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CCpkt2017-11-14
A Y{OUR} HOMETOWN AGENDA Regular City Council Meeting Tuesday, November 14, 2017 @ 7:30 PM Anna City Hall, Council Chambers 111 N. Powell Parkway, Anna, Texas 75409 The City Council of the City of Anna will meet in Regular Session at 7:30 PM, on November 14, 2017, at the Anna City Hall, Located at 111 North Powell Parkway (Hwy 5), to consider the following items. Welcome to the City Council Meeting. Please sign the Sign -In -Sheet as a record of attendance. If you wish to speak on an open -session agenda item, please fill out the Opinion/Speaker Registration Form and turn it in to the City Secretary before the meeting starts. 1. Call to Order, Roll Call and Establishment of Quorum. 2. Invocation and Pledge of Allegiance. 3. Citizen Comments. Citizens are allowed three minutes to speak. The Council is unable to respond to or discuss any issues that are brought up during this section that are not on the agenda, other than to make statements of specific factual information in response to a citizen's inquiry or to recite existing policy in response to the inquiry. 4. Receive reports from Staff or the City Council about items of community interest. Items of community interest include: expressions of thanks, congratulations, or condolence; information regarding holiday schedules; an honorary or salutary recognition of a public official, public employee, or other citizen (but not including a change in status of a person's public office or public employment); a reminder about an upcoming event organized or sponsored by the governing body; information regarding a social, ceremonial, or community event organized or sponsored by an entity other than the governing body that was attended or is scheduled to be attended by a member of the governing body or an official or employee of the municipality; and announcements involving an imminent threat to the public health and safety of people in the municipality that has arisen after the posting of the agenda. 5. Consent Items. These items consist of non -controversial or "housekeeping" items required by law. Items may be considered individually by any Council member making such request prior to a motion and vote on the Consent Items. a. Approve Council Meeting Minutes from October 24, 2017. (City Secretary) b. Review the minutes for October 2, 2017 Planning and Zoning Meeting. C. Review Quarterly Investment Report (Dana Thornhill) d. Consider/Discuss/Act on a Resolution approving the "West Crossing Phases 9 & 11" preliminary plat.(Maurice Schwanke) e. Consider/Discuss/Act on a Resolution approving the "Anna Crossing Phase 2" final plat.(Maurice Schwanke) f. Consider/Discuss/Act on recommendation regarding "Pecan Grove Phase 2" final plat.(Maurice Schwanke) 6. Consider/Discuss/Action on appointment of a Mayor Pro Tem. (City Council) 7. Consider/Discuss/Action on appointment of a Deputy Mayor Pro Tem. (City Council) 8. Consider/Discuss/Action regarding a Resolution authorizing a Master Lease Agreement for the lease of City vehicles and a Full Maintenance Agreement for fleet management services with Enterprise Fleet Management. (Dana Thornhill) 9. Consider/Discuss/Action regarding a Resolution approving an Interlocal Agreement with Anna IS D. (Maurice Schwanke) 10. Continue the public hearing on an Ordinance changing the zoning district designation from Agricultural (AG) to Planned Development (PD) on a 10.25 tract of land located on part of lot 1 of the Anna ISD Addition, requested by the Anna Independent School District. (Maurice Schwanke) 11. Consider/Discuss/Action regarding a Resolution approving a bid and authorizing the City Manager to execute a contract for the Foster Crossing Water Line Project. (Joseph Johnson) 12. Consider/Discuss/Action regarding a Resolution authorizing the City Manager to execute a Standard Utility Agreement with the Texas Department of Transportation (TxDOT) for the US 75 Utility Relocations Project. (Joseph Johnson) 13. Consider/Discuss/Action on an Ordinance authorizing the issuance and sale of City of Anna, Texas, Combination Tax and Revenue Refunding Bonds, Series 2017, levying an annual ad valorem tax and providing for the security for and payment of said Bonds; approving the official statement; providing an effective date; and enacting other provisions relating to the subject . (Dana Thornhill) 14. CLOSED SESSION (EXCEPTIONS) Under Tex. Gov't Code Chapter 551, the City Council may enter into closed session to discuss any items listed or referenced on this agenda under the following exceptions: a. Consult with legal counsel regarding pending or contemplated litigation and/or on matters in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov't Code §551.071); discuss protection of City infrastructure. b. Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov't Code §551.072); acquisition of right-of-way, easements, and land for parks and municipal facilities. C. Discuss or deliberate Economic Development Negotiations: (1) To discuss or deliberate regarding commercial or financial information that the City has received from a business prospect that the City seeks to have locate, stay, or expand in or near the territory of the City of Anna and with which the City is conducting economic development negotiations; or (2) To deliberate the offer of a financial or other incentive to a business prospect described by subdivision (1). (Tex. Gov't Code §551.087); discuss proposed Villages of Hurricane Creek development. d. Discuss or deliberate personnel matters (Tex. Gov't Code §551.074); City Secretary annual review. The Council further reserves the right to enter into executive session at any time throughout any duly noticed meeting under any applicable exception to the Open Meetings Act. 15. Consider/Discuss/Action on any items listed on any agenda —work session, regular meeting, or closed session —that is duly posted by the City of Anna for any City Council meeting occurring on the same date as the meeting noticed in this agenda. (If there is no need to address any other such agenda item, the Mayor shall adjourn this meeting). 16. Adjourn. There being no further business before the Council, we will consider this meeting adjourned at p.m. This is to certify that I, Carrie L. Smith, City Secretary, posted this agenda at a place readily accessible to the public at the Anna City Hall and on the City Hall bulletin board at or before 5:00 p.m. on 9th day of November, 2017 Carrie L. Smith, City Secretary 1. The Council may vote and/or act upon each of the items listed in this agenda. 2. The Council reserves the right to retire into executive session concerning any of the items listed on this agenda, whenever it is considered necessary and legally justified under the Open Meeting Act. 3. Persons with a disability who want to attend this meeting who may need assistance should contact the City Secretary at 972 924-3325 two working days prior to the meeting so that appropriate arrangements can be made. Item No. 5.a. City Council Agenda Staff Report Meeting Date: 11 /14/2017 YOUR} HOMETOWN /_tr]=1z107_\119=1►4F Approve Council Meeting Minutes from October 24, 2017. (City Secretary) SUMMARY: STAFF RECOMMENDATION: Staff recommends approval. ATTACHMENTS: Description Proposed Minutes Upload Date Type 11 /7/2017 Exhibit ANNA CITY COUNCI L MINUTES WORK SESSION October 24, 2017 The City Council of the City of Anna met in Work Session on the above date at Anna City Hall, located at 111 North Powell Parkway (Hwy 5), to consider the following items. 1. Call to Order, Roll Call and Establishment of Quorum Mayor Pro Tern Burr called the meeting to order at 6:46 p.m. Council Member Bryan was absent. 2. Briefing/Update on the 2017 Bond Refunding. (Dana Thronhill) 3. CLOSED SESSION (EXCEPTIONS) Under Tex. Gov't Code Chapter 551, the City Council may enter into closed session to discuss any items listed or referenced on this agenda under the following exceptions: a. Consult with legal counsel regarding pending or contemplated litigation and/or on matters in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov't Code §551.071). b. Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov't Code §551.072); acquisition of right-of-way, easements, and land for parks and municipal facilities. C. Discuss or deliberate personnel matters (Tex. Gov't Code §551.074); City Manager annual review. MOTION: Council Member Miller moved to enter closed session. Council Member Beazley seconded. Motion carried 4-0. Mayor Pro Tern Burr recessed the open meeting at 6:55 p.m. Mayor Pro Tern Burr reconvened the open meeting at 7:29 p.m. The Council further reserves the right to enter into executive session at any time throughout any duly noticed meeting under any applicable exception to the Open Meetings Act. CC Minutes 10/24/17 Page 1 of 6 4. Consider/Discuss/Action on any items listed on any agenda —work session, regular meeting, or closed session —that is duly posted by the City of Anna for any City Council meeting occurring on the same date as the meeting noticed in this agenda. MOTION: Council Member Miller moved to take no action. Council Member Beazley seconded. Motion carried 4-0. 5. Adjourn. There being no further business before the Council, we will consider this meeting adjourned at p.m. Mayor Pro Tern Burr adjourned the meeting at 7:30 p.m. Approved on the the 14th day of November, 2017. Mayor Pro Tern Justin Burr ATTEST: City Secretary Carrie L. Smith CC Minutes 10/24/17 Page 2 of 6 ANNA CITY COUNCI L MINUTES REGULAR SESSION October 24, 2017 1. Call to Order/Roll Call and Establishment of Quorum Mayor Pro Tern Burr called the meeting to order at 7:35 p.m. Council Member Bryan was absent. 2. Invocation and Pledge of Allegiance. Mayor Pro Tern Burr led the invocation and pledge. 3. Citizen Comments. Citizens are allowed three minutes to speak. The Council is unable to respond to or discuss any issues that are brought up during this section that are not on the agenda, other than to make statements of specific factual information in response to a citizen's inquiry or to recite existing policy in response to the inquiry. Christine Lewis, 8108 Fox Road - gave thanks to Public Works Director Joseph Johnson for his quick and professional response to an issue. William Morgan 2029 Helmoken Falls Dr. - expressed his concerns for the safety of children getting to and from school in locations without sidewalks. 4. Receive reports from Staff or the City Council about items of community interest. Items of community interest include: expressions of thanks, congratulations, or condolence; information regarding holiday schedules; an honorary or salutary recognition of a public official, public employee, or other citizen (but not including a change in status of a person's public office or public employment); a reminder about an upcoming event organized or sponsored by the governing body; information regarding a social, ceremonial, or community event organized or sponsored by an entity other than the governing body that was attended or is scheduled to be attended by a member of the governing body or an official or employee of the municipality; and announcements involving an imminent threat to the public health and safety of people in the municipality that has arisen after the posting of the agenda. Mayor Pro Tern Burr read a proclamation, proclaiming November 6 - 10 as Municipal Court Week. Court Administrator Norfe Garcia accepted the proclamation. 5. Consent Items. CC Minutes 10/24/17 Page 3 of 6 These items consist of non -controversial or "housekeeping" items required by law. Items may be considered individually by any Council member making such request prior to a motion and vote on the Consent Items. Item d was removed from the Consent Agenda. a. Approve Council Meeting Minutes from September 26, 2017. (City Secretary) b. Ordinance approving the 2017 Tax Roll (Dana Thornhill) C. Resolution authorizing execution of an Agreement with the Texas Department of Transportation for the Furnishing, Installing and Maintenance of Traffic Signal Preemption Equipment. (Joseph Johnson) MOT ON: Council Member Miller moved to approve Consent Agenda Items a-c. Council Member Beazley seconded. Motion carried 4-0. d. Resolution authorizing the solicitation of bids for the US 75 Utility Relocation Project. (Joseph Johnson) William Morgan 2019 Helmoken asked if traffic signals would be installed at Hwy 75. Staff stated signals have been requested. MOTION: Mayor Pro Tern Burr moved to approve Item d. Council Member Martinez seconded. Motion carried 4-0. 6. Consider/Discuss/Action regarding a Resolution authorizing the City Manager to execute an Agreement with the Anna Area Historical Preservation Society to relocate the Historical Anna Train Depot to Sherley Park, and to take other actions relative to the use of Sherley Park. (Maurice Schwanke) Stan Carver 2014 Rhymers Glen Dr. stated the excess space and fencing in Sherley Park could be used for a temporary dog park. MOTION: Council Member Martinez moved to approve. Council Member Beazley seconded. Motion carried 4-0. 7. Conduct a public hearing and take action on an Ordinance approving a Special Use Permit for a daycare center on a 1.185 acre tract of land located at 1201. W. White Street, requested by Mr. Kartavya Patel (Prospective Owner). (Maurice Schwanke) Mayor Pro Tern Burr opened the public hearing at 7:52 p.m. Alonzo Tutson 1601 White Oak Rd. opposed the sale/trade of City property. He feels it would be better to use as park parking and for a dog park. CC Minutes 10/24/17 Page 4 of 6 Mayor Pro Tern Burr closed the public hearing at 7:55. MOTION: Council Member Beazley moved to approve. Council Member Martinez seconded. Motion carried 3-1. Council Member Miller opposed. 8. Consider/Discuss/Action on a Resolution approving Interlocal Agreements with the cities of Van Alstyne and Howe regarding purchase of water (City Manager) MOTION: Mayor Pro Tern Burr moved to approve. Council Member Beazley seconded. Motion carried 4-0 9. Consider/Discuss/Action regarding an Ordinance amending Ordinance No. 244-2006, as amended, to approve and provide for voluntary service by city officials to serve as members of the Board of Trustees Governing the Texas Municipal League Multistate Intergovernmental Employee Benefits Pool. (City Manager) MOTION: Council Member Beazley moved to approve. Council Member Miller seconded. Motion carried 4-0. 10. CLOSED SESSION (EXCEPTIONS) Under Tex. Gov't Code Chapter 551, the City Council may enter into closed session to discuss any items listed or referenced on this agenda under the following exceptions: a. Consult with legal counsel regarding pending or contemplated litigation and/or on matters in which the duty of the attorney to the governmental body under the Texas Disciplinary Rules of Professional Conduct of the State Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov't Code §551.071). b. Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov't Code §551.072); acquisition of right-of-way, easements, and land for parks and municipal facilities. c. Discuss or deliberate personnel matters (Tex. Gov't Code §551.074); City Manager annual review. MOTION: Council Member Martinez moved to recess into closed session. Council Member Beazley seconded. Motion carried 4-0. Mayor Pro Tern Burr recessed the open meeting at 8:08 p.m. Mayor Pro Tern Burr reconvened the open meeting at 8:12 p.m. CC Minutes 10/24/17 Page 5 of 6 11. Consider/Discuss/Action on any items listed on the posted agenda or any closed session occurring during this meeting, as necessary MOTION: Mayor Pro Tern Burr moved to approve a Resolution approving City Manager Sander's annual review. Council Member Beazley seconded. Motion carried 4-0. 12. Adjourn. Mayor Pro Tern Burr adjourned the meeting at 8:13 p.m. Approved on the the 14th day of November, 2017.. Mayor Pro Tern Justin Burr ATTEST: City Secretary Carrie L. Smith CC Minutes 10/24/17 Page 6 of 6 Item No. 5.b. City Council Agenda Staff Report Meeting Date: 11 /14/2017 VOUR} HOMETOWN AGENDA ITEM: Review the minutes for October 2, 2017 Planning and Zoning Meeting. SUMMARY: STAFF RECOMMENDATION: For review only. No action by the City Council is required. ATTACHMENTS: Description Upload Date Type Minutes 11 /2/2017 Exhibit Lai I Minutes PLANNING AND ZONING COMMISSION October 2nd, 2017 @ 7:00 pm Y;OV W HOMETOWN The Planning and Zoning Commission of the City of Anna will hold a meeting on October 2d, 2017 at 7:00 p.m., at the Anna City Hall Administration Building located at 111 North Powell Parkway, to consider the following items. 1. Call To Order And Establishment Of Quorum The meeting was called to order at 7:01 p.m. Members present were Janine Johnson, Sandy Setliff, Don Callaham, Donald Henke, Christian Landers and Carol Watts. Wayne Barton was absent. Staff present was Maurice Schwanke and Daniel Harper. 2. Invocation and Pledge of Allegiance 3. A) Conduct a public hearing to consider public comments regarding a request by the Kartavya, owner(s) of the property, to allow for a (SUP) Special Use Permit authorizing the use of a daycare center on the subject property. The property is generally located at 1201 W. White Street. Mr. Schwanke gave a presentation and answered questions from the Commissioners. The prospective owner the property is requesting a Special Use Permit to allow the use of a child care center on the property. A Special Use Permit is required for child care centers when the property is zoned (C-1) Commercial uses. The prospective property will also be a part of a land trade with the City. The public hearing was opened at 7:03. There were no questions from the public. B) Consider/Discuss/Act on recommendation regarding a request by the owner of the property to be granted a (SUP) Special Use Permit to allow for daycare uses on the subject property. A motion was made by Commissioner Henke to approve the zoning change. Commissioner Callaham seconded the motion. The vote passed unanimously. 