 of the Deed Record s of Williamson County, Texas. The said 0.84 acre of land being more particularly described by metes and boudns as attached. See "Sketch to Accompany/Msel:10 on" attached hereto and made a part hereof for all intents and purposes hereu o a d,i iaan wise pertaining,showing such easement. K> ,fN ( / ) This conveyance is made,•ancl sec pted subject to any and all conditions and restrictions, if any, relating to the hereinabove,described`p operty to the extent, and only to the extent, that the same may still be in force and effect and 07own o ecbrd in the office of the County Clerk of Williamson County,Texas. Except (othervise coed,the easement, rights and privileges herein granted shall be perpetual; provided,hog 'per, that said`eaasement, rights and privileges shall cease and revert to Grantor in the event the said water(it1e ab adponed,or shall cease to be used,for a period of five(5)consecutive years. Granter-co enN,ts that it will not convey any other easement or conflicting rights within the area covered by'this`, •ant without the express written consent of Grantee, which consent shall not be un easona t with1*. Grantee shall have the right to review any proposed easement or conflicting use of the eaaemelrt determine the effect, if any, on the waterline contemplated herein. Prior to granting its con( tt fo Nother easements, Grantee may require reasonable safeguards to protect the integrity of the wa er ine. Asirequired by this paragraph, express written consent of Grantee shall be obtained by Grantor in the--Lowing manner: advance written notice must be given by certified mail to the(1) City of Round Rocks City Manager at 221 East Main Street, Round Rock, Texas 78664, and (2) City Engineer at 2008 • Ent e rise Drive, Round Rock, Texas 78664. Following receipt of such notice, the City of Round Rock O:‘,1a,SCCLDISD141h555IPREAtESrATeo)176211.DOC • shall have ten (10) days in which to respond in writing granting consent, conditioning con upon reasonable safeguards,or denying consent, • Grantor further grants to Grantee: (a) the right of ingress to and egress from the easement over and across Grantors dperty by means of roads and lanes thereon, if such exist, otherwise by such r(Ie6 qi i es as shall occasion the least practicable damage and inconvenience to Grantor;;Ip( 'i c) that such right of ingress and egress shall not extend to any portion of G,nrrtorr's ei y which is isolated from the easement by any public highway or roa 16 ossing or hereafter crossing the property; the foregoing right of ingress and egrekcludes'the right of the Grantee to disassemble, remove, take down, and clear-aay ,any barricade or other structure which obstructs, prevents, or hinders Grantee\'s1n Tess to and egress from the Grantor's property, and should Grantee deem it necessary to so'dassemble, remove,take down, or clear away any such barricade or other structure,, shall, as soon as is reasonably feasible, replace or restore Grantor's 4erty)*as similar a condition as reasonably practicable as existed immediately prior to/Grantee's actions pursuant to this provision,unless said barricade or other struckike is iricansistent with the rights conveyed to Grantee herein; (b) the right of construction, maintaining ahc\using such roads on and across the property