4. Public hearing: Consider, Discuss and Act on a recommendation to amend the Comprehensive Plan and Thoroughfare Master Plan for the area east of F.M. 2862 and between the Sam Rayburn Memorial Highway and Graybill. Mr. Schwanke gave a presentation and answered questions from the Commissioners. The staff has been examining the Comprehensive Plan and Master Thoroughfare Plan east of S.H. 2862. The Comprehensive Advisory Committee has also had the chance to review these revisions as well as our traffic consultant. A Development Plat had also been submitted for this area in conformance with the revised Plan. The public hearing was opened at 7:14. There were no questions from the public. A motion was made by Commissioner Henke to approve the zoning change. Commissioner Johnson seconded the motion. The vote passed unanimously. PZ Minutes 10-02-17.doc Page 1 of 2 5. Consider/Discuss/Act on recommendation regarding "LG Motorsports Park Addition Phase 2" development plat. Mr. Schwanke gave a presentation. The development plat is located within Anna's extra territorial jurisdiction and generally known as LG Motorsports Park. The tract is located in the J. Chalmers Survey, Abstract No. 233 and contains approximately 158.131 acres of land. The owner is proposing to develop an auto racing track on the property. The submittal does not meet the City of Anna development plat requirements at this time unless an amendment to the Adopted Comprehensive Plan is approved by the City Council. Approval of this development plat is subject to the proposed change to the Plan. The Staff recommends approval of the plat. A motion was made by Commissioner Henke, seconded by Commissioner Callaham to recommend approval of the "LG Motorsports Park Addition Phase 2" development plat. The vote was unanimous. 5. Consider/Discuss/Act on recommendation regarding "The Falls, Phase 1A, Lot 20R-1, Block D" Re -Plat. Mr. Schwanke gave a presentation. The final plat contains 2.26 acres. The Plat divides the originally platted lot into three lots and adds easements for the current development on Lot 20R-3A. The re -plat is in conformance with the existing zoning. The staff recommends approval of the re -plat. A motion was made by Commissioner Landers, seconded by Commissioner Watts to recommend approval of the "The Falls, Phase 1A, Lot 20R-1, Block D" re -plat. The vote was unanimous. 6. Consider/Discuss/Act on recommendation regarding "Camden Parc Phase 2" final plat. Commissioner Landers excused himself from this item. Mr. Schwanke gave a presentation and answered questions from the Commissioner. The Camden Parc Phase 2 final plat contains 23.42 acres located in the J.C. Brantley Survey, Abstract No. 114. The final plat contains 81 residential lots. The plat layout is in conformance with the existing zoning. The staff recommended approval of the final plat. A motion was made by Commissioner Johnson, seconded by Commissioner Watts to recommend approval of the "Camden Parc Phase 2" final plat. The vote was unanimous 7. Consider action to approve Minutes of the September 11, 2017 Planning and Zoning Meeting. A motion was made by Commissioner Setliff, seconded by Commissioner Callaham to approve the Minutes of the September 11, 2017 meeting. The vote was unanimous. 8. Adjourn. There being no further business, a motion was made by Chairperson Johnson to adjourn the meeting. Commissioner Setliff seconded the motion. The meeting adjourned at 7:47 p.m. Maurice Schwanke Director of Planning and Development Attest: PZ Minutes 10-02-17.doc Page 2 of 2 I Item No. 5.c. City Council Agenda Staff Report Meeting Date: 11 /14/2017 YOUR) HOMETOWN AGENDA ITEM: Review Quarterly Investment Report (Dana Thornhill) SUMMARY: In accordance with the Public Funds Investment Act, the City of Anna is required to submit a quarterly report on the investment of all Public Funds held by the City. The attached report has been developed with our investment advisors, Valley View Consulting, LLC. The report includes the following: • Review of economic conditions • Review of the City's holdings • Comparison of book vs. market value • Allocation information • Other information related to PFIA STAFF RECOMMENDATION: No action by the Council is required. ATTACHMENTS: Description Upload Date Type Quarterly Investment Report for the Quarter Ending 11 /6/2017 Staff Report September 30, 2017 CITY OF ANNA, TEXAS QUARTERLY INVESTMENT REPORT For the Quarter Ended September 30, 2017 Prepared by Valley View Consulting, L.L.C. The invest nt portfolio of the City of Anna is in compliance with the Public Funds Investment Act and the Irivi mertgolicy and Strategies. Disclaimer: These reports were compiled using information provided by the City. No procedures were performed to test the accuracy or completeness of this information. The market values included in these reports were obtained by Valley View Consulting, L.L.C. from sources believed to be accurate and represent proprietary valuation. Due to market fluctuations these evels are not necessarily reflective of current liquidation values. Yield calculations are not determined using standard performance formulas, are not representative of total return yields, and do not account for investment advisor fees. Annual Comparison of Portfolio Performance FYE Results by Investment Category: September 30, 2017 September 30, 2016 Asset Type Book Value Market Value Ave. Yield Book Value Market Value Ave. Yield Pools/Bank DDA $ 151803,784 $ 151803,784 0,45% $ 13,5412143 $ 131541,143 0.55% Texpool 264,899 2642899 1.02% 263,071 263,071 0.38% Securities/CDs 2475767 247,767 0.65% 245,550 2452550 0.65% Totals $ %3161450 $ 167316,460 $ 15,4423431 $ 155442,431 Fourth Quarter -End Yield 0.46% 0.55% Average Quarter -End Yields -Fiscal Year (9): Anna 0,53% Rolling Three Month Treasury 0.75% Rolling Six Month Treasury 0.78% TexPool 0,74% Fiscal YTD Interest Earnings $ 71,661 (t) Average Quarterly Yield calculated using quarter -end report average yield and adjusted book value. $ 87,077 0.55% 0.25% 0.37% 0.31 Valley View Consulting, L.L.C. Page 1. Summary Quarter End Results by Investment Category: Asset Ave. Yield Bank DDA/MMA/NOW 0.45% TexPool 1.02% Securities/CDs 0,65% Totals Current Quarter Average Yield (1) Total Portfolio 0.46% Rolling Three Mo. Treas. Yield 1.05% Rolling Six Mo, Treas. Yield 1.09% Quarterly Interest Income $ 19,316 Year-to-date Interest Income $ 711661 September 30, 2017 June 30, 2017 Book Value Market Value Book Value Market Value $ 15,8031784 $ 15,803,784 $ 16,999,783 $ 15,999,783 2643899 264,899 264,235 264,235 247,767 247,767 2474213 247,213 Fiscal Year -to -Date Average Yield (2) Total Portfolio 0.53% Rolling Three Mo. Treas. Yield 0.75% Rolling Six Mo. Treas. Yield 0.78% Quarterly TexPool Yield 0.74% (1) Average Yield calculated using quarter end report yields and adjusted book values and does not reflect a total return analysis or account for advisory tees. (2) Fiscal Year -to -Date Average Yields calculated using quarter end reportyields and adjusted book values and does not reflect a total return analysis or account for advisory fees. Valley View Consulting, L.L.C. Page 2. Economic Overview 9/30/2017 The Federal Open Market Committee (FOMC) maintained the Fed Funds target range of 9.00 % - 1.25 % (Effective Fed Funds are trading +/-1.16%) since the June FOMC meeting. Recent announcements have increased the probability of a December rate increase. The FOMC announced a gradual portfolio reduction by limiting reinvestment of maturing holdings. Second Quarter 2017 GDP was revised to 3.1 %. September Non Farm Payroll data was a storm influenced negative 33k, with downward revisions to August and July. Other US data generally showed positive with a few negative numbers. The Stock Markets achieved new highs. Monitoring estimated balances and needs will determine laddering opportunities. 2.50 Treasury Yield Curves S&P 500 .0. as so do _ I I � dw 0.00 Off`' b0 y4' ryttes" A,tG = September 30, 2016 dnne30,2017 September 30, 2017 4� s:s0 US Treasury Historical Yields -Sinee 2006 5.00 4.50 4.00 3.50 3.00 2.50 2.00 1.50 1.00 0.50 - 7 . � rr ��k �M� op P Tj 0.00 — — wSix Month T-Bill r T- ote 2,750 2,500 2,250 2,000 750 1,500 1,25D 1,000 750 500 250 0 P� PO 0) A9 b ,�o ,moo No k\ 0 0 Nb k ,�a Nb ^5 ,�0 ,$c o N\ y00 4a �00 gz�'01 Qi �0' oo �01 <s �. e, � <J �o <e �'o' AeY" ysc US TreasurvHistoritalYields-Sinee Nov 2015 4e �4�1,\bFQ �4 9 'b1P\h1P` � P 51 0;0 \ oe'\fie. ,Q '\510�\��44 Valley View ConsulOng, L.L.C. Page 3. 0.00 — — wSix Month T-Bill r T- ote 2,750 2,500 2,250 2,000 750 1,500 1,25D 1,000 750 500 250 0 P� PO 0) A9 b ,�o ,moo No k\ 0 0 Nb k ,�a Nb ^5 ,�0 ,$c o N\ y00 4a �00 gz�'01 Qi �0' oo �01 <s �. e, � <J �o <e �'o' AeY" ysc US TreasurvHistoritalYields-Sinee Nov 2015 4e �4�1,\bFQ �4 9 'b1P\h1P` � P 51 0;0 \ oe'\fie. ,Q '\510�\��44 Valley View ConsulOng, L.L.C. Page 3. Investment Holdings September 30, 2017 Coupon/ Maturity Settlement Book Market Market Life Description Ratings Discount Date Date Par Value Value Price Value (days) Yield Independent Bank 0,45% 10/01/17 09/30/17 $ 15,803,784 $ 151803,784 1,000 $ 15,803,784 1 0.45% TexPool AAAm 1.02% 10/01/17 09/30/17 2642899 264,899 1.000 264,899 1 1.02% Texas Star Bank CD 0,65% 04/07/18 04/07/16 247,767 247,767 100,00 247,767 189 0.65% $ 16,3165450 $ 16,316,450 $ 1653165450 4 0.46% (f) (2) (1) Weighted average life -For purposes of calculating weighted average life, pool and bank account investments are assumed to have a one day maturity. (2) Weighted average yield to maturity -The weighted average yield to maturity is based on adjusted book value, realized and unrealized gains/losses and investment advisory fees are not considered. The yield for the reporting month is used for pool and bank account investments. Valley View Consulting, L.L.C. Page 4. rm� �r�•ant,.,mmar.�..n Portfolio Composition 1.20 1.00 0.e0 0.60 u 0.40 0.20 Total Portfolio (Millions) $z0 $4 5°Qeo�.*°'�� ����°,.e"smc"oaE%�,a' ��c P �*���"�°o�'a�'•�"��o�`�'`,�°�°,aF'a3•a� �"o�`.�° �;�°"• Total Portfolio Performance 0.00 .13 13 13 13 1A 1A 1A AA 15 15 16 16 13 16 13 �6 11 11 .11 Mai Sao' S p�0av dar .1aa• saa0ae M �' .WoSaP' peU v1,a<" Sao' geV pee' N,a<' boo' gep � TexPool � Weighted Average Yield vmiayvlewco�smn�e. �.r.c. Page 5. Book Value Comparison June 30, 2017 September 30, 2017 Coupon/ Maturity Purchases/ Sales/Adjust) Description Discount Date Par Value Book Value Adjustments Maturities Par Value Book Value Independent Bank 0.45% 10/01/17 $ 15,999,783 $ 15,999,783 $ — $ (196,000) $ 152803,784 $ 15,8031784 TexPool 1,02% 10/01/17 2642235 2645235 663 2643899 2642899 Texas Star Bank CD 0.65% 04/07/18 247,213 247,213 555 Market Value Comparison 247,767 247,767 $_16,511,231 $ 16,511,231 $ 1,218 $ (196,000) $ 16,316,450 $ 16,316,450 June 30, 2017 September 30, 2017 Maturity Market Qtr to Qtr Market Description Date Par Value Price Market Value Change Par Value Price Market Value Independent Bank 10/01/17 $ 15,9992783 1.00 $ 15,999,783 $ (1962000) $ 15,803,784 1,00 $ 15,8032784 TexPool 10/01/17 2642235 1.00 264,235 663 264,899 1.00 264,899 Texas Star Bank CD 04/07/18 247,213 100.00 2472213 555 247,767 100,00 247,767 TOTAL $ 16,511,231 $ 1625112231 $ (194,782) $ 16,316,450 $ 16,316,450 Page 6. Valley View Consulting, L.L.C. Allocation September 30, 2017 General Debt Service General Utilities Book & Market General Fund = Fund - Capital Utilities Funds - Value Total Operating Restricted General Projects Operating Restricted EDC CDC Independent Bank $ 1528032784 $ 32298,148 $ 91778 $ 4825992 $ 735,868 $ 6,0741201 $ 4,403,028 $ 327,424 $ 472,345 TexPool 264,899 207,810 57,089 Texas Star Bank CD Totals i Page 7. Valley View Consulting, L.L.C. Allocation Book &Market Value I ndependent Bank TexPool Texas Star Bank CD Totals General General Fund - Total Operating Restricted $ 15,999,783 $ 2,427,560 $ 65,80E 2642235 207,290 247,213 123,606 Debt Service General Utilities Fund = Capital Utilities Funds- General Projects Operating Restricted 56, 946 June 30, 2017 EDC CDC 137.147 $ 355.414 Page 8. Valley View Consulting, L.L.C. I Item No. 5.d. City Council Agenda Staff Report Meeting Date: 11 /14/2017 Y{OUW HOMETOWN AGENDA ITEM: Consider/Discuss/Act on a Resolution approving the "West Crossing Phases 9 & 11" preliminary plat.(Maurice Schwanke) SUMMARY: The West Crossing Phases 9 & 11 preliminary plat contains 39.65 acres located in the Henry Brantly Survey, Abstract No. 71 and the G. Morrison Survey, Abstract No. 559. The preliminary plat contains 195 residential lots. The preliminary plat layout is in conformance with the existing zoning. During the preparation of construction plans all engineering details will be addressed. A Drainage letter is attached from the Engineer stating that no detrimental impact will occur downstream. STAFF RECOMMENDATION: Approval of a Resolution approving the preliminary plat of West Crossing Phase 9 & 11. ATTACHMENTS: Description Resolution Approving West Crossing Ph 9 & 11 Preliminary Plat Preliminary Plat Drainage Letter Location Map Upload Date Type 11 /8/2017 Resolution 11 /2/2017 Exhibit 11 /2/2017 Exhibit 11 /1 /2017 Exhibit CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A PRELIMINARY PLAT OF WEST CROSSING PHASE 9 & 11. WHEREAS, In order to provide for the orderly development of land within the Anna city limits and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council") has adopted Part III -A of the Anna City Code of Ordinances ("Subdivision Regulations"); and WHEREAS, Bloomfield Homes has submitted an application for approval of a preliminary plat of the West Crossing PH 9 & 11 Subdivision; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval of Preliminary Plat The City Council hereby approves the preliminary plat of West Crossing PH 9 &11 attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 14t", day of November, 2017. ATTEST: APPROVED: City Secretary, Carrie L. Smith Mayor, Nate Pike III w10rl 20' WATERLINE I I 2 2 -- - - - __ I -.- - -- -- - EASEMENT 35 APPROXIMATE LOCATION OF GAS LINES. Ex sroP srcN WEST CROSSING PHA5IF 6 2 35 39 CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY VOL. 5293, PG. 2373 'I J[OL�_-.- _ _ _ - - _ __. _ ! 2 OWNER PR/OR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE D.R.C.C.T. �/ P.R.C.C.T. T - - -- -- EXISTJNG_ZDNIN FOR MAINTAINING AND PROTECTING THE INTEGRITY OF THIS EX STOP SIGN Ex ucc srcN 1 EX WATER 1 Ex warER VALVE PD 133-2004- UTILITY AND SHALL USE EXTREME CAUTION DURING CONSTRUCTION. RELOCATE Ex TELE BOX 112" I R.F. 5/8" C.LRF, ^ EX lNtEi 36 O 36 EX WATER VALVE I BENT" WESTWOOD Ex WATER VALV OO 40 1 EX FH EX WATER VALV - Ex warER vALVE I I 80' R/W PER VOL. 2009, PG. 413, P.A.C.C.T. o (TYP.) 10, X 1o, WCROSSINGBLVD. EST EX FP 3 o 80'R/W VOL, 2009, PG. 413, P.R.C.C.T EX FH "BENT" O I. Ex cas s/cN — / EX GAS SIGN _ R �++ RELOCATE EX PP CITY OF AARJA INST. NTJ 20101005001066790 X ATER VAL VE r- EX ELEC BOX O m MAINTANCE ESMT. Ex ELEC Box O — Ex ELEC B x - 5/8" C.I.R.F. D.R.C.C.T. cas srcN • ULS.W.. o co'WESTWOOD' EX INLET — BLOCK MINB,L. 20' U.LSME X — — -- � 2' ULS.WE. f2' UL .W 20' B.L. 15' BL. 33 EXISTING ZONING 12 1 11 9 5 4 3 40 32 S/8„C1 , PD 133-2004 i 13 14 10 8 7 6 2 Sm =I 0 44 42 41 Bh0f7C FF I 39 / 50,0, R E ocATE Ex RP WFSTWO0.F Ex ELEC eOx I PHASE 11 15 10 3/4' I.R.F. 0' BL. 34 AELOCATE�EN GUY WIRE _ _ — U.E. 0' _ _ — ` BLOCK FF \ / I N I ° 31 2 1/2" C.I.R.F. "LEER" FROM WHICH � 16 i _ -- \ ,1 RELOCATE fX GU WIR A 1/2- CE.R.F. "TIPTON" BEARS av v 'L°.y�' (TYPJ 3 (TYPJ / RELOCATE EX TELE BOX F \ / / RELO X GUY y✓IRE 501°50'50"W - 0.6430 ' 'V" `t' 17 i' I - _ � T_ HIGNBERRY DRIVE MAINTANCE ESMT. VISABILITY 3 O Ex cuARo RarL / - - y I 35 U-r EX CON 18 9 `r ' 0 2 .L. 15' BL. �>— i615' .L. 95' BL1 �' I / ^� . p 29 V ST`1p1'yF� ' 39 38 MH ss RELoca rE Ex f /y 4 00... '..�� / C.I.R.S. / I 10 11 12 13 14 15 16 i I RELocarEExPP I 36 /� L / W'� \ Ex GUAR RAIL 19 17 I ( 37 ui �.; -i I I / 28 Sig.. C 5W00p 38 112- I.R.F. / / I I EASEMENT TO BACK LL I I 2 Z ' ' 15 2 Z �8 v �ESTW�O-F / /�v BE 20 ABAN w 37 37 x wArER VALVE 1/2 - N R.F. B MM I I E 11 I-+ ' � 36 3 I I l IA 27 S/e.. 6 1 wA rER vAL vE o �? / g 8 I� �Q L. / 36 ;uaRo RAIL o 21 I EX. ANL. ESMT. 3 2 1 i i 3h 4 I E 2cATE EX PP ho t 26 e OIRF / l \ 0 7 6 5 q S T BE/ABAPDOPEO W_ / / I woos l INc / — — so uF.o'.0 F. — 34 B_OpC HM 4 \ -� 25 5/8" C 8 35 /B IL (TYP. 10' X 10' - - 5 �... �b 'PC I R F l l Soo SIDEWALK MAINTANCE_ (TYPJ 25' X 25'- _ _ - RELOCATE Ex PP o RELoca re Ex Pv 12 5 �� BOCK FF ,� 8 WOOp' l / H ESMT. - - - - -EASEMENT �— GREYWOOD DRIVE — 33 \ B.aIX I 24 "WESTWO / fo'uE. I- p) g l r 34 J9 \ — � B.L EX P '10'UE. ~ Ri BACK HH 6 11 7 I EL OCA TE X GUY Wl E i 20' —� �y 5/e , _ _ 22 13U26 27 28 I x M ss E MH ss Ex I r 23 WESTWO R.F. MINREL CA TE Ex P W 32 , I �10 7 10 I I 10 DEXI TI G �LONINd3 10 �� f` 23 ^' 24 25 RELOcar EX TELE IGN I Y I 2 3 4 5 I �\ �, 9 - P� 1�3 2Q04 EXISTING ZONING SF-E LINE BEARING DISTANCE 1_1 N89 °05'40"W 53.84' L2 N57 °23'16"W 103.96' L3 N59 °16'27"W 55.4V L4 N64 °47'12"W 52.37' L5 N66 °45'21"W 49.37' L61 N69'45'07"W 50.79' L7 N73°00'02"W 50.79' L8 N75 `56'20"W 50.79' L9 N78°59'24"W 50,79' L10 NB2 °02'28"14 50.79' L11 N85 °0330"W 50.79' L12 N87°45'16"14 53.10' L131 SOO'28'17"W 1 2.00' MOD' PER VOL. 2011 PG. 176 P.R.C.C.T. AANA HIGH SCHOOL #1 ADDITION VOL. 2011 PG. 176 P.R.C.C.T. LINE I RADIUS I ARC I DELTA I CHORD I TANGENT C11 640.00' 454.14' 40 '39 24"1 444.67-1 237.107 C21 405.00' 436.82' 61 '47 53"1 415.96' 242.387 APPROXIMATE LOCATION OF GAS LINES. CONTRACTOR /S RESPONSIBLE FOR COORDINATING WITH UTILITY OWNER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PROTECTING THE INTEGRITY OF THIS UTILITY AND SHALL USE EXTREME CAUTION DURING CONSTRUCTION. 7 I 31 B 22 5 WESfob6.F. II- CCJJ 'a ��J 21 11 11 C.LR,F. -'` WHICH- 8 90 8 I �o Ir` \� �F� Q 5/8"-12 . I. GE"TI FROM I o e o J WESTWOOD" I 31 gEMAIN!)E.p OF CALLED 85,1A5' AC. A 1/2' TIPTON' BEARS I 12 OOMF N19°1123 E - 0,24' I I `� � `� / PHASE�'9 _ BL IE.D lS'. LP EX. R.O.K. - - T -FWSF. NO- 2043122700168.5590 TO BE REMOVED 9 I — 12 —. — — 5/8" C.I.P.F. — Ex MH ss B Dq( p( I 29 13 14 20 WESTWOOD' D.R.C.C.T. RELOCATE Ex TELE Box Ex BUILDING 9 i5 16� -' 13 30 13 va_1zmL P ve 10 I 11 -- --WSLF'ROS IArG PHASE 7 - P.R.O.C.T. L ' 28 I 19 14 P. C.C.T. 1 29 14 I FURPE I 11 R BBC PliASE11 26 18 15 BOG( FUILWE R.O.W. 12 I 27 25 24 23 22 21 20 19 18 17 I W -. .--- -- 28 -- 15 Ex eurLolNc / }2 U I 17 16 -- -- - - - - - R - �• uE 27 16 50 (iYPJ25' X 25 — — — — — _ — — — cr�T y TYP. SO' X 10 (TYP.) --- -- — —J 5-x50—SFREEDRRINAGE.-- — 13 \ EASEMENT SIDEWALK \ EASEMENT ArN 5' 25' QHT & UTILITY EASEM T W �,.0 _ M1ARI4'IAMI DRIVE ESMT. \ _ _ VEASEMENTY INFT. NO. �}17O5310001595gy _ D�P.C.C.T. — — —I 20 B — — — — \_- 14 15 - - - - - \ 5/ C.LN.. 5/�•STWOODF 16 17 18 " E.BTW00 25 18 19 20 21 22 23 24 I G I 14 13 12 11 �O 9 8CALLED 4.0 ACRES - - - - - - - - FACONDO AAO WIFE, J0SEFINA 0. FACtINDO KK I \ \ m VOL. 4625 PG.759 LOOK BOCK I 24 19 D.R.C.C.T. PHASE 9 \ 35 34 BLOCK 16- 33 32 31 Z Ul Q 23 20 30 29 36 _ 28 27 26 25 I I 1 2 3 4 5 6 I 7 S 1p_u�E. R5 .W. 20' BL. 22 21 so 0, PEMBERTON DRIVE (TYP) 10' X 10' - - 3 5"WEST L -"- -- - — - Ex FENCE B_OfX KK - SIDEWALK - (TYP) 25' X 25' _ WESTW000" D" 37 INTANCE _ MA ESMT. EASEMENT L13 20' -- — 10'J.E.— "I — — — 50' 50' STRE�T, DRAINAGE, 20. a_L. UTILITY EASEMENT' INST.I NO. 2017p5310006r840 38 39 40 41 42 43 44 45 46 47 48m ' m 72 11 D.R.C.C.T. 7 6 TING ZONING 10 9 8 SF-E 3/8" I.R.F. I� �I 6 4 3 2 1 BLOCK N 00 _ POINT OF ___ BEGINNING CALLED 60.549 ACFES LL ____ 5/6" C.I.R.F. TWO-J PARTAER$ LLLP ¢ "WESTWOOD" LAST. N0. 20080509000562490 D.R.C.C.T. \ 20' DRAINAGE EASEMENT INSTR. #20150428000481210 EXISTING ZONING o.P.R.C.C.T. PD 507-2010 NOTE ALL EASEMENTS AND OPEN SPACE WILL BE MAINTAINED BY HOA. PREPARED G ]1R1LdD pB1 - �� ®®D ��Y 111 1ARS1T1[1]�T1 A17L g CIVIL ENGINEERS -- PLANNERS -- SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 Contact: Mr. Edward Eckart OWNER: IMBLU"UMFIELD HOMES 1050 E. HWY 114, SUITE 210 SOUTHLMM TX 76092 817-416-1572 SITE DATA TOTAL LAND AREA 39.65 AC. RESIDENTIAL USE AREA 30.66 AC. ROW AREA 8.62 AC. OPEN SPACE AREA 0.37 AC. RESIDENTIAL LOTS 195 OPEN SPACE LOTS 2 EXISTING ZONING PD 133-2004 (1) GRAPHIC SCALE 1"=100' 0 100 200 300 LOT XL.P ll RIA SUMAARY TABLE Typical Lot Dimensions: 50' x 120' Side Yard : 5' Front Yard 20' Rear Yard 20' Corner Side Yard : 15' Lot Area : 6000, CENTERLINE — — RIGHT OF WAY PROJECT BOUNDARY LOT LINES — — — - 2' TOPOGRAPHY LINE — — — — — — — - 10' TOPOGRAPHY LINE PHASE LINE — — PROPERTY LINE B.L. BUILDING LINE U.E. UTILITY EASEMENT U.L.S.W.E. UTILITY, LANDSCAPE, 8 SCREENING WALL EASEMENT W ROSAMOND PKWY GPN�/ N -W s E 9FF COUNTY ROAD NO. 370 SITE j / / r S i ACACIA DR. VIC=YdI71Ld'iLli N. T. S. OVERALL PRELEMONARY PLAT Of WEST CROSSING PHASE 9 & 11 LOTS 17-44, BLOCK FF; LOTS 1-16, BLOCK GG LOTS 1-19, BLOCK HH; LOTS 1-14, BLOCK U LOTS 25-48, BLOCK KK; LOTS 6-12, BLOCK JJ IN PHASE 9 AND LOTS 20-38, BLOCK HH; LOTS 1-24, BLOCK KK LOTS 1-16, BLOCK LL; LOTS 1- 28 BLOCK MM DEVELOPER: IN PHASE 11 HENRY BRANTLY SURVEY, ABSTRACT No. 71 G. MORRISON SURVEY, ABSTRACT No. 559 BEING DOUGLAS PROPERTIES, INC. 39.65 Acres ± LOCATED IN 2309 AVE K CITY OF ANNA SUITE Too PLANO, TX 75074 COLLIN COUNTY, TEXAS 972-422-1658 195 RESIDENTIAL LOTS 4 OPEN SPACE LOTS AUGUST 2017 SHEET 1 OF 4 1 r— O O 0 z d W W r+- U7 O N cv w ®a] Z Iv 0 0 0 z TEMPORARY 25' ALL WEATHER ROAD MATCHLINE ANNA HIGH SCHOOL #1 ADDITION VOL. 2011 PG. 176 P.R.C.C.T. TEMPORARY 25' ALL WEATHER ROAD LU ti- ti r .,:r r--: O 11`�- O Z TEMPORARY 25' ALL WEATHER ROAD MATCHLINE ;z, �0 24547 Q? SQ.FT. 9� o 22 ,p NC) \ O -�- I A/ _ v' O O 6652 23 u SOFT. U N N 89 °09'11" W 117.62' 6493 24 SOFT. m o 0 N 89 °09'11" W N m 132.33' (TY J 6600 o 10' x 10' SIDEWALK SQ.FT. 25 o i MAINT NCE ESM . N 89 *09'11" W 131.65' cF p V IQ BLOCK IM 9595 21 �a S \ S71°s,®4 6'%�W SQ.FT. �00 20 m ti 6898 �, = SO.FT. 4 00 19 o' 6000 L°jh SQ.FT. 'S5.64 -"6- - o `3n19 0)/ 6566 26 0 L6 � I SQ.FT. 01 w VISIGH N 89 °09'11" W I Q a � / C, SEABI MI / 62 02 130.97' 6532 27 o g SQ.FT.Lq LO z v N 89 °09'11" W rvP.) � 11344 1 9 130.29' 25 x 25' SQ.FT. 30.00' PER VOL. 2011• PG. 176 o o 6498 28 SQ.FT. 0o o S VI GHT BILITY{ P.R.C.C.T. Ln EA EMENTI N 8 °09'11" W 129.61' N 89 *09'11" 17.99' 29X 120.00' - - 1 .41' - 30.00' OSB®RNBDRM 15.00' 0 6 g _ 154.07' in SOFT. SQ.FT. °09'11" - - FUTURE S 89 °31'20" W N 89 o 0 120.00' 6000 7 30.00' 128.73' \ TYP) - - - - 19.89' PER 10 x 10' a' SQ.FT. FUTURE R.O.W. VOL. 2011, PG. 176 0 7760 o? SI EWALK N 89 °09'11" P.R.C.C.T. M SQ.FT. 1 MA TANCE $MT. 120,00' EX. R.O.W. LO Co TO BE REMOVED N 89*0 W W. Co 7784 8'g1" 0, 50,10 CD .0. to. 6 SQ.FT. 0 0 18 6714 SQ.FT. -gyp, , 0 0• LCI m � ' w 0Co 01 0 c ?9 0 6489 > uom SQ.FT. S9, CD o-, 0 17X A0 a 0 0 6770 10 C) o LD SQ.FT. 0 z NI Ro°no'11- 8054 SO.FT 11 CITY OF ANNA INST. NO, 20101005001068790 D.R.C.C.T. 17 6786 SQ.FT. P tit 6786 SO.FT. F tiA2 �� 15 6786 SQ.FT. �> •N N6 rn ti20� 14 � 6786 SQ.FT. n AA„ E N- N 3 12p 00 N 1r 6786 13 1 nN SQ.FT. � N 84°32'15" E O 120.00' m Q J 6516 12 m m SOFT. n Cy J U] WAJtM 111 APPROXIMATE LOCATION OF GAS LINES. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY OWNER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PROTECTING THE INTEGRITY OF THIS UTILITY AND SHALL USE EXTREME CAUTION DURING CONSTRUCTION. io 6378 2 o z N SOFT. cn� N 89 °09'11" W N 89 °09'11" W N 89 °09'11" W CALLED 4.0 ACRES N 89°09'11" W i 120.00, 125.00- 120.00' v v DOSE FACUNDO AND WIFE, ✓OSEFINA 0. FACUNDO 127.21' - cu VOL. 4625 PG.759 1 6344 BLOCK KK o 0 6600 5 0 6875 g2 0 LO SOFT. 11 v D.R.C.C.T. 1 to S344 o u SQ.FT. SQ.FT. L 1209'1 N 89'09'11" W Ln N 89 °0.00H'I W G� N 89 °09'11" W N 89 °0.00' W A 0 126.54' q 125.00' w 63000.00' o 0 ® 10 u? 0 6310 0 ® 0 6600 0 6875 SOFT. Cu SQ.FT. 4 CD u SQ.FT.4 SQ.FT.13 i n Q 6 N 89 °09'11" W W IN 89 °09'11" W N 89 °09'11" W N 89 °09'11" W o0 120.00' o 125.86' 120.00' w 125.00' o M w n 6600 9 � S 89 004'19" E _ 6364 5 c^o, 0 6600 3 o a 687514 SOFT. Q SOFT. v Lo SOFT. 'n SQ.FT. _6 M Q 721.27' I' 0 1' rn c°on N 89°09'11" W 131.31 -' N87 °21'27"W 125.26' w N 89 °09'11" W z N 89 °09'11" W `-1 o0 120.00' w BLOCK KK 147.59' 28.01' 132.57' 50.93' 50.64' 50.81' 50.99' 455 86 52.04' 67.36' a 120.00' 125.00' 3 u' 5.82' C) 6600 BLOCK M14 - 9230 m, 10429 cmo 13 w 6000 w 6000 w 6000 w 6000 w 6002 w 7603 I � to a o z SQ.FT. FT. ® -m'' uoo-i SOFT. N� SQ.FT. 4 = SOFT. - 6025 ^ o q 6600 2 0 6875 15 in nLn J� S9 v v ha. I vj 10167 m n SOFT. SOFT. SQ.FT. SQ.FT. SOFT. SQ.FT, o � SQ.FT. SQ.FT. u� o O 37 36 1 �, m mo mrn mr, mi.n m M N 89°09'11" W C, 9 9S, o O O J SOFT. r N m q m z i m L-" S9 0 N d 12 �u m 11 N m 10 N^ 9 N 8 N 7 w 6 cu N 89 °09'11" W N 89 °09'11" W 120.00' 1M 11396 z 1 �o ti Se.9• o" ti I 1 120.00' v o o o 0 125.00' o 19,975 z z z z z z m m 101TXP ) o r N 25( XP.) 0 7 u� SQ.FT. ro m PHASE 11 7353 BLOCK LL co 7976 CP a0 6600 o 38 59 (, 11016 o SQ.FT. 14 v ti SIDEWA K co SQ.FT. M SQ.FT. 16 cmn S GHT w SQ.FT, n 3 �- 5' g2, SO.-T. o L_48 95 BLOCK KK oo ti / MAINTA CE \ 1 VIS BILITv N 89 °0911" W z ,I5 ESM L-15.00' EA EMENT Q 35 32.73' 50E4' 50.81' 50.99' 51.20' 52.00' z 66.55' / \ / 120.00' ri CALLED 60.549 ACRES ?i' PHASE Y3P1B `' - - - = CY TWO-J PARTNER$ LLLP 50'43" W > O PHASB9 ��� r 18.81 =38 110 00' / o0 0 (Y7 O INST. NO. 200B0509000552490 106.81 �O. s� N 78 °2B • Sb o (TYP.) O &$QDI DQDABB DRIVB (TYP.) 0 6000 Cp D.R.C.C.T. N 88 ° '1 w 109.894' W V X-1 S 89 °32'27' E 25' X 25' CURVE #6 135.00' 1Ln SQ.FT. 6 c, (n 6026 9 L1 107.08 SIDEWALK 464.75' SIGHT _ Lt) O �- cv LS 'p MAINTANCE ESMT. O VISABILITY CURVE #7 YP.) 1 N 89 °09'11" W O m SQ.FT. 39 m ti `r' o (TYP _ EASEMENT S 89 °Q9 11 E 10' x 10' 120.00' co w �r 615934 N6 4 _ W 0 SQ.FT. o� SQ.FT.15 �� 2SIGH 5 / 73.16' 55.00 55.00' 55.00' 55.00' 55.00' 57.90' 34.73' L=43.01' -- MAI WALK o0 6000 0 N 89 °31'43" W = o n J L=50.03' 50.00' 60.00' EMT. - vISABI ITY / L=15.85' L=7.05' \ 0 5 0 115.50' m N 89°31'43" W 146.47' z 109.13' EASEM NT w w \ n SOFT. .��(0_ N o 127.80' N 89°31'43" NJ 127.80' aDj mo = u w w W 80.00 R.O.W. 0 6006 o v q m co m- m- w w N 89'09'11" W 07 4 40 0 o rn o v w cco = m' w 6025 LU N SO.FT, a o 6307 rn ,rn m o0 6490 m - 6490 m o0 6050 m o0 6050 m o0 6287 m 7773 = 6522 6144 = 6000 7200 0 00 120.00' (CU gyp a7 � z �� o SQ.FT.33 0 0 631116 o J 8661 ^o SO.FT. o SOFT. SOFT. rn- rn m- o 0 Cr) N 89°31'43" W 115.50' o = SOFT.27 0 v vo PioSO.FT. cvo SQ.FT. rq SQ.FT. mo SQ.FT. SOFT. QcuSQ.FT. vo SQ.FT. o SOFT. 0 6000 in SQ.FT. U cv m o 0 0 ti 0 50' 0. W, n O N 89 °31'43" W 124.80' 0 28 cu 29 00 30 0 " 31 0 32 0 m n 36 n CD co 37 n ov 38 �' SOFT. 4 n N 89°31'43" W N oo 0 33 ;v m 34 35 o ti Z _ o� N 89 °31'43" W 124.80' 124.10' d z z z z z z o" � o o ti o N 89 °09'11" W 120.0 0 6006 o m N o i1 z o^ z z z SQ.FT. 41 CU io 6287 �N 6192 17 co Lo J N 89 *31'43" W 55.00' 55.00. n m SOFT. 32 u� SO FT. u - , ?,3. 55. BASELINE o PHASE 11 v 86.59'19' 28 67' o N 89 °31'43" W „ w Q 57 02" 5� ' 115.50' N 89 °31'43" W N 89 °31'43" W 119.47' n 6542 2g 4p9 126 z 50.00' 50.00' 50.00' 60.00' 6 0 50' .0. W o N 89 °31'43" W 119.47' v SO.FT.26 ^ 9, 26 5 0 6006 o BLOCK KK o J Rr SQ.FT. 42 6131 31 6047 PdiASB 11 N 89 °31'43" W 132.16' SQ.FT. � SQ.FT. N 89 5.50' W N 89 °31'43" W N 89 °31'43" W 115.50' 11R FR' 11R 1q' MATCHLINE SEE PRELIMINARY PLAT SHEET 3 OF 4 LOT Q:1�1P1�iF.1fR1�Q� SU IRZY TABLE Typical Lot Dimensions; 50' x 120' Side Yard 5' Front Yard 20' Rear Yard 20' Corner Side Yard ; 15' Lot Area ; 6000' SITE DATA TOTAL LAND AREA 39.65 AC. RESIDENTIAL USE AREA 30.66 AC. ROW AREA 8.62 AC. OPEN SPACE AREA 0.37 AC. RESIDENTIAL LOTS 195 OPEN SPACE LOTS 2 EXISTING ZONING PD 133-2004 LINE BEARING DISTANCE L1 N89 °05'40"W 53.84' L2 N57 °23'16"W 103.96' L3 N59 °16'27"W 55.41' L4 N64 °47'12"W 52,37' L5 N66 °45'21"W 49.37' L6 N69 °45'07"W 50.79' L7 N73 °00'02"W 50.79' L8 N75 °56'20"W 50.79' L9 N76 °59'24"W 50.79' L10 N82 °02'28"W 50.79' 111 N65 °03'30"W 50.79' L12 N87'45'16"W 53.10' L13 SOO'28'17"W 2.00' LINE RADIUS ARC DELTA CHORD TANGENT C1 540.00' 454.14' 40 °39'24" 444.67' 237.10' C2 405.00' 436.82' 61-47'53" 415.96' 242.38' LINE BEARING_ L1 S89 °31 43T _DISTANCE 14.52' L2 N31 °45'24"E 14.33' L3 S34 °33'10"E 24.54' L4 N44 °09'11"W 21.21' L5 S43 °25'201 27.75' L6 S89 °09'11"E 25.49' 25. MATCHLINE SEE PRELIMINARY PLAT SHEET 3 OF 4 LINE RADIUS ARC DELTA CHORD TANGENT CURVE #1 1092.00' 596.50' 31°1751" 589.11' 305.89' CURVE #2 500.00' 136.56' 15 °3853" 136.13' 68.71' CURVE #3 255.00' 402.22' 90 °2232" 361.80' 256.68' CURVE #4 800.00' 69.84' 5 °00'OB" 69.82' 34.94' CURVE #5 800.00' 68.97' 4 °56'23" 68.95' 34.51' CURVE #6 800.00' 117.31' 8 °24'06" 117.20' 58.76' CURVE #7 800.00' 60.76' 4 *21'06" 60.75' 30.40' CURVE #8 800.00' 55.35' 3 °57'50" 55.34' 27.68' CURVE #9 260.00' 280.43' 61°47'53" 267,03' 155.60' CURVE #10 150.00' 73.83' 28 °12'07" 73.09' 37.68' NOTE ALL EASEMENTS AND OPEN SPACE WILL BE MAINTAINED BY HOA . PREPARED B 1 (v/j,�\RSH."\l_L_ 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 Contact: Mr. Edward Eckart DEVELOPER: OWNER: Vie: BL00- HELD H MIES DOUGLAS PROPERTIES, INC. 2309 AVE K surm 100 1050 E. HWY 114, SUrM 210 PLANO, TX 75074 SOUTHLAKE, TX 76092 972-422-1658 817-416-1572 W 2 S E GRAPHIC SCALE 1"=60' 0 60 120 160 L 6WjV,9 CENTERLINE - - RIGHT OF WAY PROJECT BOUNDARY LOT LINES 2' TOPOGRAPHY LINE - - - - - 10' TOPOGRAPHY LINE PHASE LINE PROPERTY LINE B.L. BUILDING LINE U.E. UTILITY EASEMENT U.L.S.W.E. UTILITY, LANDSCAPE, 8 SCREENING WALL EASEMENT W ROSAMOND PKWY N o� pP� q W E 9 COUNTYAOA E N 3 HACKgpM j �C ' ACACIA DR. V1l�.11.dVllJl 11 dlYlld`illl N. T. S. PRELEVE NARY PLAT Of WEST CROSSING PHASE 9 & 11 LOTS 17-44, BLOCK FF; LOTS 1-16, BLOCK GG LOTS 1-19, BLOCK HH; LOTS 1-14, BLOCK II LOTS 25-48, BLOCK KK; LOTS 6-12, BLOCK JJ IN PHASE 9 AND LOTS 20-38, BLOCK HH; LOTS 1-24, BLOCK KK LOTS 1-16, BLOCK LL; LOTS 1- 28 BLOCK MM IN PHASE 11 HENRY BRANTLY SURVEY, ABSTRACT No. 71 G. MORRISON SURVEY, ABSTRACT No. 559 BEING 39.65 Acres ± LOCATED IN CITY OF ANNA COLLIN COUNTY, TEXAS 195 RESIDENTIAL LOTS 4 OPEN SPACE LOTS AUGUST 2017 SHEET 2 OF 4 0 N ro v 0 0 0 m a 0 11 w 1- MATCHLINE SEE PRELIMINARY PLAT SHEET 2 OF 4 N 89 W 1155.50'.50' N 89 *31'43" W N B9 °31'43' 118.68' 118.13' 0 oN 6006 SQ.FT. 43 0 N CDCD6009 30 m v 6022 Ln in 14 SQ.FT. m SO.FT.19 W N 89 *31'43" IN 115.50' LID N 89 *31'43" W c^, m N 89 *31'43" 117.65' 117.85' (D CU CD oN 6006 44 0 � l0 6000 29 0 6010 N Ln SOFT. 1- ,Ln SOFT. SO.FT.20 CD N 89 °5.50' W *31'43" 1 (T7 115. 0' N 89 W N 89 °31'43" C) w 117 55' 117 85' J m Ln LC' 6120 25 SOFT. v J m vm > N 89 *31'43" W Lq °, 112.12' CIO ^i BLOCKHill a 6000 24 I SOFT. 0 1, " W 110.00 , Ln "' 6001 23 - o�L 9338 9 = SQ.FT. 55.00' 55 7645 8 SQ.FT. MATCHLINE SEE PRELIMINARY PLAT SHEET 2 OF 4 N 69 °09'11" W 120.0 CD 6000 0 55,67 - SQ.FT. 3 3 Q�9g, 6" 0.00' 50.00' 60.00' N 89 °09'11" W - - - - - - - - - - - - 3 10.23' w 120.00' r w o m p WEST CROSSING PHASE 6 8367 7 Z ° 6496 0 6000 0 6000 v o i o0 6000 1 o CD LP i VOL . PG. SQ.FT. Z 6555 mQ o 0 0 7200 rn w SO FT 2 o CY) ---i° -` 111 ` q� •, W h.50 � �., � �j �•9l 8051 10 u w SOFT. wn �� cn LTI 6°31'45° E •wee sr%�pp 'A __ w E p• n �q1q SOFT. a 50.FT. N SOFT. Ln o ti CD SOFT. o o SQ.FT. °? I 117 O P.R..C.T. I o o 3 0 2 0 `" ti' rn� N 89 °09'11"' W O I ti� s -� 5 z 4 z 1 0 o 120.00' _ C17 1 2 GRAPHIC SCALE 1"=60' 9984 6 z N 7231 C' LID SOFT. o SOFT. 1 CO BLOCK HH 1991,. / \ t0' ( YID X 10' 0 60 120 180 =4667' =28.08' 50.00' 5000' 60.00'/ \ 120.00' / MAITANCE PHASELIINE(TYP.I NDRIIVB EMT. ------"------ 101cO 349.91' �, P �- 25(TZ) - S 89 *09'11" E EDINBURGH DRIVE SIGHT v 15 p' O "pp. FIT VISABILITY o - - - w in SQ.FT. 110. 0 6'. -- - - - - - Z l0 6006 0o ti CCC)q 00 0 0 � p� ASEMENT 63.60 55.00' 55.0760.00'\/ 12 .00'- SOFT. 45 m ti 6010 21 o cv N 89°31A3" W Cu •L8•Lf- 9 d (TYPJ �29 L- 9.91' \ / PHASE9 m 6000 ti EASEMENTin aO SQ.FT. 28 SQ.FT. . m 110.00' -4 in, xN 89°31'43" W o rn C C 8963 11 �°o N 89 *31'43" W N 89 °31'43" W n I- ID ALK �' w o 7200 CALLED 60.549 ACRES z 117.65' 117.85' C o Inn � SOFT. I TANCE o 6050Ji SO.FT446381 rn ESMT. 6461 6050 0 _0TWO-J PARTNERS, LLLP o 0 o BLOC( KK z 22 w Q2, I �D SOFT. oo SOFT. Qo SOFTFT. o6006 0 4 6000 0 o SQ.FT.INST. N0. 20080509000562490 ov SOFT. 46 v 27 6010 0l 2ti PHASE9 n� 6684 13 c°on o 15N 89 °09'11" W D.R.C.C.T. Ln n SOFT. c 22 P1 p0' q. G 14 1 2 SQ.FT. o �-+ + 120.00' N 89 °31'43" W nl N 8923 963" W ti p J� p SOFT. o o 0o w o 3 1 N 69 *31'43" W q 10870 12 ° Je v 12 z 6000 M 115.50 A r BLOCK HH v '0 9. z oo � Ln SOFT 43 o BLOCK KK 117.65' 117.85' Lq N SOFT. ti 0 0 - - v 7029 v 6684 •pp.�S., � io 0 6006 0 0 6000 26 0 o Ln 21 so - 11 n Ln SO.FT.47 �i 8+ Iti SQ.FT. 6010 23 o SOFT. a N72° p tiS9°SQ.FT. �v 42.9 55.00' 89 5001" W 176000' 1 Cu o I N 8 1 N R7 un n . 1 18" 1 9• 16 y19.01' z 120 00' „ W Ln SQ.FT. n ti 11' L A! R a 23.91 N 89 °31'43" W o 11.Op - k / ^0 10 4S q1 0 6000 0 115.50' N 89 7,65' " W N 89 7.65' " W 126.63' xv 00• 7y n rnIq o o SO.FT.42 0 0 00 117.65' 117.85' oCD 6454 7 6311 6684 y1 BLOCK GG m n 6352 0 0 6050 ? 0 6600 0 n w 0 0 6930 0 to o v SOFT. 20 SQ.FT13 10 to 9011 m n SOFT. n Q SOFT. con o SOFT. oo N 89 ° 9'1 W SQ.FT. 48 n TYP.) 7059 0 7071 24 81 ° i� 7Q FT ^ . ti SOFT. 3 0 o " 1 On co 1 10' SOFT. 25 m N 44 ' N 4° 0 120.00' SOFT. ;7110.00' 15" W -j 14' ti f z 2 c) W PHASE g / \ PHASE II/ - 116.05' LO 110 45 W �� N . 5973 0 / E \ 110.00, w Co m 0 S 4 o n 41 0 115BLOCK FIF _50' MAIL cE 117.65' _ 117.85' / ^ ? o nh 61j v J SOFT. r ►� " 7016 11S S 9.41' N 89 °11'43" W O (TYP) EMT. v 6001 nn. N rn SOFT. 14 n m A v 6351 9 14 !y L=3 .16' / aoO 25' X 25' o _ S 89*31'43" E PHASE 19 �oU ,.� ti SOFT. _ / r 114.14' n SQ.FT. 6467 LO 55.00' 60.00' ;U � VISABILITY o SOFT. 5 m EASEMENT o 426.00' NORT 911ELDDRIVE N 89 °31'43" W z N 89 ° '43" W N89 °31'43"W 106.40' Ng o, 185.42' L4 0ro O ^ I 115.50' - - 1 110.00' w 116.00' 2q S ° 2 �^7 11 7740 75,11' 31.29' S \ / 117. 5' \ I� ti 2 S W „ Sp L3 S 89 °09'11" E SOFT. 40 117.85' 9 1" r) ti CE r 6001 Ln m" 6161 LL g 1pS JCT o Ln SO FT. 18 Ln v SO.FT.15 m 0 1.qe' B Q / 125 19. 6 6• 7515 0 0 7059 0 7071 0 o ti 8220 4- 3 °qLF u� cn o w SQ.FT. Q 6406 / p gg' IPj q., or O SOFT.1 Lo LO SO.FT.1 SQ.FT. 14 N 89°31'43" W z 89 3" W , UD ti v v SOFT. - rn 7776 Q o L� 09 110.00' 116.00' ti 8 om ^ m SQ.FT. ,� rn N 89'31'43" W N 89 *31'43" W w N 89°31'43" W v C- C o m 7 Ve w 117.65' 117.85' 0 6604 o m o C ti, o' 115.50' S0' .0.W.- o o SQ.FT. 17 P 6961 � LO o z o 6 9084 98 �o nN 15473 0 6006 C, Iq SO FT.2 0 6010 .-, C o O O o n 16 SOFT. z m N ,SOFT. tih 96S �� 9 99 0 o m o o n SQ.FT. m Ln SOFT11 LCnI In Ln SO.FT.13 n o m \ z / z \ 2 gOSO„ rn� 9 6y N 89°31'43" W o \ 110.00' _ /-62J8' BLOCK GG v 11gg1' W �' P S1�23 N 89 °31'43" W N 89 °31'43" W z N89 °3 27" L=49. • q 115.50' •6 _ _12' / - u 4 N84 ° 117.85' L_ 49'O6"W N 89 °09'11" (TVP.) o '63.38'/ ,� 7540 � 36 45.45' 0 6000 0 0l 10' S 89 °32'27" E SOFT. 37 62.00' o 0 6010 BLOCK II o SIDEWA _ 05 0 6006 o SQ.FT.3 r SO.FT.12 ( 25� XP25' MAINTANCE 249.22' g r'k o. ti \\ o�� 6122 ti� w C SOFT10 C u n n o PARIPiQaWNDRIIVE z0 SI HT ESMT. Lo Mqr _ ° ' SOFT H 35 r N 89 °31'43" W Nag °31'43" W VISA ILITY - E rgNCE _ 2 (TVP,) 6117 P� b a 36 35 I LYNDHURST DRIVE 3 - - - - - - - - - CDq U7) LLL0 LL) C) I 1 2 Cn 60.00 54.05 54.06 56.11' L=54.70' SMr. 5 X 9� v rn ' o 117.65' 117.85' L=56.72' = SO.FT, n m a 1 43" W EAS MENT / 25• 34 w m 115.50' / _ �ISAB R y onv w---------- - 0 6000 o L=5 EqS V 5 2 o - o 0 6010 o Lu w 6.72 ENT <, 2 S 8409 0 33 J 0 6006 9 00 �; SQ.FT.4 _ 11 ti w - L- �b 1' SQ.FT. o Ln SQ.FT. w 19 = w w 56 CU, S BLOCC FF SO FT. - 7725 80.00 R.O.W. C SQ.FT. LO t ' '� 17 w 18 mo ma 20 m 21 ` q o_ 23 ° 72,� L, R( <, 2 z C N 89 °31'43" W N 89 °31'43" W m- cm 22 5 \ S N 89°31'43" W 117.65' 117.85' 0 6000 0 _�� u: mov ^cu 24 w 115.50' 6661 N ti 6000 0 6000 6007 m 6000 v rn v m- < S La 0 6000 0 o T SO.FT. o SQ.FT. o SQ.FT. SQ.FT. o ti v� n 6, O' 6 36 35 0 o SOFT. o �v 7 9 9 0 6006 0 5 o m O.F o z z o 6 6000 v u 9 0 6 o w n SOFT. C o z SOFT. ° SQ.FT.. o 0 25 L 41 . o L 26 '� S C _ no SOFT. 10 z z z SOFT. �vti N. Sg0 h0 S6' IC SQ.FT. 6001 m� 9 1 1 T��Z' 15' PED. n ' m N 89 °31'43" W z 60.F m ACCES ESMT. m __ 54.05' _ 53.10' 50,79- z SQ.FT. 27 <, N 89 5.50' W N o 117.65' 117.B5' 1 270°13' L12 50.79' 50 Z SQFT. m y hp $q� 115.50' I C I- QI ° l0 6000 0 6010 N 189 °32 '27 " W L 11 L 10 79 50. = 600o ah 28 <.q L9 79" SOFT. ry ti o �9 SQ06 7 cooU z u� SOFT. 6 LIDSOFT. 