as Grantee may deem necessary ih(the exercise-o£the"right of ingress and egress; (c) the right to mark the loca{o\of the e's ment by suitable markers, provided that such markers shall be placed in tocatipns jvl 1ch will not interfere with any reasonable use Grantor shall make of the easement ' • (d) the right to grade the eases ter t for the full width thereof and to extend the cuts and fills for such grading into and on e1ancl along and outside the easement to such extent as Grantee may find reasonal0Oessairy; 0 J ((/ )/ (e) the right fromAihe t fime to trim and to cut down and clear away any and all trees and brush now orherfta'ter on the easement and to trim and to cut down and clear away any trees on e't rer sid€9f he easement which now or hereafter in the opinion of Grantee may b0 ha7 rj tQ the peline,valves,appliances or fittings,by reason of the danger of falling terepra.br.jooti.rifiltration therein, or which may otherwise interfere with the exercise of C,Graniee'lights hereunder, provided, however, that all trees which Grantee is hereby aCitl br.ized to cut and remove, if valuable for timber or firewood, shall continue to be the e,,p,ropertYN4iGrantor, but all tops, lops,brush and refuse wood shall be burned or removed / --2yNGr�tee; ( � ' th�light to install,maintain and use gates in all fences which now cross or shall hereafter �eross the easement;and right to support the pipelines across ravines and watercourses with such structures as \ Grantee shall deem necessary. 1 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 iitl,repair- ny damage it shall do to Grantor's private roads or lanes on the lands; ,\\ // / / (c) Grantee shall indemnify Grantor against any loss and damage which s+i(1al-l'-e c, sed bythe g � exercise of the rights of ingress and egress or by any wrongful oLlregliin'ct'or omission of Grantee's agents or employees in the course of their employe � ht. 7\� N! Grantor also retains,reserves,and shall continue to enjoy the surf c��af stre41'easement for any and all purposes which do not interfere with and prevent the use by Grantee?qlle 'aken4ift, including the right to build and use the surface of the easement for private streets, roads, rlrrvewayS>alleys, walks, gardens, lawns,parking areas and other like uses;provided Grantor shall not'erct o1 Nistruct on the easement any building or other structure such as a patio, swimming pool, spor :9uit for ie shed, accessory building, barbeque pit or similar structure,or drill or operate any well,ors' nrstr•u t"arreservoir or other obstruction on the easement, or diminish or substantially add to the group over Av r the pipelines. Grantee shall not be responsible or liable for the removal, repair or damage jo y4i o\airty, structure, building,or other use inconsistent with the rights conveyed to Grantee by the,ea er it• provided, however, before constructing any improvements,at least ten(10)days' written notice 1 all be r)vided to Grantee of the general plans of the improvement to be constructed on the l easemand tor` nust first obtain the consent and approval from Grantee of the construction and location-of"any irpr'�veme ri is within the easement. • ) ' • It is understood and agreed that any an, -n 1 eg9ip lent and facilities placed upon said property by \Grantee shall remain the property of Grantee. \ ' i\ Ni Grantor hereby dedicates the easenietit as a public utility waterline easement for the purposes stated herein. \�\ 0 N N/ TO HAVE AND TO$OLp ch ri s and interests described unto Grantee and its successors and assigns forever, and Grantor does,\re�e y bind itself, and its successors and assigns and legal representatives, to warrant,alj\fot-e.t?