9 O- A L� 50,79, Z 6000 ohP 29 �o1p9 Ln n N 89 °31'43" W N 89 °31'43" W ti 9 N 89°31'43" W 117.65' 117.84' io 16 15 14 13 12 1 11 ��/ SO)9 SQ.FT= yh6000 115.50' 0 0 7063 0 7072 0 ��.., ° I 1 I 10 I 9 I / �6 / q9 SOFT. ° yo. 3CD 60060 ° SO FT 6 coii o SQ.FT. 7 on SQ.FT. 8 I / ` 3j. 6000 BLOCK ei Ln \\ B / / S 52.7j• SOFT. ° oY " _ 7. 5' 117.85' L - / 31 115.50' N89'32'27"w 285.50' N89°3221 W - - - - - - - - - - - - - - - -- __ 7 _ S 115.50' - N 9a °3'2'27" W ] C.°RC7SSTNR PHASF 7 /l 6 // / �391 SOFT. N 89 °31 '43 " W VOL. ___-° PG. _-- 5 --- Jx F---- _CHATS - -DRIVE_ --- P.R_C.C_T.-- ---- / / 5 / // 9 \ / / 4 22 23 24 25 1 26 1 27 1 28 1 29 30 1 31 1 32 33 WARllmin3111 LINE RADIUS ARC DELTA CHORD TANGENT CURVE #1 1092.00' 596.50' 31°17'51" 589.11' 305.89' CURVE #2 500.00' 136.56' 15°38'53" 136AT 68.71' CURVE #3 255.00' 402.22' 90 °22'32" 361.80' 256.68' CURVE #4 800.00' 69.64' 5 °00'08" 69.82' 34.94' CURVE #5 800.00' 68.97' 4 °56'23" 68.95' 34.51' CURVE #6 800.00' 117.31' 8 °24'06" 117.20' 58,76' CURVE #7 800.00' 60.76' 4 *21'06" 60.75' 30.40' CURVE #8 800.00' 55.35' 3 °57'50" 55.34' 27.68' CURVE #9 260.00' 280.43' 61 °47'53" 267.03' 155.60' CURVE #10 150.00' 73.83' 28°12'07" 73.09' 37.68' SATE DATA TOTAL LAND AREA 39.65 AC. RESIDENTIAL USE AREA 30.66 AC. ROW AREA 8.62 AC. OPEN SPACE AREA 0.37 AC. RESIDENTIAL LOTS 195 OPEN SPACE LOTS 2 EXISTING ZONING PD 133-2004 LINE BEARING DISTANCE L1 S89*31'43T 14,52' L2 N31°45'24"E 14.33' L3 S34 °33'10"E 24.54' L4 N44 °09'II"W 21.21' L5 S43 °25'20"E 27.75' L6 S89'09'11"E 25.49' LOT CRITERIA SUMMARY TABLE Typical Lot Dimensions; 50' x 120' Side Yard ; 5' Front Yard ; 20' Rear Yard ; 20' Corner Side Yard 15' Lot Area ; 6000' LINE BEARING DISTANCE L1 N89 °05'40"W 53.84' L2 N57°23'16"W 103.96' L3 N59 °16'27"W 55.41' L4 N64 °47'12"W 52.37' L5 N66 °45'21"W 49.37' L6 N69°45'07"W 50.79' L7 N73 °00'02"W 50.79' LB N75°56'20"W 50.79' L9 N78°59'24"W 50.79' 110 N82°02'28"W 50,79' 111 N85 °03'30 N 50.79' L12 N87 °45'16"W 53.10' L13 S00°28'17"W 2.00' LINE RADIUS ARC DELTA CHORD TANGENT C1 640.00' 454.14' 40'39'24" 444.67' 237.10' C2 405.00' 436,82' 51-47-53" 415.96' 242.36' APPROXIMATE LOCATION OF GAS LINES. CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH UTILITY OWNER PRIOR TO CONSTRUCTION. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING AND PROTECTING THE INTEGRITY OF THIS UTILITY AND SHALL USE EXTREME CAUTION DURING CONSTRUCTION. FA w 32 u� 9247 SOFT. - LEE GLENDALE DRIVE I 1 40 39 I I LE'CENIJ CENTERLINE - - RIGHT OF WAY - - PROJECT BOUNDARY LOT LINES - - - - - 2' TOPOGRAPHY LINE - - - - - - - - - 10' TOPOGRAPHY LINE PHASE LINE - - PROPERTY LINE B.L. BUILDING LINE U.E. UTILITY EASEMENT U.L.S.W.E. UTILITY, LANDSCAPE, a SCREENING WALL EASEMENT W ROSAMOND PKWY N O� W E s FF� COUNTY ROAD NO. 370 / SITES % S z fIACKBERR j RID. C ACACIA DR. VIC= Y N. T. S. rr ' WEST CROSSING PHASE 9 & 11 LOTS 17-44, BLOCK FF; LOTS 1-16, BLOCK GG LOTS 1-19, BLOCK HH; LOTS 1-14, BLOCK 11 Li LOTS 25-48, BLOCK KK; LOTS 6-12, BLOCK JJ m IN PHASE 9 AND LOTS 20-38, BLOCK HH; LOTS 1-24, BLOCK KK LOTS 1-16, BLOCK ILL; LOTS 1- 28 BLOCK MM a - PR EPAR ED ]BYo DEVELOPER: IN PHASE 11 E HENRY BRANTLY SURVEY, ABSTRACT No. 71 03 ®®DW� 1 OWNER: G. MORRISON SURVEY, ABSTRACT No. 559 MARSI� � BEING BLOOMFIELD 39.65 Acres ±10 CIVIL ENGINEERS - PLANNERS - SURVEYORS MHOMES DOUGLAS PROPERTIES, INC. LOCATED IN -3: 2405 Mustang Drive, Grapevine, Texas 76051 1 2309 AVE K CITY OF AMA Metro (817) 329-4373 SUITE 100 NOTE, TBPE REGISTRATION # F-2944 1050 E. HWY 114, SUITE 210 PLANO, TX 75074 COLLIN COUNTY, TEXAS o E ALL EASEMENTS AND OPEN SPACE TBPLS # 10021700 SOUTHLAK, TX 76092 972-422-1658 195 RESIDENTIAL LOTS w WILL BE MAINTAINED BY HOA . Contact: Mr. Edward Eckart 817-416-1572 4 OPEN SPACE LOTS AUGUST 2017 SHEET 3 OF 4 SP .. : 10 ISYN V • All that certain lot, tract, or parcel of land, situated in a portion of the Henry Brandy Survey, Abstract No. 71, and the Guyn Morrison Survey, Abstract No. 559, City of Anna, Collin County, Texas, being part of that certain called 73.598 acre tract described in a deed to Bloomfield Homes, LP recorded in Instrument No. 20131227001685590 of the Deed Records of Collin County, Texas (DRCCT ), and being more completely described as follows, to —wits BEGINNING at 3/8' iron rod found for the most westerly Northwest corner of said 73.598 acre tract, the Southwest corner of a called 4.0 acre tract described in a deed to Jose Facundo, et ux recorded in Volume 4625, Page 759 (DRCCT ), and being in the East line of a called 60.549 acre tract described in a deed to Two—J Partners, LLLP recorded in Instrument No. 20080509000562490 (DRCCT ), from which a I' iron pipe found for the Northwest corner of said 4.0 acre tract and the Northeast corner of said 60.549 acre tract bears North 00 deg. 28 min. 17 sec. East — 246.65 feet, THENCE South 89 deg. 04 min. 19 sec. East along the most westerly North line of said 73.598 acre tract and the South line of sold 4.0 acre tract, a distance of 721.27 feet to a 1/2' capped iron rod found stamped ' GEER' for an ell corner of said 73.598 acre tract, the Southeast corner of said 4.0 acre tract, and being the most southerly corner of Anna High School #1 Addition recorded in Volume 2011, Page 176 of the Plat Records of Collin County, Texas (PRCCT t, from which a 1/2' capped iron rod found stamped ' TIPTON' bears North 19 deg. II min. 23 sec. East — 0.24 feet, THENCE North 00 deg. 04 min. II sec. East along the most northerly West line of said 73.598 acre tract and the East line of said Anna High School #1 Addition, at 312.76 feet pass a 5/8' capped iron rod found ' illegible' for the Southeast corner of Lot I, Block I as shown in said Anna High School #1 Addition, continue a total distance of 927.71 feet to a 3/4' iron rod found for the most northerly corner of said 73.598 acre tract and being in the West right—of—way line of West Crossing Boulevard (80' right—of—way width ) as shown in Volume 2009, Page 413 (PRCCT ), said point being a Point of Curvature of a non —tangent circular curve to the left, having a radius of 640.00 feet, a central angle of 40 deg. 39 min. 24 sec., and being subtended by a chord which bears South 40 deg. 37 min. 22 sec. East — 444.67 feet, THENCE in a southeasterly direction along said curve to the left, departing the East line of said Anna High School #1 Addition and continue along the East line of said 73.598 acre tract and said West right—of—way line, a distance of 454.14 feet to a 1/2' iron rod found 'bent' , THENCE South 60 deg. 57 min. 04 sec. East tangent to said curve and continue along said East line and West right—of—way line, a distance of 107.46 feet to a 1/2' capped iron rod set stamped 'GOODWIN 8 MARSHALL' for a Point of Curvature of a circular curve to the right, having a radius of 405.00 feet, a central angle of 61 deg. 47 min. 53 sec., and being subtended by a chord which bears South 30 deg. 03 min. 07 sec. East — 415.96 feet, THENCE in a southeasterly direction along said curve to the right, the East line of said 73.598 acre tract, and said West right—of—way line, a distance of 436.82 feet to a 1/2' iron rod found 'bent' , THENCE South 00 deg. 50 min. 49 sec. West tangent to said curve and continue along said East line and West right—of—way line, a distance of 1352.01 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' for the Northeast corner of proposed Phase 7 of West Crossing, from which a 5/8' iron rod found in the East line of said 73.598 acre tract, some being the West right— of—way line of said West Crossing Boulevard bears South 00 deg. 50 min. 49 sec. West — 164.46, THENCE in a westerly direction departing said East line and West right—of—way line, continue along the North line of said proposed Phase 7 the following seventeen (17 ) courses, North 89 deg. 05 min. 40 sec. West, a distance of 53.84 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 57 deg. 23 min. 16 sec. West, a distance of 103.96 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 59 deg. 16 min. 27 sec. West, a distance of 55.41 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 64 deg. 47 min. 12 sec. West, a distance of 52.37 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 66 deg. 45 min. 21 sec. West, a distance of 49.37 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 69 deg. 45 min. 07 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 73 deg. 00 min. 02 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 75 deg. 56 min. 20 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 78 deg. 59 min. 24 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 82 deg. 02 min. 26 sec. West, o distance of 50.79 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 85 deg. 03 min. 30 sec. West, a distance of 50.79 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , North 87 deg. 45 min. 16 sec. West, a distance of 53.10 feet to a 5/B' capped iron rod found stamped 'WESTWOOD', North 89 deg. 32 min. 27 sec. West, a distance of 270.13 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' , South 00 deg. 28 min. 17 sec. West, a distance of 111.00 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 89 deg. 32 min. 27 sec. West, a distance of 285.50 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', South 00 deg. 28 min. 17 sec. West, a distance of 2,00 feet to a 5/8' capped iron rod found stamped 'WESTWOOD', North 89 deg. 31 min. 43 sec. West, a distance of 115.50 feet to a 5/8' capped iron rod found stamped ' WESTWOOD' for the Northwest corner of said proposed Phase 7, and being in the West line of said 73.598 acre tract and the East line of said 60.549 acre tract, from which a 1/2' capped iron rod found stamped ' TWC' for the Southwest corner of said proposed Phase 7 and the Northwest corner of West Crossing Phase 5 recorded in Volume 2016, Page 554 (PRCCT ), bears South 00 deg. 28 min. 17 sec. West — 475.94 feet, THENCE North 00 deg. 28 min. 17 sec. East along the West line of said 73.598 acre tract and the East line of said 60.549 acre treact, a distance of )098.26 feet to the POINT OF BEGINNING, containing 1,727,231 square feet or 39.652 acres of land, more or less. • I. Bearings are oriented to Texas State Plane Coordinate System, North Central Zone, 4202, derived from GPS observation.The combined scale factor for this site is 0.99985652. This factor is to be applied to any ground coordinate or distance values in order to reduce said values to State Plane grid. 2. All property corners are set with 1/2' iron rods with yellow plastic caps stamped ' Goodwin 8 Marshall' , unless otherwise noted. 3. Selling a portion of this addition by metes and bounds is a violation of city ordinance and state law and is subject to fines and withholding of utilities and building permits. 4. ROW owned by City, Landscape Improvements, Owned and Maintained By Owner, HOA or the Owners of the Individual Lots Contained within this Plat, As Applicable. 6. According to the Flood Insurance Rate Map (FIRM ) panel 48085CO155J, effective June 2, 2009 and Flood Insurance Rate Map (FIRM ) panel 48085CO160J, effective June 2, 2009. This survey is located in Flood Insurance Zone ' X' (non —shaded ), being defined as areas outside the 0.27. annual chance floodplain. 7. Parkway improvements such as curb 8 gutter, pavement tie—in, drive approaches, sidewalks, and drainage inlets may be required at time of building permit issuance via a parkway permit. B. Lot 29X-30X, Block MM, 17X-18X, Block ILL are private H.O.A./Developer owned and maintained open space lots. 9. The person responsible for preparing this plat is John Nichoas Rogers, R.P.L.S. # 6372 Goodwin 8 Marshall, Inc. 2405 Mustang Drive Grapevine, TX 76051 (817 ) 329-4373 5 ' UE 5 ' UE STREET R n W „c /0' wide except where noted TYPICAL PUBLIC UTILITY EASEMENTS NOTE- UE easements are parallel and perpendicular to street right—of—ways and lot lines unless otherwise shown. ti W 25'X25' VISIBILITY t J EASEMENT (TYPICAL ) /0' 25' LOCAL STREET STREET TO STREET INTERSECTION /0' XIO' SIDEWALK AND UTILITY EASEMENT (TYPICAL J NOTE- DETAIL PERTAINS TO ALL LOCAL INTERSECTIONS. TYPICAL STREET INTERSECTION N. T. S. ]PREPARED BY: G G�\\®�� DWHN SHALLE CIVIL ENGINEERS --- PLANNERS --- SURVEYORS 2405 Mustang Drive, Grapevine, Texas 76051 Metro (817) 329-4373 TBPE REGISTRATION # F-2944 TBPLS # 10021700 Contact: Mr. Edward Eckart OWNER: BLV \ M- ILLi.� HOMES 1050 E. HWY 114, SUITE 210 SOU HLAKE, TX 76092 817-416-1572 DEVELOPER: �J PDOUGLAS PROPERTIES, INC. 2309 AVE K SUITE 100 PLANO, TX 75074 972-422-1658 a WEST CROSSING PHASE 9 & 11 LOTS 17-44, BLOCK FF; LOTS 1-16, BLOCK GG LOTS 1-19, BLOCK HH; LOTS 1-14, BLOCK 11 LOTS 25-48, BLOCK KK; LOTS 6-12, BLOCK JJ IN PHASE 9 AND LOTS 20-38, BLOCK HH; LOTS 1-24, BLOCK KK LOTS 1-16, BLOCK LL; LOTS 1— 28 BLOCK MM IN PHASE 11 HENRY BRANTLY SURVEY, ABSTRACT No. 71 G. MORRISON SURVEY, ABSTRACT No. 559 BEING 39.65 Acres LOCATED IN CTTY OF ANNA COLLIN COUNTY, TEXAS 195 RESIDENTLkL LOTS AUGUST 2017 SHEET 4 OF 4 r 0 N r` 0 0 0 0 z a 3 W a m a a_ a_ E e _I N 0 l V n G®OI WIN a CIVIL ENGINEERS -- PLANNERS - SURVEYORS �R�SHA U October 30"', 2017 Mr. Joseph Johnson Director of Public Works City of Anna 3223 North Powell Parkway Anna, Texas 75409 RE: West Crossing Preliminary Plat - Phase 9 and 11 Dear Mr. Johnson: Goodwin and Marshall, Inc. has performed an analysis to determine the impacts of the West Crossing development on downstream properties. This analysis, which has been submitted to, reviewed and approved by the City back in April of 2017 shows no detrimental impacts downstream. Based on this, this letter serves as our verification that no detrimental impact is experienced downstream of the project due to the construction of West Crossing Phase 9 and 11. Mr. Johnson, we appreciate your time and considerations during the review process of this project. If you have any questions, additional comments or need any further information, please do not hesitate to contact our office at 817-329-4373. Thank you for your attention on this matter. Sincerely, Goodwin & Marshall, Inc. Edward Eckart, P.E. EWE/mjb TEXAS • 2405 Mustang Drive • Grapevine, T% 76051 • 817.329.4373 TENNESSEE • 6074 Apple Tree Drive • Memphis, IN 38115 • 901.881.9188 ARIZONA • 6909 West Ray Road, Suite 15 • Chandler, A2 85226 • 602.218.7285 COLORADO • 8400 E. Prentice Ave. • Greenwood Wllage, C0 80111 303.459,4861 p pp IIIf�11I������, �� ����;I�� ���� �- - Item No. 5.e. City Council Agenda Staff Report Meeting Date: 11 /14/2017 AGENDA ITEM: Consider/Discuss/Act on a Resolution approving the "Anna Crossing Phase 2" final plat.(Maurice Schwanke) SUMMARY: The Anna Crossing Phase 2 final plat contains 39.799 acres and is located in the Granderson Stark Survey, Abstract No. 798. Within this project, 137 residential lots are proposed. The plat layout is in conformance with the existing zoning. Phase 2 and 3 are located in District B of the Anna Town Square Development and are controlled from a land use/lot size standard established by Ordinance Number 627-2013. Within District B the minimum lot size is 5,500 sq. ft. Also, within the District B is the option to have 15,000 sq. ft. lots with an estate type no curb street section. The ordinance also states that for every acre of 15,000 sq. ft. lots in District B, District K to the north (Section 4a and 4b) can have one acre of 6,000 sq. ft. lots. If no 15,000 sq. ft. lots are built in District B, then all of District K are required to be 7,200 sq. ft. lots. Within Phase 2 all of the lots are 7,200 sq. ft. or more while phase 3 has 15,000 sq. ft. or greater lots. The engineering plan have been approved for the Plat. A letter from the Engineer of Record is attached concerning no drainage impact downstream. STAFF RECOMMENDATION: Approval of a Resolution approving the final plat of Anna Crossing Phase 2. ATTACHMENTS: Description Upload Date Type Resolution approving the Final Plat of Anna Crossing 11 /8/2017 Resolution Phase 2 Final Plat 11/2/2017 Exhibit Drainage Letter 11/2/2017 Exhibit Location Map 10/27/2017 Exhibit CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A FINAL PLAT OF ANNA CROSSING PHASE 2. WHEREAS, In order to provide for the orderly development of land within the Anna city limits and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council") has adopted Part III -A of the Anna City Code of Ordinances ("Subdivision Regulations"); and WHEREAS, Anna Crossing Creekside, Ltd. has submitted an application for approval of a final plat of the Anna Crossing Phase 2 Subdivision; WHEREAS, The Final Plat of Anna Crossing Phase 2 conforms to the Preliminary Plat of Anna Town Crossing; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval of Final Plat The City Council hereby approves the final plat of Anna Crossing Phase 2 attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 14t", day of November 2017. ATTEST: APPROVED: City Secretary, Carrie L. Smith Mayor, Nate Pike N rn ri w REMAINDER OF iv ANNA CROSSING AMC, LTD. INSTRUMENT NUMBER r^n i 20140724000770380 0 O.P.R.C.C.T. N890 38' 26"E 59.15' o FOUND X-CUT z I, 15SANITARY SEWER EASEMENT IN CONCRETE IRF INSTRUMENT NUMBER 20150422000453060 N000 351 42'?E 20.00' O.P.R.C.C.T. FOUND X-CUT IN CONCRETE N N Z r) 0 Q U0 U 0� iMATCH LINE- - -- -- --7�1� U ;�,S89°35'28'�w387.78'SEE SHEET NO. 2 5L=249.35' 89'00 103., 25.00 ^ 67.27 0 62.33' 62.33' 62.33' 62.33' 71.19' 15'WATERLINE ESMT. R=395.00' L=LU o 00 10' U.E. 589° 50'33"E 120.00' / \ i I CD 6 -iLOT 6 / 0o1 n I IJ M 25.00' 25.00' LOT 1 / / \ _ \ \ ti m p J m O -1 oo I 7200 SF LOT 6 - - / \ \ \ \ �� z- LOT 15 z = ILOT 1 M LOT 2 o LOT 3 o LOT 4 o LOT 5 M LOT 6 o iD MIN. FF _ 10302 SF Q ELEV. 683.6' ,� 8408 SF N 7480 SF � 7480 SF � 7480 SF � 7480 SF N 8471 SF Io "-' 120.00' 5 DING CPO 6, MIN. FF i� 7�� MIN. FF o MIN. FF MIN. FF MIN. FF ' MIN. FF ° MIN. FF N °O 3 gUIL �� \ \ \ \ LOT 14 c� I o o a I o o � 5 WALL MAINTENANCE, o ° ELEV. < 1n o, ELEV. z ELEV.687.3 ELEV.686.7 ELEV.685.7' ELEV.684.4' z ELEV. o EASEMENT / 15' UTILITY / / / J�J \ \ \ \ ��� t1' 8788 SF 10, U.E. rn � ^ 20' B. 10' U.E. 0 01 EASEMENT / / C7 MIN. FF Z _ - / / LOT 7 - - - - z o LOT 2 / 01� \ ELEV. 691.5' No N 01 m 7200 SF LOT 5 / / \ �Q: 1 \ \ IRF OO�O 7i�, LOT 13 1�, / " 70.00' 62.33' 62.33' 62.33' 62.33' 70.00' of / / \ C,� ��' 30' DRAINAGE 6 8286 SIF o / =70'19 0 Ln 0 00 120.00' A\ EASEMENT .S MIN. FF 12 z V 60 • 25' V.A.M. ELEV. 692.7' / �- 25' V.A.M. _23.00' 25' V.A.M. TIANA_STREET _ 438.88' _ N LOT 5 \ Q� �'� O� LOT 12 3 = S89°35'28"W 50' RIGHT-OF-WAY S89035'28"W o \ P� q�, 7200 SF o ;�5 G2 01 LOT 3 ANNA CROSSING \ 3�$ LOT 11 Y' MIN. FF °o, / - - 7200 SF PHASE 3A o A� 12`� 000 7200 SF �00 ELEV. 693.3' / /�`b L=56.79' 60.00'-_60.00' 60.00' - 60.00' - 60.00'=60.00' 72.82' `D <v / CABINET 2016, 120.00' SLIDE 48 NBA ELEVN693.9' O00 / L%653� 20' B.L. 10' U.E. 10' U.E. / 3.81' P.R.C.C.T.1�0 / �O yy OQ LOT 4 = / / / ti� 00 •00 10 U. E. / in o LOT 4 LOT 10 i r �I 7200 SF ti 7200 SIF o /OO o� - MIN. FF /oo• / o LOT 20 LOT 19 0, LOT 18 LOT 17 LOT 16 ;� LOT 15 zo LOT 14 11J LOT 13 r / = 5 ELEV. 694.6' o LOT 21 0, F, rn _ 120.00' IRF 30' 'L LOT 9 00 poi/ oti L=19.99' 0 9065 SF Lq 9233 SF 9269 SF 9305 SF "? 9340 SIF ,,, 9376 SIF �0 9411 SF N 11346 SF , �,, ,51 ti i 8081 SF ,,; M u, ,,, �^ u, Ln M = H- C� LOT 4 60 / 19 , tc y`6j V � -1 � � N W LU � \ / / (44 _ 7200 SIF i66 ti i�,�0C 9 L=25.10' MIN.FF / (01) / M o a oLOT 5 / / ao ,i 7200 SFm` J `'6. ELEV. 695.3' 5� / HOA TRACT 3 � J 01<v <� 2 LOT 8 ! 9900 SF o TOT L AREA: �, o0. / �13 0° 7481 SIF `,0 /po V� o Z = 120.00' / a `'' r ti0 0 39.799 ACRES OR LLI ' // �/� / HOA TRACT 2 �. �'9. MIN. FF °o. %00' ��' Py / z (j) 1,733,650 SQUARE FEET 7- / LOT 3 / y / / \ 138678 SF �sz, ELEV. 696.4' Z 163.49' N890 50' 33"W N890 50' 33"W oc J o 0 MATCH LINE SEE SHEET NO. 2 LOT 6 LA PALOMA SUBDIVISION CABINET C, SLIDE 418 P.R.C.C.T. � / / L=20.43' /� Q� ,�.� / 43.48 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 71.26' < o� / L=29o.13' LOT 7 r�,o ��5 �Z ,��� of LOT 6 00 / / m R=645.00' us.° 8027 SF 00 50 / /� ANNA CRO SING CREEKSIDE LTD. 1,, 7200 SF q o �� MIN. FF / / �� � O INS RUMENT NUMBER20161128001603 10, O.P.R.C.C.T. O0 LOT 3 �, �0 ELEV. 697.6' / �tioy� ti N 10' U.E.Lu 120.00' / LOT 6 15' UTILITY �' 8027 SF 'e 00 Ui LOT 2 LOT 3 N LOT 4 o LOT 5 LOT 6 � LOT 7 N LOT 8 `Mo LOT 9 M LOT 10 LOT 11 LOT 12oEASEMENT o MIN. FF 0 / �ti \ LOT 1 M 8009 SF M 7973 SF M 7938 SF M 7902 SF M 7867 SF oM 7831 SF 7795 SF ��" 7760 SF rn 7724 SF 06 7689 SF 9005 SF Ir; o "� 0 oFITI- \ M 1h Sl0 ELEV. 698.4' S G % 15153 SF o M o LOT 7 LOT 2 / 0 ,�� Ss, / / Fgo L=39.12' o z �I 7200 SF o o cn / / W �6., /�3 l A o 0 LOT 5_ 120.00 / / _ 6s 1�% \ � 10' U.E. z / BLOCK B / / / / � 8027 SF r�o0�, / /�' 25' V.A.M� o �,Y38 - - - 20' B.L. - - - - - - LOT 2� NS8° MIN. FF ` 02 38.64' 60.00'T 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 60.00' 70.00' / I / / p ELEV. 699.1 / `V C o o LOT 8 ;/ 28"3 �o ti o� 4 BLOCK C Z o o� 25' V.A.M. � 7200 SIF G LOT 4 1�0 �o /1�63 ti _ N89 35 28 E - CARINNA DRIVE o 10' 733.39 50 RIGHT-OF-WAY O 120.00 7690 SF 00 �� A G,6 N MIN. FF LOT 1 y N ELEV. 699.7' O �1-y \ - - - - - J ----=52.16' 60.00' 60.00' 63.60' 63.60' - 63.60' 63.60' 63.60' 63.60' 63.60' 63.60' 71.19' I IRF o`� o0 6? Iv !� / "20'B� 8.15 -- --- ---- --- -- - - --- --- -- -- 0 m LOT9 I o• 4j, / 20' B.L. � 0 7200 SF 10 UTILITY I I (4, o� / o, 0 10' U.E. N `q LOT 7 I EASEMENT LOT 3 1Z0 / / h � o o LA PALOMA SUBDIVISION 0 o 120.00' CABINET C, SLIDE 418 7200 SF O0, '� / II I of M� co^' MIN. FF / / h o 0 0 0 0 o b b1-1 - P.R.C.C.T. co o ti LOT 29 LOT 28 w LOT 27 o LOT 26 O LOT 25 o LOT 24 o LOT 23 O LOT 22 O LOT 21 o LOT 20 o LOT 19 O LOT 18 LOT 17 I o - LOT 1 ti ^ N ELEV. 701.4 / /. / o o �, o 0 0 0 0 0 0 6 0 "-I o 6Z° fir /o O,I 4 / / LOT 30 w 10699 SF LO 8253 SF M 7200 SF N 7200 SF N 7632 SF N 7632 SF N 7632 SF N 7632 SF N 7632 SF N 7632 SF N 7632 SF N 7632 SF N 8471 SF N CD LOT 10 1 _ ° 15' UTILITY �o M/ / 15682 SIF O1 M o 4=4 5202 o, / `V/ �O o o ^� J � 7200 SF _ EASEMENT q� o L=124.43 hb LOT 2 1�000 / �Q^� / o 0° I SHARP STREET R=1250.00' o O N of R=587.7T /i 0 o L; � _ 50' RIGHT-OF_WAy L=106.18' ISBUI�Dj 14 7923 SIF /�� moo, N89 35 28 E cJ CABINET 2016, SLIDE 48�,R� � MIN. FF ^• `� 120.00 d CB=S74°15'06"E . ` NG �INF S68o ELEV. 702.1' L/ 53.05' 60.00' 95.72' 75.50' 60.00' 60.00' 1 63.60' 63.60' 63.60' 63.60' 63.60' 63.60' 1 63.60' 1 63.60' 70.00' CL=106.15' rr 0.11 `UI - - - - _ SZ"F rZ0 0LOT I0 / /^/ 56.48' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 70.00' o � LOT 11 N89° 35' 28"E o w � 7200 SF Lu a o T15' UTILITY - - - o G\r08 8612 SF v / O 10' U.E. N K r1iQ, o Z Q co o EASEMENT o 06 23.69 „� ,y o O o 120.00 W `t o I 'F(iF�NIZl/2" CAPPED rs MIN. FF /ti C/ nay/ o ow 35' BUILDING IRON ROD�STAMRED `v `\�� ELEV. 702.T //� / w Q o� J LINE "CORWIN ENG." IRF o 0 0 0 0 0 0 0 0 0 0 0 0 "' N oo C S 2 /�/ / LOT 1 N LOT 2 o LOT 3 o LOT 4 o LOT 5 o LOT 6 o LOT 7 o LOT 8 o LOT 9 o LOT 10 o LOT 11 o LOT 12 o LOT 13 o LOT 14 o LOT 15 N LOT 16 0 0 5' WALL MAINTENANCE 0 = v' o I _ l,> / HI O N g,\ M O O O O O O O O O O O O O M o LOT 1 I ,I-q� Sg �-6 %N S.00, zS.00, vl 9496 SF N 7200 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF 7385 SF N 8329 SF I I� o EASEMENT Z m OPEN SPACE \ 6516; �• o 7200 SF o LOT 12 w ? LOT 2 LOT 3 '~ G rr8 q \, 25' V.A.M. cr / 2.37' con 10, U.E. 20' B.L. - LLJ -4 J z T- Z w 3 h 20 B.L - 0o Z BLOCK A ANNA CROSSING d '� 'v ,�- _ z PHASE 3A "� CY8 h °� "' L-97.6 ' -- 10' UTILITY CABINET 2016, �\� \ 2 60.00 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 61.54' 68.81' 0 EASEMENT SLIDE 48 03g q 25' V.A.M. 00 LOT 13 N 00 25' V.A.M. C19 _ SHARP STREET 955.95' N O P.R.C.C.T. o 7200 SF IRF z \` S� 4g - 50' RIGHT-OF-WAY S89°35'28"W o FOUND 1/2" CAPPED L=36.14' 20\ � � �c57, S840 33' 34"E 2 4,21 IRON ROD STAMPED I "coRwlN ENG." HOA TRACT 1 -`o �' 06 - _ L_60 0 60.00 60.00' 60.00' 60.00 - - 60.00' - - 60.00 - 4 - 10' U.E. 78099 SF ry ' , _ ' 4 _ L = 3 9.3 0' 20.71' 60.00' 60.00' 60.00 LOT 20 N LOT 19 0 12094 SF LOT 18 o MIN. FF 10407 SF 00 o 9017 SF LOT 17 LOT LOT 16 o LOT 15 o LOT 14 o LOT 13 ELEV. 706.1' ^ 7426 SF 7215 SF oN 7200 SF 7200 SF o 7200 SF 1 0 N , CD° LO o 0 z 469.10' 78.00' 78.16' 76.40' 1 59.49' 59.97' 1 60.00' 60.00' 1 60.00' V Q Q m 0 w o Of 0 a z w 0 a PHASE 2 Y g U ELIZABETH � Q a� z 0 /\ SHARP J SITE VICINITY MAP NOT TO SCALE ANNA, TEXAS 'BANNISTER 1 E N G I N E E R I N G 240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1 817.842.2095 fax TBPLS REGISTRATION NO. 10193823 PROJECT NO. 090-16-18 Curve Table Curve # Length Radius Delta Chord Direction Chord Length C17 159.06 1275.00 7008'52" N680 18' 26"W 158.96 C18 93.75 500.00 10044'36" N700 06' 18"W 93.62 C19 130.31 500.00 14055'56" N820 56' 34"W 129.94 C20 73.93 400.00 10035'21" S220 20' 32"W 73.82 C21 153.81 500.00 1703729" S360 26' 58"W 153.20 C22 71.10 500.00 8008'51" S490 20' 08"W 71.04 C23 157.87 250.00 36010'55" S710 30' 01"W 155.26 C24 177.46 250.00 40040'14" S700 04' 25"E 173.76 C25 91.52 250.00 20058'26" N90 37' 11"E 91.01 C26 88.78 250.00 20020'52" N90 55' 58"E 88.32 C27 90.16 275.00 18047'07" N90 14' 06"W 89.76 C28 16.26 275.00 3023'15" N160 56' 02"W 16.26 C29 73.91 275.00 15023-55" N70 32' 27W 73.69 S890 35' 28"W 1884.00' o LOT 12 o LOT 11 o LOT 10 o LOT 9 7200 SF 7200 SF 7200 SF 7200 SF L--------- HARLAN PROPERTIES, INC. INSTRUMENT NUMBER 2012228001650300 O.P.R.C.C.T. GENERAL NOTES: 1. All bearings shown herein are Texas State Plane Coordinate System, NAD83 (CORS), Texas North Central Zone (4202). All distances shown herein are surface distances. 2. According to surveyor's interpretation of information shown on the National Flood Insurance Program (NFIP) "Flood Insurance Rate Map" (FIRM), Community Panel No. 48085CO1601 dated June 2, 2009. The property appears to lie within Zone "X" and the entire property lies within a "Areas determined to be outside the 0.2% annual chance floodplain" zone as defined by the U.S. Department of Housing and Urban Development, Federal Insurance Administration, or the Federal Emergency Management Agency. 3. The above referenced "FIRM" map is for use in administering the "NFIP"; it does not necessarily show all areas subject to flooding, particularly from local sources of small size, which could be flooded by severe, concentrated rainfall coupled with inadequate local drainage systems. There may be other streams, creeks, low areas, drainage systems or other surface or subsurface conditions existing on or near the subject property which are not studied or addressed as a part of the "NFIP". 4. All iron rods set (IRS) are 5/8-inch with a plastic cap stamped "RPLS 4838". All found monuments shown hereon are deemed to be controlling monuments. N 60.00' 60.00' 60.00'_ --60.00' - - 60.00' 70.00' 20' B. L. o LOT 8 o LOT 7 o LOT 6 7200 SF 7200 SF 7200 SF 60.00' 1 60.00' 60.00' 35' DRAINAGE EASEMENT (BY SEPARATE INSTRUMENT) ------------- GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch = 60 ft. WAIVER REQUESTED MAXIMUM BLOCK LENGTH REQUIRED - 800' REQUESTED - 1100' LEGEND 0o LOT 5 o LOT 4 7200 SF 7200 SF O 60.00' 60.00' LEGEND N NOR IH S SOU I H T FAST W WEST DECREES MINUTES/FEET SF(-ONDs/INCHES MIN. EE ELEV. MINIMUM FINISH FLOOR ELEVATION O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS COLLIN COUNTY, TEXAS IRF = 5/8" IRON ROD WITH CAP STAMPED "RPLS 4838" FOUND 25' V.A.M. ESMT. 25' VISIBILITY, ACCESS, MAINTENANCE & SIDEWALK EASEMENT B.L. BUILDING LINE U.E. UTILITY EASEMENT SF SQUARE FEET OX BLOCK DESIGNATION DENOTES DETENTION / COMMON AREA - OPEN SPACE (ALL TRACTS SHALL BE HOA MAINTAINED AND OWNED J O no 0 CIA o LOT 3 0o LOT 2 w LOT 1 I o 7200 SF 7200 SF N 8329 SF N 10' U.E. - 60.00' 60.00' 68.8V 120.00' 120.00' w C:)N o LOT 14 o � 7200 SF o z 120.00' N890 50' 33"W 120.00' m LOT 15 25.00' 25.00' 7208 SF 104.07" FOUND 1/2" IRON ROD ------------- FINAL PLAT OF ANNA CROSSING DRAINAGE EASEMENT (BY SEPARATE INSTRUMENT) IRF - - -N88° 22' 58"W 15.94' -J LINDO APPAREL, INC. & 335 VALLEY TWO, INC. INSTRUMENT NUMBER 20130218000218460 O.P.R.C.C.T. PHASE 2 LOTS 19 thru 23, BLOCK C / LOTS 1 thru 11, BLOCK D LOTS 8 thru 15, BLOCK E / LOTS 1 thru 6, BLOCK F LOTS 1 thru 15, BLOCK G / LOTS 1 thru 6, BLOCK H LOTS 1 thru 15, BLOCK I / LOTS 1 thru 21, BLOCK J LOTS 1 thru 30, BLOCK K / LOTS 1 thru 20, BLOCK L HOA TRACT 1 thru HOA TRACT 6 39.799 ACRES OUT OF THE GRANDERSON STARK SURVEY, ABSTRACT NUMBER 798 CITY OF ANNA, COLLIN COUNTY, TEXAS 137 RESIDENTIAL LOTS / 6 OPEN SPACE TRACTS SURVEYOR / ENGINEER: OWNER / DEVELOPER: BANNISTER ENGINEERING, LLC (F-10599) ANNA CROSSING CREEKSIDE, LTD 240 NORTH MITCHELL ROAD 8214 WESTCHESTER DRIVE, MANSFIELD, TEXAS 76063 SUITE 710 PHONE (817) 842-2094 DALLAS, TEXAS 75225 FAX (817) 842-2095 PHONE: (214) 522-4945 CONTACT: CODY BROOKS, P.E. CONTACT: JOHN ARNOLD Preparation Date: May, 2017 Sheet 1 of 2 OWNER'S CERTIFICATION NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS -1_- I -1 1_- I -I OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § WHEREAS ANNA CROSSING CREEKSIDE, LTD. and ANNA CROSSING PASE 11A, LTD., acting by and through the undersigned, its duly authorized agent is the owner of 39.799 acres (1,733,650 square feet) of land in the Granderson Stark Survey, Abstract No. 798, City of Anna, Collin County, Texas; said 39.799 acres (1,733,650 square feet) of land being all of that certain tract of land described in a Special Warranty Deed with Vendor's Lien to Anna Crossing Creekside, Ltd. (hereinafter referred to as Anna Crossing Creekside tract), as recorded in Instrument Number 20161128001603010, Official Public Records, Collin County, Texas (O.P.R.C.C.T.), and portion of that certain tracts of land described as Tract 1 and Tract 2 in a Special Warranty Deed to Anna Crossing Phase IIA, Ltd. (hereinafter referred to as Tract 1 and/or Tract 2), as recorded in Instrument Number 20140813000860750, O.P.R.C.C.T., said 39.799 acres (1,733,650 square feet) of land being more particularly described, by metes and bounds, as follows: BEGINNING at a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Northeast corner of the remainder of said Anna Crossing Creekside tract, same being the Southeast corner of said Tract 2, same also being the West line of that certain tract of land described as La Paloma Subdivision (hereinafter referred to as La Paloma Subdivision), a subdivision in Collin County, Texas, according to the plat recorded in Cabinet C, Slide 418, Plat Records, Collin County, Texas (P.R.C.C.T.); THENCE South 00 degrees 09 minutes 27 seconds West with the common line between said Anna Crossing Creekside tract and said La Paloma Subdivision, a distance of 1081.84 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Southeast corner of said Anna Crossing Creekside tract, same being the Southwest corner of said La Paloma Subdivision, same also being in the North line of that certain tract of land described in a Special Warranty Deed to Lindo Apparel, Inc. and 335 Valley Two, Inc. (hereinafter referred to as Lindo Apparel tract), as recorded in Instrument Number 20130218000218460, O.P.R.C.C.T.; THENCE North 88 degrees 22 minutes 58 seconds West with the common line between said Anna Crossing Creekside tract and said Lindo Apparel tract, a distance of 15.94 feet to a one-half inch iron rod found for the Northwest corner of said Lindo Apparel tract, same being the Northeast corner of that certain tract of land described in a Special Warranty Deed to Harlan Properties, Inc. (hereinafter referred to as Harlan Properties tract), as recorded in Instrument Number 20121228001650300, O.P.R.C.C.T.; THENCE South 89 degrees 35 minutes 28 seconds West with the common line between said Anna Crossing Creekside tract and said Harlan Properties tract, a distance of 1884.00 feet to an "X" cut set in concrete pavement for the Southwest corner of said Anna Crossing Creekside tract, same being the Northwest corner of said Harlan Properties tract, same also being the East line of that certain tract of land described in a General Warranty Deed to Anna Independent School District (hereinafter referred to as Anna ISD tract), as recorded in Volume 6079, Page 3586, O.P.R.C.C.T.; THENCE North 00 degrees 35 minutes 42 seconds East with the common line between said Anna Crossing Creekside tract and said Anna ISD tract, a distance of 20.00 feet to an "X" cut set in concrete pavement for the most Westerly Northwest corner of said Anna Crossing Creekside tract, same being in the South line of that certain tract of land described in a Special Warranty Deed to Anna Crossing AMC, Ltd. (hereinafter referred to as Anna Crossing AMC tract), as recorded in Instrument Number 20140724000770380, O.P.R.C.C.T., same also being the Easterly margin of County Road 422 (Variable width prescriptive right-of-way); THENCE North 89 degrees 38 minutes 26 seconds East with the common line between said Anna Crossing Creekside tract and said Anna Crossing AMC tract and with said East margin of said County Road 422, a distance of 59.15 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; THENCE North 00 degrees 37 minutes 12 seconds East, continue with the common line between said 9 Anna Crossing Creekside tract and said Anna Crossing AMC tract, a distance of 119.62 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found in the South line of that certain tract of land described as Anna Crossing Phase 3A (hereinafter referred to as Anna Crossing Phase 3A), an addition to the City of Anna, Collin County, Texas, according to the plat recorded in Cabinet 2016, Page 48, P.R.C.C.T.; THENCE with the common line between the remainder of said Anna Crossing Creekside tract and said Anna Crossing Phase 3A for the following 8 courses: 1. South 84 degrees 33 minutes 34 seconds East, departing the Easterly line of said Anna Crossing AMC tract, a distance of 244.21 feet to a one-half inch iron rod with plastic cap stamped "CORWIN ENG." found for corner; 2. North 08 degrees 43 minutes 34 seconds East, a distance of 146.78 feet to a one-half inch iron rod with plastic cap stamped "CORWIN ENG." found for the beginning of a non -tangent curve to the right, whose long chord bears South 74 degrees 15 minutes 06 seconds East, a distance of 106.15 feet; 3. Easterly with said non -tangent curve to the right having a radius of 1250.00 feet, through a central angle of 4 degrees 52 minutes 02 seconds, for an arc distance of 106.18 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 4. North 14 degrees 58 minutes 06 seconds East, a distance of 169.17 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; S. North 18 degrees 30 minutes 03 seconds East, a distance of 292.68 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 6. North 64 degrees 44 minutes 12 seconds East, a distance of 318.77 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" found for corner; 7. North 52 degrees 18 minutes 00 seconds East, a distance of 351.59 feet to a one-half inch iron rod with plastic cap stamped "CORWIN ENG." found for corner; 8. North 89 degrees 45 minutes 32 seconds East, a distance of 70.91 feet to a one-half inch iron rod found for the most Easterly Southeast corner of said Anna Crossing Phase 3A, same being the Southwest corner of the remainder of said Tract 2; THENCE North 00 degrees 14 minutes 28 seconds West with the common line between said Anna Crossing Phase 3A and the remainder of said Anna Crossing Creekside tract and said Tract 1 and Tract 2, a distance of 361.50 feet to a one-half inch iron rod found for corner; THENCE South 89 degrees 45 minutes 32 seconds West with the common line between said Anna Crossing Phase 3A and the remainder of said Anna Crossing Creekside tract and said Tract 1 and Tract 2, a distance of 10.51 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for corner; THENCE North 00 degrees 14 minutes 28 seconds West with the common line between said Anna Crossing Phase 3A and the remainder of said Anna Crossing Creekside tract and said Tract 1 and Tract 2, a distance of 150.42 feet to a one-half inch iron rod with plastic cap stamped "CORWIN ENG." found for the Northeast corner of said Anna Crossing Phase 3A, same being the Northwest corner of the remainder of said Tract 1, same also being the South line of that certain tract of land described as Anna Crossing Phase 4 (hereinafter referred to as Anna Crossing Phase 4), an addition to the City of Anna, Collin County, Texas, according to the plat recorded in Instrument Number 2017-48, P.R.C.C.T.; THENCE North 89 degrees 45 minutes 23 seconds East with the common line between said Tract 1 and said Anna Crossing Phase 4, a distance of 714.61 feet to a five -eighths inch iron rod with plastic cap stamped "RPLS 4838" set for the Northeast corner of said Tract 1, same being the Northwest corner of the aforesaid La Paloma Subdivision; THENCE South 00 degrees 09 minutes 27 seconds West, departing the South line of said Anna Crossing Phase 4 and with the common line between said Tract 1 and Tract 2 and said La Paloma Subdivision, a distance of 445.51 feet to the PLACE OF BEGINNING, and containing a calculated area of 39.799 acres (1,733,650 square feet) of land. BANNISTER 1 E N G I N E E R I N G 240 North Mitchell Road I Mansfield, TX 76063 1 817.842.2094 1 817.842.2095 fax TBPLS REGISTRATION NO. 10193823 PROJECT NO. 090-16-18 THAT acting herein by and through it's duly authorized officers, does hereby adopt this plat designating the hereinabove described property as ANNA CROSSING PHASE 2, an addition to the City of Anna, Texas, and does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the same unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS my hand this the day of 2017. Owner: STATE OF TEXAS § COUNTY OF 4 I I I I I I I LOT 7 LOT 8 LOT 9 LOT 10 LOT 11 LOT 12 FOUND 1/2" CAPPED IRON ROD STAMPED "CORWIN ENG."