\er,defend, all and singular, the above-described easement and rights and interests unto Grante , is successors and assigns,against every person whomsoever lawfully claiming, or to claim same,,an p t there¢f IN W/I T c HEREOF, Grantor has caused this instrument to be executed this 6 _ day of GRANTOR: ROUND ROCK INDEPENDENT SCHOOL 07-fr-- DISTRICT, v Alan Albers,Executive Director 3 ACKNOWLEDGMENT N/NNy THE STATE OF TEXAS § flNN COUNTY OF WILLIAMSON § —\ This instrument was acknowledged before me on this the ay of—the month of /V , 2009, by Alan Albers, Executive Director, of Rouu ock InOpendent School District, known by me to be the person whose name is subscribed to i•egoing instrument, and acknowledged to me that he executed the same as the act and deed of and dn.behalf of: aid entity and in the capacity and for the purposes and consideration therein expressed. �\�\ < • Notary Public, Spa o Texas After recording please return to: c -----, -____-- Sheets&Crossfield,P.C. 'r,,,,,,ti;, 309 East Main Street // \ o�taY.Pcky �'ei",n SHIRLEY M.REAVES Round Rock,Texas 78664 '4k $ Notary Public \\ - _ /q State of Texas \/ ;% s;�.,...... •'g My Commission Expires �\ \, 1 .r March 05,2010 (171n 0 yi CN.��J 2 � Z \N\ 4 091109 -11 FIELD NOTE DESCRIPTION I D.84 ACRE OF LAND J.M.HARRELL SURVEY,A-284 '‘,•• WILLIAMSON COUNTY,TEXAS I,,,, 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 NN 43 ACRE TRACT DESCRIBED IN A DEED TO ROUND ROCK INDEPENDENT SCHOOL K DISTRICT RECORDED IN VOLUME 629, PAGE 268 OF THE DEED RECORDS OF WILLIAMSON COUNTY, TEXAS, A PORTION OF THAT CERTAIN 4.482 ACRE TRAGIF— DESCRIBED IN A DEED TO ROUND ROCK INDEPENDENT SCHOOL DISTRICT RECORDED —7 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 DEEI TO, ROUND ROCK INDEPENDENT SCHOOL DISTRICT RECORDED iN VOLUME 529,PAGE 2&7\ / OF THE DEED RECORDS OF WILLIAMSON COUNTY,TEXAS, THE SAID 0.8�,ACR>"OF LAND BEING MORE PARTICULARLY DESCRIBED BY METES AND BOUNDS AS LLOWS'J BEGINNING at a point on the west Ilne of Lake Creek Olive,the same being:tl a east 1lne of the said 43 acre tract,from which a Y Inch diameter steel pin set with cap stamped Lenz&Asknc.at the Intersection of the south right-of-way line of Round Rock Avenue(R,M.,620)and the west right-of-way line of lake Creek Drive at the northeast corner of the said 43 tare tract'bears N 10°53'59°W,463.31 feet and a computed point in a power pole at.the southeast-corner of the said 43 acre tract bears S 10'53'59'E, 1463.32 feet and from said Southeast rcirriar of the 43 acre tract a cotton spindle in asphalt set in Lake Creek Drive for-refefrence bears,N 79°06'50`E, 6.00 feet; /- --i 1 < THENCE,traversing the interior of the said 43 acre tract,the calti.4.482 re and the said 0.432 acre tracts,the following forty-one(41)courses and distances� � , 1) S 79°06'01'W,15.00 feet to a point; ) 2) N 10°53'59'W,417.25 feet to a paint �� ,� 3) N 30°39'42'W,37.66 feet to a point; 4) S 88°28'2S"W,193.61 feet to appin1. 