_ I I I r*1J o LOT 5 LOT 6 LOT 7 ANNA CROSSING C0 PHASE 3A BLOCK E CABINET 2016, 1-1 SLIDE 48 0 0 BEFORE ME, the undersigned authority, a notary public in and for said County and State, on this day appeared 35' BUILDING LINE personally , known to me to be the person whose name is subscribed to the foregoing instrument and acknowledge to me that he has executed the same for the purpose and consideration therein 1 - - 15 UTILITY EASEMENT expressed. IRS Given under my hand and seal of office this day of , 2017. BROOKLYN DRIVE Notary Public in and for the State of Texas My Commission Expires: SURVEYOR'S CERTIFICATION STATE OF TEXAS § COUNTY OFTARRANT § THIS is to certify that I, Michael Dan Davis, Registered Professional Land Surveyor Number 4838 for the State of Texas, have performed, for this plat, an actual survey on the ground, and that this plat correctly represents that survey made by me or under my direction or supervision. PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED AS A FINAL SURVEY DOCUMENT Michael Dan Davis DATE: Registered Professional Land Surveyor No. 4838 BANNISTER ENGINEERING, LLC T.B.P.L.S. REGISTRATION NO. 10193823 240 N. MITCHELL ROAD MANSFIELD, TEXAS 76063 Office (817) 842-2094 STATE OF TEXAS § COUNTY OF TARRANT § BEFORE ME, the undersigned authority, a notary public in and for said County and State, on this day appeared personally Michael Dan Davis, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledge to me that he has executed the same for the purpose and consideration therein expressed. Given under my hand and seal of office this day of , 2017. Notary Public in and for the State of Texas My Commission Expires: Curve Table Curve # Length Radius Delta Chord Direction Chord Length C17 159.06 1275.00 7008'52" N680 18' 26"W 158.96 C18 93.75 500.00 10044'36" N700 06' 18"W 93.62 C19 130.31 500.00 14055'56" N820 56' 34"W 129.94 C20 73.93 400.00 10035'21" S220 20' 32"W 73.82 C21 153.81 500.00 1703729" S360 26' 58"W 153.20 C22 71.10 500.00 8008'51" S490 20' 08"W 71.04 C23 157.87 250.00 36010'55" S710 30' 01"W 155.26 C24 177.46 250.00 40040' 14" S700 04' 25"E 173.76 C25 91.52 250.00 20058'26" N90 37' 11"E 91.01 C26 88.78 250.00 20020'52" N90 55' 58"E 88.32 C27 90.16 275.00 18047'07" N90 14' 06"W 89.76 C28 16.26 275.00 3023'15" N160 56' 02"W 16.26 C29 73.91 275.00 15023'55" N70 32' 27W 73.69 50' RIGHT-OF-WAY S890 45' 32"W 10.51'- CABINET 2016, SLIDE 48, P.R.C.C.T. - - F 15' BUILDING LINE & UTILITY EASEMENT LOT 18 LOT 12 I I ANNA CROSSING PHASE 3A CABINET 2016, SLIDE 48 P.R.C.C.T. I I I I UJ z ~ z LOT 17 LOT 13 J v z z BLOCK C p J a BLOCK C U 00 10, X 10, CO m U O p in UTILITY Ln rh H J M EASEMENT LA W _ o - - - W Lr) w z J co LOT 16 LOT 14 / I I N890 45' 32'E 70.91'- FOUND 1 2" CA PED I IRON ROD STD ORVUIN ENG." 15' UTILITY EASEMENT \ _ - LOT 15 ELIZABETH STREET 50' RIGHT-OF-WAY INSTRUMENT NUMBER 2017 49 - INSTRU U , P.R.C.C.T _ LU o _ LU 15' B.L. 15SEVVER FORCE O M Li ANNA CROSSIN PHASE 4 NNA CROSSI G MAINI EASEMENT w Z � � INSTRUMENT NUMBER PHASE 4IN�TRUM NT NUMBER m O w a no2017-49 2017-49 Q o � - I P.R.C.C.T BLOCK A P.R.C.C.T U � BLOCK B LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 LOT 18 LOT 19 LOT 20 LOT 21 LOT 22 Z LOT 7 LOT 7 LOT 7 10' UTILITY 10' UTILITY EASEMENT EASEMENT N890 45' 23'E 714.61' LOT 4B. BLOCK- 60.00' 60.00' 60.00' 67.04' 67.04' 67.04' 67.04 67.14 1 w a N I I149.30 IRS REMAINDER OF 25.00' 25.00' E ANNA CRC PHASE IIA, SSING LTD. m HOA TRACT 6 (TRAC 1) M En Ig �I T � III 13389 SF INSTRUMEN NUMBER r14 C) N 00 0 2014081300 860750 CD C:) 10' UTILITY LOT 8 � LOT 9 LOT 10 LOT 11 � O.P.R.C.C.T. 00 LOT 14 to LOT 15 z EASEMENT 9026 SF Lcn:' 9026 SF L 9025 SF Lcn' 10084 SF Ln LOT 12 LOT 13 00 0 10082 SF 10080 SF 10080 SF C)10082 SF N890 43' 38"E 149.30" Ln " 0 z L=48.45' 12 10' SEWER LOT 1 EASEMENT 8887 SF 10 U.E. 20' B.L. 20' B.L. T____j ii m o� -o L=47.52' IRS 49.49' 60.00' 60.00' 67.04' _T 67.04' T_ 67.04' 77.04' 70.00' U 144.80' 0 o L=34.45' n�i N89044'51"E N89044'51"E BROOKLYN DRIVE N 25' V.A.M. 33.38' 10' SEWER 145T.00' 25' V.A.M. 393.45' 50' RIGHT-OF-WAY o LOT 2 0 0 10' SEWER EASEMENT \ 8211 SF LO v N EASEMENT7 N L=27.72' _ 120.00' _ _ 73.24' 65.00' 65.00' _ 65.00' _ _ 81.67' _ 128.22' 3T WALL MAINTENANCE 15' B.L. 25' V.A.M. 20' B.L. o d 0 i I EASEMENT N oo; 5' U.E. LOT 19 0 o0 10' U.E. o �I o U I LOT 3 F cc, o � r\ ry to �� 7392 SF O 0 8399 SF 25.00' 25.00' o LOT 4 LOT 5 o LOT 6 o LOT 7 w LOT 8 I �1-1 J J I o0 N890 45' 32"E 120.00' w oNI 8779 SF 7800 SF 7800 SF 7800 SF ^� 10962 SF 120.18' LA > a �' 0 U m o D 0 En o m L=10.06' 0 o QEn o O � LOT 4 C LOT 20 o Q o b C) 7200 SF � Q M z - III 7201 SF LOT 6 Ln 73.0T O 65.00' 65.00' 65.00' O 93.79 W 120.01' LA PALOMA SUBDIVISION 120.00' Q io N89 44' 51 E 180.93' N89 44' 51"E 180.93' LV ¢ CABINET C, SLIDE 418 M � 10' U.E. � � � P.R.C.C.T. 10' U.E. o LOT 3 o LOT 9 Io � o m 00 o LOT 21 0 bo o 11761 SF REMAINDER OF 11746 SF Ui u1 � oI LOT 5 15 DRAINAGE � 7200 SF 7200 SF 11.0 � N PHASE CROSSING 10 U.E. J - o 0 180.93' EASEMENT TRACT 2 180.47' z 120.00' 1 z TOTAL AREA: INSTRUMENT NUMBER 39.799 ACRES OR 20140813000860750 o Cd LOT 22 0 0 o m 1,733,650 SQUARE FEET o O O.P.R.C.C.T. LOT 10 � 7200 SF N o I� LOT 2 11715 SF 11761 SF N890 45' 32"E 120.00' 180.93' 180.00' LOT 11 LOT 23 LOT 1 , C)8�207 N 12499 SF 00 12372 SF -i FF ELEV. 690.0' I MIN. FF MIN. FF O ID ELEV. 687.5' DEED LINE 684.2' IRF FOUND 1/2' L=41.88' IRF _ELEV. IRON ROD�7.35'EED LINE - - 51"E 116.11' L=41.79' 184.14' 179.51' U N890 44' 51"E 363.65' HOA TRACT 2 138678 SF MATCH LINE �----------- SEE SHEET NO. 1 LEGEND N NORTH S SOUTH E EAST W WEST DEGREES MINUTES/FEET SECONDS/INCHES MIN. FF ELEV. MINIMUM FINISH FLOOR ELEVATION O.P.R.C.C.T. OFFICIAL PUBLIC RECORDS COLLIN COUNTY, TEXAS P.R.C.C.T. PLAT RECORDS COLLIN COUNTY, TEXAS IRF = 5/8" IRON ROD WITH CAP STAMPED "RPLS 4838" FOUND 25' V.A.M. ESMT. 25' VISIBILITY, ACCESS, MAINTENANCE & SIDEWALK EASEMENT B.L. BUILDING LINE U.E. UTILITY EASEMENT SE SQUARE FEET O BLOCK DESIGNATION LEGEND GRAPHIC SCALE 60 0 30 60 120 ( IN FEET ) 1 inch 60 ft. DENOTES DETENTION / COMMON AREA - OPEN SPACE (ALL TRACTS SHALL BE HOA MAINTAINED AND OWNED to i 1 o � 4/ lro, 2S 00 Jl l� 25. 00 l J 'y Ln STATE OF TEXAS § COUNTY OF COLLIN § O 0c 10' U.E. 0 120.01' U LOT 6 7160 SF m o C)MIN. FF PLACE OF of ELEV.683.1' BEGINNING N770 40' 09"E 19.81' I N890 43' 38"E 100.66' IRF 00 SINE DEED 0 HOA TRACT 4 0 35109 SF io SRQO '�S' 7R"W '�R7 7R' I, , Mayor, City of Anna, Collin County, Texas, do hereby certify that the above plat and dedication was approved by the City of Anna, Texas, for filing in the map or deed records of Collin County, Texas, on the day of , 2017. Mayor City of Anna, Texas ATTEST: City Secretary City of Anna, Texas 25.00' 25.00' bI HOA TRACT 5 00 - ;D21310 SF oN w iT N 50 O o ^ o 0 Ln 0 z MATCH LINE SEE SHEET NO. 1 FINAL PLAT OF ANNA CROSSING PHASE 2 LOTS 19 thru 23, BLOCK C / LOTS 1 thru 11, BLOCK D LOTS 8 thru 15, BLOCK E / LOTS 1 thru 6, BLOCK F LOTS 1 thru 15, BLOCK G / LOTS 1 thru 6, BLOCK H LOTS 1 thru 15, BLOCK I / LOTS 1 thru 21, BLOCK J LOTS 1 thru 30, BLOCK K / LOTS 1 thru 20, BLOCK L HOA TRACT 1 thru HOA TRACT 6 39.799 ACRES OUT OF THE GRANDERSON STARK SURVEY, ABSTRACT NUMBER 798 CITY OF ANNA, COLLIN COUNTY, TEXAS 137 RESIDENTIAL LOTS / 6 OPEN SPACE TRACTS SURVEYOR / ENGINEER: OWNER / DEVELOPER: BANNISTER ENGINEERING, LLC (F-10599) ANNA CROSSING CREEKSIDE, LTD 240 NORTH MITCHELL ROAD 8214 WESTCHESTER DRIVE, MANSFIELD, TEXAS 76063 SUITE 710 PHONE (817) 842-2094 DALLAS, TEXAS 75225 FAX (817) 842-2095 PHONE: (214) 522-4945 CONTACT: CODY BROOKS, P.E. CONTACT: JOHN ARNOLD Preparation Date: May, 2017 Sheet 2 of 2 BANNISTER ENGINEERING Civil Engineering • Structural Engineering • Land Surveying • Hydrology Landscape Architecture • Land Planning • MEP Design October 5, 2017 Joseph Johnson City of Anna 3223 North Powell Parkway Anna, Texas 75409 Re: Anna Crossing Phase 2 Drainage Dear Mr. Johnson: The drainage design of Anna Crossing Phase 2 has been completed in a manner compliant with the current City of Anna regulations and criteria. As designed the post development storm water runoff rate shall be less than or equal to the predevelopment rate for all storm events as required by the City's criteria. The Development as designed will not damage downstream property due to the development's impact on off -site drainage. Respectfully, Co y R. Brooks, P.E. Director of Civil Engineering Bannister Engineering, LLC Bannister Engineering, LLC • 240 N. Mitchell Road • Mansfield, Texas 76063 9 817-842-2094 • 817-842-2095 fax • TBPE 10599 • TBPLS 10193823 9 = 422 ITE I Item No. 5.f. City Council Agenda Staff Report Meeting Date: 11 /14/2017 YfOUR? HOMETOWN AGENDA ITEM: Consider/Discuss/Act on recommendation regarding "Pecan Grove Phase 2" final plat.(Maurice Schwanke) SUMMARY: The Pecan Grove Phase 2 final plat contains 38.324 acres located in the James Slater Survey, Abstract No. 868 and the R.C, Ingraham Survey, Abstract No. 464. The final plat contains 152 residential lots. The plat layout is in conformance with the existing zoning. Engineering Plans have been reviewed and approved. A letter from the Engineer of Record is attached stating that no adverse downstream drainage impacts. STAFF RECOMMENDATION: Approval of a Resolution approving of the final plat of Pecan Grove Phase 2. ATTACHMENTS: Description Upload Date Type Resolution Approving the Final Plat of Pecan Grove 11 /8/2017 Resolution Phase 2 Final Plat 11/2/2017 Exhibit Drainage Letter 11/2/2017 Exhibit Location Map 9/28/2017 Exhibit CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A FINAL PLAT OF PECAN GROVE PHASE 2. WHEREAS, In order to provide for the orderly development of land within the Anna city limits and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council") has adopted Part III -A of the Anna City Code of Ordinances ("Subdivision Regulations"); and WHEREAS, Pecan Grove Phase II Ltd. has submitted an application for approval of a final plat of the Pecan Grove Phase 2 Subdivision; WHEREAS, The Final Plat of Pecan Grove Phase 2 conforms to the Preliminary Plat of Pecan Grove; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval of Final Plat The City Council hereby approves the final plat of Pecan Grove Phase 2 attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 14t", day of November 2017. ATTEST: APPROVED: City Secretary, Carrie L. Smith Mayor, Nate Pike 0 0 50 100 200 SCALE: 1" - 100' TY & SAIRA OSMANI DOC, NO, 20161208001663960 (A CD I� Irn M JAMES SLATER SURVEY i/2• g N880 28'14"E 465.63 �1/_' IRF :C ABSTRACT NO.868 - _ _ _ _ �' C 64.00' _ _ - 65.93' 64.02 - 70.02' T r o EZRA SWELBY SURVEY j2 66' 64.00 •00 5'P.M.W.E. ABSTRACT NO.839 o o I r W O �0 4, N _� 1 "_ 2 3 A 4 to �w 5 to 6 M �i N in con N M 7 m rl (7'1 g TRACT 1 BLOCK K DEDICATED NATURE AREA w A N L 4 • 25'X25' ' DEDICATED TO & MAINTAINED -t 20' B L _ VA_M 4, ' N BY HOA_ 0024 AC. I -- -.�� _ - - -- -- aw nn• rA nn' - _ _ -"10.45' 25.45,28.10' 64.00' - _ 70.26', ATC NO.9/SHRP COMMERCIAL, LTD. 67.295 ACRE TRACT DOC. NO.20151021001332960 0= 03°24' 15" R= 3120.00' T= 92.72' L = 185.38' C= 185.35' B= N86° 15' 06 "E N85° 10'-3S"E 371.2�75.z ' I OG� p P ` 75 2a. - 5• P.W.M.E. I I CO Z _ P� �o CP L O 4 3 m' i-I _ ' O o +� �N�'�� NIA �, pP� S� QOiN co °' Ir 1 2 g 25'X25'' I `r '-° -' 25'X25' VAM - - 20' B.L.._ - - - - M �2 V f VA" 1'T1 � - - - 185.41' C HERRY BLOSSOM_ STREET25 -------_'_" 6 0 Q.W.) 62.10' 62.10' -68.16 ` I BB° 26'37"W 14 0* .77�30.70' C22 N89. 54 06"E 165.35' C23 60,00' 1S'1V 42 44' 6210' - 120.00' _ - - - 20' B.L- ,n a v - �,pQ_ _ - 20. 7' 6E .12' 0.69' 21.58- 2.59' 57.68' 60.00' 47.67' 12.33' 60.00' _ _ - _ _ - N o > fu w . f i N 10'B.L. '%� , `CQ`.-- - 20' LA --- ---- --- ----- _ M o J rn a 17 .N 16 oN 15 loo Z IC? 25'X25 \25'X25' o w �'' W W o W ': 0 19 A 18 - o 6 m,- o 19 vAM I vAM N N 20 = �c fn c 4 28 � w 27 V CS 26 0 = 25 0' 24 8= 23 = 0 22 21 N m '" I I u�.uu TRACT 1BLOCK A ,o Mo 18 DEDICATED NATURE AREA I A DEDICATED TO & MAINTAINED o BY HOA 0.122 AC. m �a 17 in ;0 A= .. rm r z< M 16 oN c MARC DOWNS & CAROL LEE m 73 VOL. 5431, PG. 5242 < g I ' Z k 15 O N C a A Z M O O o 14 .& ° 112.0 00 115.0 13 (N o 1 0 12 i""I) o 1�v�0�h I# ,O �O. TRACC�O�� 392BLCCK A ao DOG• JOANC LUSCOMBE PK Nat Fnd. POINT OF BEGINNING tt 10 9 8 7 88.41' 115.01 6 6 k.'Im w o 0 o c w rn 59_98' r o 0 0 0 '" M m O M �^ 5' P.W.M.E �^ v' m m 1' 19.1�' 40 7_2' �-62.66' _ 69.86 m0 w I-65.64' S9.56' _59.95'_ �Q.OQ'_ 47_67'12.33' 64.23'_ -6"`i1 _ _ 63.51'_ - �i3=5^ 3.88'2 �62.6�i' 62.66' C0 5'P E z I I •{� o _ 6.00 �I � 01 I-67.54' 60.66' 60.00' 60.00'_ 45.2TjZ_ 9' S9.4 09-45 t;2i 69.45' 59 45 z o e 'o'°' m �Kli a Z W ,s la I ' 3 5' P.W.M.E. 3 z zo °; 1t ; 12 w 13 d 14 d I t�l M N o o oo N w ;' 9 : cAn 10 w °' 5' P.M.W E! �? uo+l m 1 0 0 2 3 0 4 0 5 : e 6 = w 7 "�' 8 p u! g- ---- 20' B �. 25'X 5;�� ' O .A ' ,25'X25' z ^ z z z f g `�' - _ g _ _ - - 60.00' 60.00' 65.8 I `�' I O _ _ Ao_oo I = I I rp A to . W ' N O P ' cn I o >J 0 I � 5 �33.7 - - F20' W.E. _ _ o EZRA SI ABSTI JAMES SLATER SURVEY ABITRA �� R C ING1, SURVEY �= 0 1° 1 1 3 2 ABSTRACT NO.464 R= 3000.00' T= 31.21 ' L= 62.42' C= 62.42' B= N88028' 37 "E LINE TABLE CURVE TABLE LINE NO. BEARING DISTANCE CURVE NO. DELTA RADIUS LENGTH TANGENT CHORD BEARING 1. N 50°46'11" E 31.69' 1. 114037'44" 50°00' 100.03' 77.93' 84.16' N5803733"W 2. N 43040' 24" W 21-15' 2. 050 31 ' 04 " 2975.00' 286.51 ' 143 ° 36' 286.40' N870 O8' 34 "E 3. N 08012'18" E 68.36' 3. 04012'42" 2085.00' 153.26' 76°67' 153.23' N86029'23"E 4. S 79003'48" E 52.99' 4° 02033'55" 2085.00' 93.35' 46.69' 93.35' N89052142"E 5. N 00005'54" W 20.00' 5. 22019'54" 100.00, 38.98' 19.74' 38.73' S09045141"W 6. S 31031'47" E 56.76' 6° 22019'54" 100.00, 38.98' 19.74' 38.73' N12034'13"W 7. S 8. N 25047'30" 01018'43" E W 47.12' 374.64' 7° 163024'39"' 50.00' 142.601 ----' 98.95' N46019'36"E 9. N 01018'43" W 471.83' 8° 06042145" 325°00' 38.07' 19.06' 38.05' N04050'56"E 10. N 88041 ' 17" E 5. 00' 9° 02043'54" 2395.00' 114°19' 57°10' 114.17' S8002545"E 10. 090 36' 34 " 2395 ° 00' 401 ° 68' 201 ° 31 ' 401 ° 21 ' S860 35' 59 "E 11. 01055123" 2230.00' 74.85' 37°43' 74.84' S89048'02"E 12. 03034'09" 2230.00' 138.92' 69.48' 138.90' S86010'07"W 13. 050 31 ' 04" 2830. 00' 272.54' 136. 38' 272.44' S870 08' 34 "W 14. 07033'31" 2605°00' 343°66' 172°08' 343.41' N86007121"E 15. 06015'09" 2395.00' 261°36' 130.81' 261°23' N85028'09"E 16. 05041'19" 2540.00' 221°62' 126.19' 252.07' S85011'14"W 17. 07o33'31" 2460.00' 324°53' 162.50' 324°30' S86007121"W 18. 07033'31" 2315.00' 305.40' 152.92' 305.18' N86007'21"E 19. 06015'09" 2685.00' 293.00' 143.65' 292.86' N85028'09"E 20. 08044147" 2830°00' 283.82' 142.03' 283.71' S85012'58"W 21. 07033'31" 2170.00' 286°27' 143°35' 286°07' S86007'21"W 22. 01 0 27' 29 " 975.00' 24. 81 ' 12 ° 41 ' 24 ° 81 ' N890 10' 22 "E 23. 00037'27" 2025.00' 22.06' 11°03' 22.06' N89035'23"E 24. 06056'04" 2025.00' 245.09' 122.69' 244.94' N85048137"E 25. 01028'01" 2975°00' 76.17' 38.09' 76.17' N83004'36"E 26. 04047108" 2975.00' 248.48' 124°31' 248.40' N86012'10"E ATC NO.9/SHRP COMMERCIAL, LTD. 67.295 ACRE TRACT nnr Kin enlr,lnnlnnlzzonen NOTES: 1. Bearings ore referenced to a 30.837 acre tract, as described in Doc. No. 2015114001395460. in the Deed Records of Collin County, Texas. 2. �I/2" iron rods with "CORWIN ENGR. INC." yellow cop set at at all boundary corners, block corners, points of curvature, points of tongency, and angle points in public right-of-woy unless otherwise noted 3. D.E. - Drainage Easements. B.L. - Building Line. U.E. - Utility Easements. IRS -iron Rod Set IRF -iron Rod Found P.W.M.E. - Private Wall Maintenance Easement W.E. - Water Easement 4 - Street Nome Change VAM - Visibility, Maintenance & Sidewalk Easements 4. Open Space lots (A-1, 8-1, D-1, & M-1) are dedicated to and maintained by the H.O.A. 5. According to Flood Insurance Rate Mop (FIRM) Mop No. 48085C0155J, Dated June 2, 2009 prepared by the Federal Emergency Management Agency (FEMA) for Collin County, Texas, this property is within Zone X. 14 �Q.OQ _ fO.pQ: _ ?Q.04 V o - 7� _0_ _ _ rZQ.QO_ _ _ _ _ --.- 5 p M•E. _ _ •• --•-- _ _ _ _ _ 6Q,00' _ _ 72_54' - °' 70�Q2 _ _ §Oy01_ _ _ %0,91_ _ �0.01'_ _ _ 86.04' 5' P.W.M.E.142.22_ `� \• O - - J G - -- ----- �Q' V' FINAL PLAT N SPACE A-1-0.132 AC OPEN SPACE B-1 - 20' WATER EASEMENT - 0.257 AC. o_ i 80' 0. 