6) With a curve to the right,having a central angle of 03°56'51°,a radius of 994.13 feet,an arc of 88.49 feet and.a c ord bearing and distance of S 89°35'45"W, 68.48 feet to a point; 6) 5 48°09'28"W,39.;t�fa\a otnl; • 7) S 42°56,' "E,b 2fe t a a nt; 8) S 47 03 45 W,2N 4..46 eel-fa a point; 9) S 11°'8 V E,10006 eet to a point; Q)5,32° 0' °E,4 .g8 feet to a point; 41:$57°4915°W,130.51 feet to a point; (/',,,2yS\7t° 6'31"W,60.96 feet to a point; 31 S 37-63'31"W,24.66 feet to a point; '3°46'16'W 99 05 feetto apoint;I��rl) 1 DN 73°16'44'W,41.83 feet to a point; N, 16)N 85°51'45"W,127.58 feet to a point; 17)S 79°14'31"W,1.28 feet to a point; 18)S 10°45'29"E,40.02 feet to a point; N __ Page 1 of 3 EXHIBIT "Ali i 1 091109 - 1 0.84 Acre Round Rock High School Page 2 of 3 19)S 79°14131°W,15.00 feet to a point; 20)N 10°45'29'W,40.02 feat to a point; ° 1 ° ( V 21)S 79 14 31 W,229.68 feet to a point; 22)N 10°52'20'W,15.00 feet 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; KN( NV 25)S 73°16'44'E,27.69 feet to a point; • 26)N 13°4616°E,88.46 feet to a point; -� 27)N 37a 53c 31■E,32.40 feet to a point; 28)N 72°16'31°E,63.70 feet to a point; �\ 28)N 67°49'15'E,113.61 feet to a point; �\ 1 a 30)N 32°10'45'W,37.24 feet to a point; / ' / 31)N 11°18'59'W,111.20 feet to point; 32)N 47°03'46'E,17.86 feet to 8 point 33)N 42°56'15'W,47.68 feat to a potn� / 34)With a curve to the right,having a central of 12°54'39',a radius of 994.13 feet,an arc of 224.02 feet and a'chord bearing and distance of N 77°24'14"W,223.54 feet to a point; � N / \ \ 35)With another curd to .E r�gtit;-having a central angle of 03°04'35',a radius of 3894.72 feet, an ark of 209 12,E f'et 6nitt'a chord bearing and distance of N 79°37'13"W,209.10 feet to a pei NN 36)S 11°09'1 f,'6.14leot to a point; 37)N 78° iI(42'W,*."0 feet to a point C38 fV Q9 1 E;8�4 feet to a point; r �d9 With a eunie to the right,having a central angle o101°18'41°,a radius of 3894.72 feet,an \✓ / c of,89.14 feet and a chord bearing and distance of N 77°12'21°W, 89.14 feet to a point; \,,40)S 52°44'23"W,3B.46 feet to a point; (\ " 'f 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 line of Lot 1,Deepwood Center,Section 1,a subdivision of record in �_� Cabinet J,Slide 123 of the Plat Records of Williamson County,Texas; \\N 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-of-way line of \\ Round Rook Avenue(R.M.620)at the northeast corner of the said Lot 1; THENCE, along the present south right-of-way line of Round Rock 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°12'10'E,89.88 feet to a%inch diameter steel pin found; N. 2) N 52°44'23'E,42.05 feat to a concrete monument found; \ /___5\ 3) With a curve to the left,having a central angle of 04°44'00",a radius of 3879 72 feet,an,`_/ arc of 320.50 feet and a chord bearing and distance of S 78'48'43"E,320.4 WAto a-yt inch diameter steel pin set with cap stamped Lenz&Assoc replacing a' 4 diameter, steel pin found previously; C ., 4) With another curve to the left,having a central angle of 13°18'56',a ra s o 979.1 feet, an arc of 227.65 feet and a chord bearing and distance of S 77°3t41 ��04 eet to a point; �\/ THENCE, traversing the interior of the said 43 acre tract, the foif )l g w(j)``c?ourses and distances: /,� N,\�// 1) S 42°56'15"E,47.66 feet to a point; { I 2) N 48°09'26"E,45.58 feet to a point on the present-souk(rig_fit=of ay line of Round Rock Avenue(R.M.820); /;'--�, THENCE,with the present south right-of-way line of Rc�,und Rock tvanue(R,M.620),the following two(2)courses and distances: /7-----„::::\\"---..---/ 1) With a curve to the left,having,a central angl f 04°18'07',a radius of 979.13 feet,an arc of 73.52 feet and a chor ,b Ong and dis��r ce of N 89°46'00"E,73.50 feet to a/a Inch diameter steelpin setwith c stain ed Lent&Assoc; .N. .,\!// 2) N 88°28'29" E, 202,53 feet to a porn,-,fr9rh which the previously mentioned '/: inch diameter steel pin set with cap stamped Lenz&Assoc at the northeast corner of the said 43 acre tract bears N 88°28'29 ,16.82 feet; THENCE,S 30°39'42'E, -dJste e of 49:Q$feet,crossing the said 43 acre tract to a point on the west right-of-way line of L Crlie eel D�tivei the same being the east line of the said 43 acre tract; THENCE,S 10°5,59"-E,a di t n 9 419.88 feet along the west right-of-way line of Lake Creek Drive to the PLACE ORS ©3 MI 3;"containing 0.84 acre of land,more or less. 772 / \', BEARINGS Aok NAD 7 ASED ON PUBLISHED VALUES FOR CITY OF ROUND ROCK COI+ftRbL MO(Vt1MENTMO -003(N-10158131.5151,E-3125847,8848)AND AZIMUTH MARK 01(0K3A, N ( V ---/L:= )--) I c,- 2-d- 07___ 1'1Mo11-1-NA.LE Z,R.P.L.S NO.4393 ,,. 7Canz&Ass sates,Inc. -ct -- � 4 Russ`eil Drive 6'Z''•'.."‘6'7E.,,*' -÷(*.fiA'`�`�' kc�`�• ( Aust ,Texas 78704 ' 0%F (612 3-1174 .c t=t �\ ✓� i TIPAOTI•il'fti.LE NG d ( óooa7wLE1.doc ;a -i',93 ►%�r'f C, N su>aG.o- . RECORDERS MEMORANDUM . All or part of the text on this page was not clearly legible for satisfactory recordation. U 1 MAP TO ACCOMPANY FIELD NOTES �2 GRAPHIC S C ALE N 0 /- (- ( TN F r ) \ I � �� N Q ft. / f?„,„ /! �0 SUE ,-��lti �� c_s c h, (RM. 620) Q /Jf 4N r\� C \ ..- �� c L-3 •f r V / 1 r- j ,,,_____ ____A1 t t WO.84AG. (::Nj') 1 \I tr. ( -:_____T Z. Cac. \ I"ZVE.2i ..A ll K )) tl\‘t, ' ,..N t Wr \ 9::.14‘&e9 _________:-.i„ .„.. N---.._-,/ 7 -, VT 1:46-5* / \ \ will C 1:;1° .401. t'al\F°1; \ N,./ / c•• N4/) ,...\ia'''N i Vi '' ?-•22! L- ~J 0, \ 1 � ! i • `' l` f R.R.I.S D. pi Rat?. EMANNDER OF 43 AC. L 410 • 4. 529, PG. 268 - TRACT 1 1 q '1 (7fizN.j -- V::1-1, ‘ ` 'A COB M. HA RREL L SURVEY I.L !h ,l� 2 A -284 '1 ( ONCRETE MIq NUNENT FOUND 1 o \GNLEssNOTED) D �2'S l_PIN set w/cAP A, r CIF jc AAKED LENZ do ASSOC, nn F- s r � A •NAk.FOUND ��,� ,� .��.�rn P.0.C. POINT OF COMMENCEMENT �� P.O.B. POINT OF BEGINNING TIMOTHY A.Lfham?' !:•. N--4 ;�p�Eq Tp p OE TEO FOR ,"-" t�� 110/NRUNE A5EhdE�17 ---1.. 42,93 =r 0!� \\ COTTON SPINDLE SET ��1 r�.:�°�{.` if AT t7RNER-',` \ jREPARED BY: • 9�,50^E,.,s.0o�' N�EENZ & ASSOCIA l'ES, INC. 1 E. -2 6-n? 147 430.3 RUSSELL DRIVE AUS77N, TEXAS 78704 PAGE 1 OF 3 (512) 443-1174 W.L.E. 1 tlTs-thtgt4ebtsharedfifes\Land Pta(eals 3UM Harrell Survey-t 1Iiamson County TexastdwwgtP oposed Easemenls.dtvg,10I28I2009 9:57:08 AM,Benz • 09110-1 RECORDERS MEMORANDUM MAP TO ACCOMPANY All or part of the text on this page was not ` clearly legible for satisfactory recordation.� r! FIELD NOTES GRAPHIC SCALE sD 100 200 Nt<Nf> /1( itcCS ( W FEET ) O,� )7 1 ---5 1 mob = 100 ft. ' 7 /\) �tiQa�' ROUE N �,__/ .,\ a V��9 ROck �4 GN‘‘‘, U ,� CN, l.�39 V�y6 � rQ �--. 1 L-36 ';1.,‘4 C.---.‘3'\- ZI%, 0,) v v ' �7�1�� 4it ...._..