0 0.220 AC. - OPEN SPACE D-1 - 20' WATER EASEMENT - 0.220 AC. ° O OF N 4' 90.4 } N89. 54'06"E 562.99' S89° 53'19"W 476.86' 15,IL 40' R.O.W. DEDICATION FOSTER CROSSING ROAD (CR 366) 461.78' �... 167.15' 43.72' O 40' R.O.W. DEDICATION o o a /t" IRF - PECAN GROVE S890 54'07"W 891.39' S890 54'55"w S89° 53'19"W 470.23' z a Uj g Z PHASE Z0 210.86' WO W tl CENTERLINE FOSTER CROSSING RD. 0.01gg AC o 00 ^ PROJECT N v X.LANpSCAPE AREA o DEDICATED TO AND LOCATION nc tir o OUT OF THE MAWTAINED BY HDA o N W JAMES SLATER SURVEY ABSTRACT NO, 868 r p Q N O Z CAROL J R.C. INGRAHAM SURVEY, ABSTACT N0.464 N z c 9 BURL IN THE CITY OF ANNA C O L L I N COUNTY, TEXAS FOSTER CROSSING RD. OWNER/APPLICANT LOCATION MAP PECAN GROVE PHASE II, LTD. N.T.S. 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 214-522-4945 TOTAL LOTS 152 PREPARED BY TOTAL ACRES 38.324 CORWIN ENGINEERING, INC. TBPE FIRM *5951 TBPLS FIRM *10031700 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 972-396-1200 AUGUST 2017 SCALE: 1"-100' SHEET 1 OF 2 LEGAL DESCRIPTION WHEREAS, PECAN GROVE PHASE II, LTD., is the ownere of a tract of land situated in the R.C. Ingraham Survey, Abstract No. 464 and the James Slater Survey, Abstract No. 868, in the City of Anna, Collin County, Texas, being part of a 67.295 acre tract, as described in Doc. No.20151021001332960 and the 30.837 acre tract, as described in Doc. No. 20154001395460 in the Deed Records in Collin County Texas, and being more particularly described as follows: BEGINNING, at a PK nail found at the southwest corner of said 30.837 acre tract and being in approximate centerline of County Road 366; THENCE, North 01° 18'43" West, with the west line of said 30.837 acre tract, for a distance of 1207.91 feet, to %2 inch iron rod found at the most westerly northwest corner of said 30.837 acre tract and being in the south line of a 10.00 acre tract, as described in Doc. No. 20091120001412550, in said Deed Records; THENCE, North 88° 2814" East, along the north line of said 30.837 acre tract and the south line of said 10.00 acre tract, for a distance of 465.63 feet, to a%2inch iron rod found at an interior ell corner of said 30.837 acre tract and being the southeast corner of said 10.00 acre tract; THENCE, North 85° 10'38" East, for a distance of 371.20 feet, to a%2inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", being a non -tangent curve to the right, having a radius of 3120.00 feet, a central angle of 03' 2415", and a tangent of 92.72 feet; THENCE, along said curve to the right for an arc distance of 185.38 feet (Chord Bearing North 86° 15'06" East - 185.35 feet), to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 00013'520" East, for a distance of 120.06 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", on a non -tangent curve to the right, having a radius of 3000.00 feet, a central angle of 01° 11'32", and a tangent of 62.42 feet; THENCE, continuing along said curve to the right for an arc distance of 62.42 feet (Chord Bearing South 88° 28'37" East - 62.42 feet), to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; THENCE, South 01° 24'16" East, for a distance of 460.02 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc.", at a non -tangent curve to the right, having a radius of 2540.00 feet, a central angle of 11° 46'38", and a tangent of 261.97 feet; THENCE, along said curve to the right for an arc distance of 522.10 feet (Chord Bearing South 843%457'07" East - 521.18 feet), to a %2 inch iron rod set wtih a yellow cap stamped "Corwin Eng. Inc." at the point of tangency; OWNER'S CERTIFICATIONS NOW, THEREFORE, KNOW ALL MEN BY THESE PRESENTS: THAT, PECAN GROVE PHASE II, LTD., are acting herein by and through thier duly authorized officers, does hereby adopt this plat designating the hereinabove described property as PECAN GROVE PHASE II & III, an addition to the City of Anna, Texas, and do hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. The streets and alleys are dedicated for street purposes. The easements and public use areas, as shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use or using the some unless the easement limits the use to particular utilities, said use by public utilities being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, shrubs, or other improvements or growths which may in any way endanger or interfere with the construction, maintenance, or efficiency of their respective systems in said easements. The City of Anna and public utility entities shall at all times have the full right of ingress and egress to or from their respective easements for the purpose of constructing, reconstructing, inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their respective systems without the necessity at any time of procuring permission from anyone. This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. WITNESS my hand this the day of , 2017. THENCE, South 79' 03'48" East, for a distance of 52.99 feet, to a �/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; PECAN GROVE PHASE II, LTD. THENCE, South 10° 56'12" West, for a distance of 170.00 feet, to a �/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; STATE OF TEXAS: THENCE, North 79° 03'48" West, for a distance of 20.91 feet, to a %2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; COUNTY OF DALLAS THENCE, South 08° 12'18" West, for a distance of 68.74 feet, to a �/2 inch iron rod set with a yellow cap stamped "Corwin Eng. Inc."; BEFORE me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared RICHARD SKORBURG, known to me to be the person or persons whose THENCE, South 020 25'52" East, for a distance of 178.92 feet, to a �/2 inch iron rod found at the northwest corner of a 1.0758 acre tract, name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same as described in Doc. No. 19960624000426030, in said Deed Records; in the capacity herein stated and the act and deed of said company. THENCE, South 02° 4619" West, along the west line of said 1.0758 acre tract, for a distance of 216.91 feet, to a PK Nail set at the GIVEN UNDER MY HAND AND SEAL OF OFFICE, this day of , 2017. southwest corner of said 1.0758 acre tract being in the centerline of said County Road 366 and being in the south line of said 67.295 acre tract. Notary Public in and for County THENCE, South 89° 53'49" West, along the south line of said 67.295 acre tract and with said centerline, for a distance of 470.23 feet, to a PK Nail set; My Commission Expires: THENCE, South 890 54'55" West, continuing along said lines, for distance of 210.86 feet, to a PK Nail found at the southwest corner of said 67.295 acre tract and the southeast corner of said 30.837 acre tract; THENCE, South 89° 54'07" West, continuing along said lines, for a distance of 891.39 feet, to the POINT OF BEGINNING and containing 38.324 acres of land. SURVEYOR'S CERTIFICATE KNOW ALL MEN BY THESE PRESENTS that I, WARREN L. CORWIN, do hereby certify that I prepared this Final Plat and the field notes from an actual and accurate survey of the land, that the corner monuments shown thereon were properly placed under my personal supervision in accordance with the subdivision Regulations of the City of Anna, Texas. WARREN L. CORWIN R.P.L.S. No. 4621 THE STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned, a Notary Public in and for the State of Texas, on this day personally appeared WARREN L. CORWIN, known to me to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed same for the purpose and consideration therein expressed and in the capacity therein stated. Given under my hand and seal of office, this day of , 2017. NOTARY PUBLIC, STATE OF TEXAS APPROVED THIS DAY OF 2017, BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS. Ally • V CITY SECRETARY FINAL PLAT PECAN GROVE PHASE II OUT OF THE JAMES SLATER SURVEY ABSTRACT N0.868 R.C.INGRAHAM SURVEY, ABSTACT N0.464 IN THE CITY OF ANNA COLLIN COUNTY, TEXAS OWNER/APPLICANT PECAN GROVE PHASE II, LTD. 8214 WESTCHESTER DRIVE, SUITE 710 DALLAS, TEXAS 75225 214-522-4945 PREPARED BY CORWIN ENGINEERING, INC. TBPE FIRM 05951 TBPLS FIRM *10031700 200 W. BELMONT, SUITE E ALLEN, TEXAS 75013 972-396-1200 AUGUST 2017 \dgn\16063-p1 SHEET 2 OF 2 F'd CORWIN ENGINEERING, INC. 200 W. Belmont Dr. • Suite E • Allen, TX 75013 (972) 396-1200 • FAX (972) 396-4987 October 30, 2017 Maurice Schwanke Director of Planning and Development City of Anna 3223 N. Powell Parkway Anna, TX 75409 RE: Pecan Grove Phase 2 Dear Maurice, The Pecan Grove Phase 2 development as designed on the engineering plans prepared by Corwin Engineering, Inc., in October, 2017 will not damage downstream property due to the development's impact on off -site drainage. Sincerely, CORWIN ENGINEERING, INC. Brandon Davidson �% i 41 .OF T ��,� �1 ....:........................... X BRANDON DAVIDSON r............................... r„d:_ 87682 Engineers 0 Planners 0 Surveyors I Item No. 6. City Council Agenda Staff Report Meeting Date: 11 /14/2017 YOUR) HOMETOWN AGENDA ITEM: Consider/Discuss/Action on appointment of a Mayor Pro Tem. (City Council) SUMMARY: According to the City Charter the Mayor Pro Tem is a Council Member elected by the City Council at the first regular meeting after each election of Council Members and/or Mayor. The Mayor Pro Tem must act as the Mayor during the disability or absence of the Mayor, and in this capacity has the rights conferred upon the Mayor. STAFF RECOMMENDATION: Nominate a Council Member to serve as the Mayor Pro Tem and vote on nomination. i Item No. 7. City Council Agenda Staff Report Meeting Date: 11 /14/2017 VOUR} HOMETOWN AGENDA ITEM: Consider/Discuss/Action on appointment of a Deputy Mayor Pro Tem. (City Council) SUMMARY: According to the City Charter the Deputy Mayor Pro Tem is a Council Member elected by the City Council at the first regular meeting after each election of Council Members and/or Mayor. The Deputy Mayor Pro Tem must act as Mayor during the disability or absence of the Mayor and Mayor Pro Tem, and in this capacity has the rights conferred upon the Mayor. STAFF RECOMMENDATION: Nominate a Council Member to serve as the Deputy Mayor Pro Tem and vote on nomination. Item No. 8. City Council Agenda Staff Report Meeting Date: 11 /14/2017 Y{OUW HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Resolution authorizing a Master Lease Agreement for the lease of City vehicles and a Full Maintenance Agreement for fleet management services with Enterprise Fleet Management. (Dana Thornhill) SUMMARY: In order to improve the City's ability to budget for future fleet replacements, the funding for an equity lease agreement with Enterprise Fleet Management for vehicle replacement and maintenance services was included in the budget amendment for the FY 2017 Budget as well as the FY 2018 Adopted Budget. This will allow the City to replace vehicles in a more timely manner which reduces maintenance and fuel costs and allows the City to receive a larger amount of equity out of the sale of the vehicles. With this program, all maintenance costs will be a fixed for non - emergency vehicles. Supervisors will also have access to a dashboard to track fuel costs and receive maintenance alerts to ensure needed work is completed. Staff will present a brief presentation reflecting the projected cost for the 5 year lease program and the services that are provided through the full maintenance agreement. STAFF RECOMMENDATION: Staff recommends approval of the attached Resolution authorizing the City Manager to execute an agreement with Enterprise Fleet Management for the lease of city vehicles and an agreement with Enterprise Fleet Management for fleet management services. Item No. 9. City Council Agenda Staff Report Meeting Date: 11 /14/2017 Y{OUW HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Resolution approving an I nterlocal Agreement with Anna ISD. (Maurice Schwanke) SUMMARY: Parking for the Anna IS football stadium located on the Anna Middle School Campus has been utilizing the parking located on site and on the Slayter Creek Park facility since the parking was added to the park. The proposed ILA formalizes this arrangement between the City and School District for parking and provides for an additional 85 parking spaces on the Slayter Creek Park facility. I n addition to the parking a new point of ingress and egress will be provided to Rosamond Parkway and a 5' sidewalk section from its terminus along Rosamond Parkway to a connection with Slayter Creeks Park trail southeast of the skateboard park. These improvements that will be built per the Cities design standards will be at Districts cost. The District will monitor the parking lots used by District events or other activities. When hosting events that require additional parking the District will redirect overflow parking to the Anna High School parking lots. The District will provide shuttle service to the AISD Stadium for District events where parking lot capacity will overflow into the parking lots at Anna High School. STAFF RECOMMENDATION: Approval of the Resolution approving an I nterlocal Agreement with the Anna ISD. ATTACHMENTS: Description Upload Date Type Exhibit A for ILA 11 /8/2017 Exhibit EXTENDS TO EXISTING TERMINOUS OF SIDEWALK DISTRICT TO CONSTRUCT NEW ENTRY/EXIT-// EXHIBIT A ROSAMOND PARKWAY -DISTRICT TO CONSTRUCT 1,900 L.F. OF 5'SIDEWALK ALL IMPROVEMENTS TO BE IN ACCORDANCE WITH CITY DESIGN CRITERIA FOR SIDEWALKS AND PAVING rISTRICT TO CONSTRUCT 85 NEW PARKING SPACES ti f2:1 filltitt 13 1 EXISTING PARKING EXISTING TRAIL SKATE TO PRESS BOX-,' Item No. 10. City Council Agenda Staff Report Meeting Date: 11 /14/2017 Y{OUW HOMETOWN AGENDA ITEM: Continue the public hearing on an Ordinance changing the zoning district designation from Agricultural (AG) to Planned Development (PD) on a 10.25 tract of land located on part of lot 1 of the Anna I SD Addition, requested by the Anna I ndependent School District. (Maurice Schwanke) SUMMARY: This agenda item is a continuation of the Public Hearing that was started at the October 10th, 2017 City Council meeting. The Anna ISD is requesting that a 10-acre tract of land currently occupied by the AISD football stadium be rezoned from the (AG) Agricultural zoning district to a (PD) Planned Development. The Planned Development district would have a base zoning of (SF- E) Single -Family Estate and allow for the development of a new press box with expanded seating capacity and would allow for off-street parking (as stipulated below), designate a maximum building height of 65 feet for a new press box, a side yard setback of 5 feet for the press box adjacent to Slayter Creek Park, and building materials for the press box as outlined in Exhibit B. This zoning change will facilitate the need for additional seating for the stadium due to the growth that the City/District is experiencing and to provide for an adequate new press box. Parking will be provided using the following standards and the provision of new facilities: i. Parking will be provided at a ratio of 1 space per 4 seats. ii. Total capacity of stadium will be 4,800 seats with 1,200 total required parking spaces being provided on -site and off -site at Slayter Creek Park and by the use of the existing parking areas at the Anna High School (1,568 total spaces). iii. An I nterlocal Agreement (I LA) is also being proposed with Al SD will need to be approved to allow Al SD to construct additional parking spaces at Slayter Creek Park and to formally recognize Al SD's right to use the shared parking lot at the Park. A. Provide 1,900 Linear feet of new sidewalk along Rosamond Parkway to the sidewalk east of the skate park in Slayter Creek Park. B: Construct 85 new parking spaces with an additional entry/exit drive to Rosamond Parkway. STAFF RECOMMENDATION: Staff is Recommending approval of the Ordinance for the zoning change. ATTACHMENTS: Description Upload Date Type Exhibit A Legal Description 10/4/2017 Exhibit Exhibit B 9/8/2017 Exhibit Location Map 9/8/2017 Exhibit Exhibit 1 11 /8/2017 Exhibit Exhibit 2 9/8/2017 Exhibit Exhibit 3 9/8/2017 Exhibit Exhibit 4 9/8/2017 Exhibit 1W4:1I ]1r_1 SITUATED in Collin County, Texas in the Gwyn Morrison Survey, Abstract No. 559, in Collin County, Texas being part of Lot 1 of the Anna ISD Park Addition as recorded in Document Number 20060519010002180 and being more particularly described by metes and bounds as follows: COMMENCING from a point that bears 525.0 feet south 1 degree 46 minutes west from the northwest corner and along the west line of the said lot 1 to the POINT OF BEGINNING; THENCE south 88 degrees 14 minutes east a distance of 470.0 feet to a point for corner; THENCE south 01 degrees 46 minutes west a distance of 950 feet to a point for corner; THENCE north 88 degrees 14 minutes west a distance of 470.0 feet to a point for corner; THENCE north 01 degrees 46 minutes east a distance of 950 feet to the PLACE OF BEGINNING and containing 10.25 acres of land more or less. North Elevation East Elevation South Elevation 08/24/2017 01 STORAGE O O O O STORAGE O O O O O u 0 O �O OMENS MENS M La o L RR RR O r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CONCOURSE I I I I FIRE RISER TORAGE I \ 0 ELEC. i ' ' ELEVATOR LOBBY STORAGE O O O O O GROUND LEVEL Anna ISD Stadium Improvements Anna Independent School District 9.8.2017 Anna ISD Stadium Improvements Anna Independent School District BLEACHER LEVEL 9.8.2017 HOME -I IMLKIFA-VISITI_ - VIDEO DIGNITARY DIGNITARY COMMON COMMON [RRRR ARREA MECH. ..,._ fL REOF SCUE ., Department Legend Coaches u Dignitary Radio/PA Restroom Service Video 9.8.2017 I Item No. 11. City Council Agenda Staff Report Meeting Date: 11 /14/2017 YOUR) HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Resolution approving a bid and authorizing the City Manager to execute a contract for the Foster Crossing Water Line Project. (Joseph Johnson) SUMMARY: Council previously granted authorization to bid the Foster Crossing Water Line Project. The project includes approximately 6,700 