--..—`41.4ki R.R.LS O. �`��,. �, ;1 f REMAINDER OF 0.432 AC. ' —' 7 S .1 1 VOL. 529, PG 287 1 It lV ---Y e‘, v /,Pi • `a 'I I DA ----)/ 1 1 r 1 1r a 1`I11 r ^� ,aI 1-4% 1:11 l�v"7370 \ 2 11 c r4 1 \ �k r � , 0 1.11 t -7 A 11 1 tv��o�� \�� i i� t� .1 1 �1 N N/' \ •G W. �„,9 ilz II, it I D �_Zs ;I 1 \ 0.84 AC. ti h v* -----"--"-kw - r r L-14 �� r�} 1 < _ '`N A �`t'19 °� os U, I0� `J 1 g 1 ) vV j IAI R.R.I.S.D. llREMAINDER OF 43 AC. n NltN VOL. 529, PG. 268 TRACT 1 >/N 1 't: J •' `05N tt rm. HA RREL L SUR VE Y 'CE6�.tT �`' 11ttti\ 1 ■ ONCRE'rt�So UMENT Fo15�1D1 A L CJ`f` a \1 2'STEEL I FOUND •1 1 { NLESS NO 0) / D N1/2 S PIN SET Yf/CAP11 � 1A F DNz ft ASSOC.' I GRAPHIC SCALE < Cp.0.C. POiI4>OF COAII(ENCEMENT lk a ao too zoo \NP:OB. POI��NppT OF BEGINNIN��GGq N„M-9iYA to EEASE11EhlTrED FOR 1 r \\ COTTON SPINDLE SET Il ( IN T ) �\ / 11 1 inch s 100 ft. JI,IE'AARED BY: :1 _ -LENZ & ASSOCIATES, INCt 3 4303 RUSSELL DRIVE ! r— AUS77N, TEXAS 78704 1 1 PAGE 2 OF 3 (512) 443-1174 11 1 W.L.E. 1 Wrs-rhtgl4eblsharedhtestand Projects 3iJM Harr4S),(rvey-Wilnamson County Texasidwg\Proposed Easements.d►vg,1012812009 9:E8:01 AM,Uenz O91109 - 1 MAP TO ACCOMPANY FIELD NOTES CURVE TABLE CURVE DELTA RADIUS TANGENT ARC CHORD BEARING C-1 3'S6'51' 994,13 34.26 68.49 68.48 S89 35'45"W C-2 1254',3,2" 994.13 112.48 224.02 223.54 N7724'141W 0-3 3174'J5' 3894.72_104.59 209.12 209.10 N79,37'1J"W C-4 178'41' 3894.72 44.57 89.14 89.14 N7772'21"W l C-5 4 44'00" J879.72 180.34 320.50 320.41 57848'43'E C-8 1378156' 979.13 114.29 227.55 227.04 S7731'41 E /v1 C-7 4.,9'07" 979.13 36.72 73.52 73.50 11189 46'00 UNE TABLE /". UNE BEARING DISTANCE L-1 579'06'01'W 15.00 i N L-2 N30 39'42"W J7.66 '\ N L-J 588 28'29"W 193.61,.. L-4 548'09'26"W 39.29., J L-5 S4256'15"E 5,6.4,\ N J L-6 547V3'45"W 24.48.E L-7 51178'59"E !710.08 (^' L-8 S3270'45"E ,49.48 L-9 S5749'15"W 130,51_, L--10 ,57276'.31111 . 60:96. L-11 S37 53'31"W 24.55 L-12 513 46'16'"W 990.05 L-13 -N7376'44"W. 41.83 L-14' . N8551'45"W_ -12758 L-15 S79'14'31"W 1,28 L-16 5WP 45',29"E 40.02 L-17 S797 4'311'FSI . 15.00 L-18 . N10'45'29"W 40,02 L-19 5797.011W, 229.68 L-20 Nt03 `20"W 15.00 \� L-21 N79'14'31"E 247,95 L--22 S85'51'45"E 131.20 'L-23.. 57.376'44'E 27.69 L-24. N13 46'16'E 85.46 L-25 7 53'31"E_ 32.40 ('‘) V r/r L 26 N72'I6131 E 63.70 L7,27 N57 49'15 E 113.61 N 28 NJ270145`W 37.24 L-29 NJ17859"W 111.20 L-30 N4703'45"E 17.86 L-31 N4256'15"W 4X66 L-32 S11129'18'W 6.71 C/ L-33 N7850'4271 15.00 L-34 Nf109'18"E 6.94 L-35 552'44'23"W 36,46 L-36 S79'l2'10"W 93.37 �\ L-37 N1V 58'57"W 15.00 L-J8 N7972'10'E 89.88 . ,/\�`��\ L-39 54'23"E 42.05 L-4S42d S42 56'15'E 47.66 �\ L-41 N480926"E 45.58 L-42 N88 28',e9"E 202.53 L-43 53039142"E 49.08 L-44 N88'28'29"E 18.82 \ \ L-45 S10.53'591- 43.45 )2EPARED BY LE'NZ & ASSOCIATES, INC. 4303 RUSSELL DRIVE AUSTIN, TEXAS 78704 PA GE 3 OF 3 (512) 443-1174 wL. , 11Ts•rhtgt4eblsharedfiles\Land Projects 3UM Harrell Survey-Williamson County Texasktwg\Proposed Easements.dwg,10/28/200910:01:20 AM,Uenz FILED AND RECORDED OFFICIAL PUBLIC RECORDS 2009084396 .k)ame,L6E.-R-dv,_ , 11/18/2009 02:12 PM MARIA $52.00 NANCY E. RISTER, COUNTY CLERK /N > WILLIAMSON COUNTY, TEXAS \/ (ir'N\N1 Ni h,N,Ni CI5 < )\ NN/N J O PI\ J) 'P __j) cV .v 1 ,,_____.i iN NN'---- ) • SHEETS &CROSSFIELD 4 D 309 EAST MAIN STREET ROUND ROCK, TX 73664