linear feet of 12" water line to be installed along Foster Crossing generally between SH 5 and Pecan Grove. The project is identified as a necessary project in our 10-year Capital Improvement Plan, will complete a critical water loop in our distribution system, and allows for activation of the Collin Pump Station. On October 12, 2017 at 3:00 PM, sealed bids were publicy opened and read for the Foster Crossing Water Line Project. Six bids were received with Blackrock Construction having the low bid of $644,171. Our engineering consultant (Birkhoff, Hendricks & Carter) has reviewed the bids received, checked references and the contractor's ability to perform and has subsequently recommended that the City Funds are available for this project in the 2012 Certificate of Obligation fund balance. STAFF RECOMMENDATION: Staff recommends approval of the Resolution authorizing the City Manager to execute a contract with for the Foster Crossing Water Line Project. i Item No. 12. City Council Agenda Staff Report Meeting Date: 11 /14/2017 VOUR} HOMETOWN FALi 21'- 107_\ 119 =1►4 F Consider/Discuss/Action regarding a Resolution authorizing the City Manager to execute a Standard Utility Agreement with the Texas Department of Transportation (TxDOT) for the US 75 Utility Relocations Project. (Joseph Johnson) SUMMARY: The US 75 Utility Relocation Project consists of approximately 11,957 linear feet of water line relocations necessary due to additional right-of-way acquisition by the Texas Department of Transportation (TxDOT) for the reconstruction of US 75. The total cost of the project is estimated at approximately $1,883,427.55. When proposed highway improvements necessitate the adjustment or relocation of City utilities, the State of Texas may participate in the costs of the adjustment and/or relocation through a Standard Utility Agreement. The State's level of participation relates only to costs incurred where the City utility is in conflict with proposed improvements and is within a private easement. The State will not participate where City utilities are within the existing right-of-way, the utility is not in conflict with the proposed highway improvements or when the City is upsizing the water line over the minimum size required by Ordinance. Staff, along with TxDOT and our consulting engineer, have determined that the project is expected to have a 95.3% reimbursement eligibility ratio. This would mean that the City's participation level for the eligible project costs of $1,753,396.55 would be $82,409.64. The City would also be responsible for $130,031.00 for ineligible betterment costs for a total City obligation of $212,440.64 for a $1,883,427.55 project. Funds are available to cash -flow the project through an I nter-local agreement (ILA) with Collin County that was previously approved by Council. STAFF RECOMMENDATION: Staff recommends approval of the Resolution authorizing the City Manager to execute a Standard Utility Agreement with the Texas Department of Transportation (TxDOT) for the US 75 Utility Relocations Project. ATTACHMENTS: Description Upload Date Type Resolution 11 /8/2017 Resolution Standard Utility Agreement 11/8/2017 Exhibit CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING AND AUTHORIZING THE CITY MANAGER TO EXECUTE A STANDARD UTILITY AGREEMENT WITH THE TEXAS DEPARTMENT OF TRANSPORTATION FOR THE US 75 UTILITY RELOCATION PROJECT. WHEREAS, proposed highway improvements to US 75 by the Texas Department of Transportation (TxDOT) necessitate the adjustment and relocation of existing water lines owned by the City of Anna; and, WHEREAS, the City Council of the City of Anna, Texas (the "City Council") finds that the relocation of the water lines is in the interest of the residents of the City of Anna, Texas (the "City"); and, WHEREAS, TxDOT may participate in the costs for said relocation through execution of a Standard Utility Agreement; and WHEREAS, the City has determined that the project costs are estimated to be $1,883.427.55 and that said costs are expected to be eligible for reimbursements up to 95.3% of the total project cost; and, WHEREAS, there are funds allocated to cash -flow the project through an Inter -local agreement (ILA) with Collin County that was previously approved by the City Council and the Collin County Commissioners Court; and, WHEREAS, the City Council desires to authorize the City Manager to execute the Standard Utility Agreement with TxDOT; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Authorization. The City Council hereby authorizes the City Manager to execute a Standard Utility Agreement with the Texas Department of Transportation, consistent with the agreement attached hereto as Exhibit A. The City Manager is hereby authorized to execute all documents and to take all other actions necessary to procure the agreement. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 14t" day of November 2017. RESOLUTION NO. PAGE 1 OF 2 TxDOT SUA ATTEST: APPROVED: City Secretary Carrie L. Smith Mayor Nate Pike RESOLUTION NO. PAGE 2 OF 2 TxDOT SUA ie�as Ihenspo.�afion Form ROW-U-35 (Rev. 05/16) Page 1 STANDARD UTILITY AGREEMENT District: Dallas Federal Project No.: N/A ROW CSJ: 0047-14-072/-075 Highway Project Letting Date: 12/2015 U-Number: U14593 County: Collin Highway: US 75 From: North of Melissa Rd. To: FM 455 Interchange This Agreement by and between the State of Texas, acting by and through the Texas Transportation Commission, ("State"), and City of Anna, ("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 Utility as indicated in the following statement of work: This relocation includes water line installations of various sizes located on US 75 approximately on the: east side from Station 1318+75 to 1402+50, west side from Station 1313+00 to 1343+75, west side from Station 1393+75 to 1402+50, crossing at Station 1319+00, and crossing at Station 1399+75.; and more specifically shown in 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/or 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 Utility's interest in certain lands and/or 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 Utility the costs incurred in adjustment, removal, and/or relocation of 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, the Utility Relocations, Adjustments, and Reimbursements provisions of 23 CFR 645, Subpart A, and with the Utility Accommodation provisions of 23 CFR 645, Subpart B. Utility shall supply, upon request by the State, proof of compliance with the aforementioned laws, rules and regulations prior to the commencement of construction. 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 State, or may, with the State's approval, accumulate actual direct and related indirect costs in accordance with an established accounting procedure developed by Utility. Bills for work hereunder will be submitted to State not later than 90 days after completion of the work. When requested, the State will make intermediate payments at not less than monthly intervals to Utility when properly billed and such payments will not exceed 90 percent (90%) of the eligible cost as shown in each such Initial Date Initial Date TOOT Utility Form ROW-U-35 (Rev. 05/16) Page 2 billing. Intermediate payments shall not be construed as final payment for any items included in the intermediate payment. Alternatively, State agrees to pay Utility an agreed lump sum of $0 as supported by the attached estimated costs. The State will, upon satisfactory completion of the adjustments, removals, and/or relocations and upon receipt of a final billing, make payment to 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, or relocation by the stated completion date. The completion date shall be extended for delays caused by events outside 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 Utility's ability to proceed with the relocation, or any other event in which Utility has exercised all due care in the prevention thereof so that the causes or other events are beyond the control and without the fault or negligence of Utility. The State will, upon satisfactory completion of the relocation or adjustment and upon receipt of final billing prepared in an approved form and manner, 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. This agreement in its entirety consists of the following elements: 1. Standard Utility Agreement; 2. Plans, Specifications, and Estimated Costs (Attachment "A"); 3. Utility's Accounting Method (Attachment "B"); 4. Utility's Schedule of Work and Estimated Date of Completion (Attachment "C"); 5. Statement Covering Contract Work — ROW-U-48 (Attachment "D"); 6. Eligibility Ratio (Attachment "F"); 7. Betterment Calculation and Estimates (Attachment "G"); 8. Proof of Property Interest — ROW-U-1A, ROW-U-1 B, or ROW-U-1 C (Attachment "H"); 9. Inclusion in Highway Construction Contract (if applicable) (Attachment "I"); and 10. Utility Joint Use Acknowledgment - ROW-U-JUA and/or Utility Installation Request - Form 1082 (Attachment "E"). 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 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 that 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 which Utility may have within the limits of the law. Initial Date Initial Date TOOT Utility Form ROW-U-35 (Rev. 05/16) Page 3 It is expressly understood that the Utility conducts the adjustment, removal, or relocation at its own risk, and that TxDOT 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 Utility: City of Anna Name of Utility By: Authorized Signature Philip Sanders Print or Type Name Title: Citv Man Date: EXECUTION RECOMMENDED: Director of TP&D (or designee), Dallas District THE STATE OF TEXAS Executed and approved for the Texas Transportation Commission for the purpose and effect of activating and/or carrying out the orders, established policies or work programs heretofore approved and authorized by the Texas Transportation Commission. By: District Engineer (or designee) Date: Initial Date Initial TOOT Utility Date ATTACHMENT ""A" U 14593 City of Anna Collin County Federal Project Number: N/A ROW CSJ:0047-14-072/-075 Const. CSJ: 0047-14-069/-074 Roadway: US 75 From: North of Melissa Rd To: FM 455 Interchange Utility Plans and Estimated Cost 7X Plan & Profile Drawings Included --see attached 8 1/2" x 11", or 11" x 17" Sheet 1 thru 37 (Only these Size Sheets will be Accepted) FX Estimated Cost Included --see attached Cost Estimate Sheet 38 thru 38 CoTY OF ANNA9 TEXAS CONSTRUCTION PLANS FOR: U.S. 75 UTILITY RELOCATIONS TXDOT C.S.J. 0047-14-069 & 0047-14-079 CITY COUNCIL NATE PIKE, MAYOR JUSTIN BURR, MAYOR PRO-TEM LEE MILLER, DEPUTY MAYOR PRO-TEM JOHN BEAZLEY RENE MARTINEZ CHRIS REEVES NATHAN BRYAN CITY MANAGER PHILIP SANDERS DIRECTOR OF PUBLIC WORKS JOSEPH JOHNSON DIRECTOR OF PLANNING & DEVELOPMENT MAURICE SCHWANKE ITS* OF ANIINA, TEXAS PREPARED BY BIRKHOFF, HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 November 2017 75 ���ana_-==``�J _ iii.4 ii iin = I111'��j ■ii.„,�,�II, ISM 1■■■■■Wmom - � _ 1■III■■ �. .■ LOCATION MAP SHEET INDEX: 1 COVER SHEET & INDEX TO SHEETS 2 GENERAL NOTES 3 CONTROL PLAN 4 CONTROL SHEET INDEX 5-21 WATER LINE 'A' PLAN & PROFILE 22-29 WATER LINE 'B' PLAN & PROFILE 30-31 WATER LINE 'C' PLAN & PROFILE 32 WATER LINE 'D' PLAN & PROFILE 33 WATER LINE 'E' PLAN & PROFILE 34-36 DETAILS THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 DATE: November 2017 These plans and related specifications w prepared for construction of lhls specific project only. Reuse of these documents Is not permitted without written antho,1-t1- of Blrkhoff, Hendricks & Ca,te,, L.L.P. If this drawing a —ted to a electronic file, if any discrepancy oc s between the electronic file and the Blrkhoff, Hendricks & Carter, L.L.P. origin of document, the original document will govern In all cases. CITY OF ANNA PROJECT NO. 221 'EWSED: 11/8/17 — TTAYLOR H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 Cover.dwg PLOT SCALE: 1:2 PLOT STYLE: llxl7.ctb PLOTTED BY. TTAYLOR ON 11/8/2017 GENERAL PROJECT NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION" BY THE NORTH TEXAS CENTRAL COUNCIL OF GOVERNMENTS, 4th EDITION AS AMENDED BY THE CITY OF ANNA. THE CONTRACTOR SHALL REFERENCE THE LATEST CITY OF ANNA STANDARD DETAILS PROVIDED IN THE ANNA PUBLIC WORKS DEPARTMENTS "STANDARDS OF DESIGN AND CONSTRUCTION" MANUAL FOR DETAILS NOT PROVIDED IN THESE PLANS. THE CONTRACTOR SHALL POSSESS ONE SET OF THE NCTCOG STANDARD SPECIFICATIONS AND DETAILS AND THE CITY OF ANNA'S "STANDARDS OF DESIGN AND CONSTRUCTION" MANUAL ON THE PROJECT SITE AT ALL TIMES. 2. WATER LINE FITTINGS, BENDS, AND THRUST BLOCKING ARE SUBSIDIARY TO THE COST OF THE WATER LINE BID ITEM. 3. WATER LINE MARKERS SHALL BE PLACED AT ALL VALVES ALONG THE WATER LINES. 4. ALL STUBOUTS SHALL BE 0.00% GRADE AND MAINTAIN THE SAME COVER AS THE MAIN WATER LINE FROM THE POINT OF CONNECTION TO THE END OF THE STUBOUT, UNLESS NOTED OTHERWISE ON THE PLANS. 5. REASONABLE EFFORT HAS BEEN MADE TO SHOW THE LOCATION OF ALL KNOWN UNDERGROUND UTILITIES AND SERVICE LINES. HOWEVER, THE CITY AND ENGINEER ASSUMES NO RESPONSIBILITY FOR FAILURE TO SHOW ANY OR ALL EXISTING SUBSURFACE UTILITIES OR UTILITY LINES, OR TO SHOW THEM IN THEIR EXACT LOCATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES, SERVICE LINES OR THE LIKE, WHICH ARE CROSSED OR EXPOSED BY THE CONSTRUCTION OPERATION. CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES SUFFICIENTLY IN ADVANCE (1000 ft. MIN.) OF CONSTRUCTION SO THAT IF IT IS NECESSARY TO CHANGE OR MOVE UTILITY, THE PROGRESS OF THE WORK WILL NOT BE DELAYED. 6. CONTRACTOR SHALL SUPPORT UTILITIES WHERE CROSSING WITH EXISTING STORM SEWERS, WATER LINES AND SANITARY SEWERS. METHOD OF SUPPORT SHALL BE PROVIDED TO THE CITY 24 HOURS PRIOR TO CROSSING. 7. THE LOCATION OF FRANCHISE UTILITY LINES IN THESE PLANS ARE APPROXIMATE. THE CONTRACTOR SHALL CONTACT REPRESENTATIVES WITH THE FRANCHISE UTILITY COMPANIES TO VERIFY LOCATION AND DEPTH OF ALL LINES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE WITH FRANCHISE UTILITIES FOR ANY CROSSINGS AND/OR SUPPORT AND PROTECTION OF POLES OR GUY WIRES. NO SEPARATE PAY ITEM FOR NECESSARY PROTECTION, RELOCATION, OR REPAIR OF FRANCHISE UTILITIES. 8. ANY FENCE REMOVED FOR CONVENIENCE OF CONSTRUCTION SHALL BE REPLACED OR RECONSTRUCTED. NEW MATERIALS SHALL MATCH EXISTING FENCES. WOOD FENCES SHALL BE REPLACED WITH NEW CEDAR WITH THE POSTS MATCHING THE EXISTING POSTS. 9. TEMPORARY FENCING SHALL BE REQUIRED WHERE THERE IS EVIDENCE OF LIVESTOCK AND WHERE DAMAGED OR REMOVED FENCES ARE NOT TO BE REPLACED BY THE END OF THE SAME WORK DAY. 10. TREES SHALL ONLY BE REMOVED AT THE DIRECTION OF THE CITY. TREE REMOVAL SHALL BE SUBSIDIARY TO THE APPROPRIATE BID SCHEDULE ITEM FOR R.O.W. PREPARATION. ANY TREE TO BE REMOVED THAT IS NOT SHOWN ON THE PLANS SHALL BE APPROVED BY THE CITY PRIOR TO REMOVAL. THE CONTRACTOR SHALL REPLACE ALL SHRUBS, PLANTS, TREES ETC. THAT ARE REMOVED FOR CONVENIENCE OF CONSTRUCTION AT CONTRACTOR'S EXPENSE. ANY SHRUBS, PLANTS, TREES, ETC. REMOVED FOR THE CONTRACTOR'S CONVENIENCE SHALL BE APPROVED BY THE CITY PRIOR TO REMOVAL. NEW SHRUBS, PLANTS, TREES, ETC. SHALL BE EQUAL TO OR BETTER THAN THE EXISTING ONES OR MEET THE NEEDS AND APPROVAL OF THE PROPERTY OWNER AND THE CITY. 11. THE CONTRACTOR SHALL PROTECT ALL UNDERGROUND SPRINKLER SYSTEMS. AN IRRIGATOR LICENSED IN THE STATE OF TEXAS SHALL REPAIR ALL DAMAGE CAUSED BY CONSTRUCTION WITHIN 48 HOURS. ALL IRRIGATION SYSTEM DAMAGE REPAIR COST SHALL BE BORNE BY THE CONTRACTOR. 12. THE CONTRACTOR SHALL NOT DISPOSE OF WASTE OR ANY MATERIALS INTO STREAMS OR WATERWAYS. THE CONTRACTOR SHALL SECURE ALL EXCAVATION AT THE END OF EACH DAY AND DISPOSE OF ALL EXCESS MATERIALS. DISPOSAL SITE SHALL BE DOCUMENTED AND PROVIDED TO THE CITY. 13. THE CONTRACTOR SHALL OBTAIN TPDES STORM WATER PERMIT, POST ALL PERMITS ON THE CONSTRUCTION SITE, SUBMIT A NOTICE OF INTENT (NOI) AND SUBMIT A NOTICE OF TERMINATION (NOT). THE CONTRACTOR AND HIS SUB —CONTRACTORS SHALL BE THE SOLE OPERATOR AND PERMITEES OF THE CONSTRUCTION SITE. 14. CONTRACTOR SHALL GRADE GROUND AND DITCHES DISTURBED BY CONSTRUCTION TO PREVENT PONDING OF STORM WATER RUNOFF. GRADING SHALL BE SUBSIDIARY TO THE APPROPRIATE BID ITEM FOR UNCLASSIFIED STREET AND UNCLASSIFIED CHANNEL EXCAVATION. TOPSOIL SHALL BE STOCKPILED AND REPLACED TO A MINIMUM DEPTH OF 6—INCHES AND DISC HARROWED TO A MINIMUM DEPTH OF 4—INCHES. CONTRACTOR SHALL REPLACE GRASS AREAS DISTURBED BY CONSTRUCTION ACTIVITIES WITH HYDROMULCH AS PROVIDED IN THE CONSTRUCTION PLANS. HYDROMULCHED AREAS SHALL BE WATERED AND MAINTAINED UNTIL VEGETATION IS ESTABLISHED AND THE PROPERTY OWNER ASSUMES RESPONSIBILITY OF HYDROMULCHED AREAS. THE CONTRACTOR SHALL NOTIFY THE PROPERTY OWNER IN WRITING WITH A COPY SENT TO THE CITY THAT THEY ARE TO ASSUME RESPONSIBILITY OF MAINTENANCE OF THE HYDROMULCHED AREAS AT A SPECIFIED TIME AND DATE. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING SERVICE LINES CROSSED OR EXPOSED BY CONSTRUCTION OPERATIONS. WHERE EXISTING SERVICE LINES ARE CUT, BROKEN OR DAMAGED, THE CONTRACTOR SHALL IMMEDIATELY REPLACE THE SERVICE LINE WITH SAME TYPE OF ORIGINAL CONSTRUCTION OR BETTER. 16. THE CONTRACTOR SHALL FURNISH, INSTALL, MAINTAIN AND REMOVE ALL NECESSARY TRAFFIC CONTROL DEVICES IN CONFORMANCE WITH THE TEXAS MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 17. THE CONTRACTOR SHALL PROVIDE ACCESS AT ALL TIMES DURING EACH PHASE OF CONSTRUCTION TO ALL LOCAL RESIDENTS, BUSINESSES, MAIL SERVICE AND TRASH PICK UP. 18. FINISHED GROUND SHALL HAVE NO ROCKS OVER 1 INCH. 19. CONTRACTOR SHALL PROVIDE 6—INCHES OF TOPSOIL ON TOP OF CEMENT STABILIZED BACKFILL AND ESTABLISH VEGETATION WHERE SHOWN ON THE PLANS. 20. CONTRACTOR SHALL PROVIDE TRAINING FOR INSPECTIONS AND OPERATIONS TO THE CITY PRIOR TO PROJECT ACCEPTANCE. ese °'°ts °°d'e'°ted sPe`"'`°"°ts prepared for FR.— of of this apecif e e -ie�c °try. ee°se °r tt. a d°h°metes is He d �ks &cane, �.�.P. BIRKHOFF HENDRICKS &CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. SHEET NO. °rtaPkhoffte If I., d,-y Is t di -yed� cu °t eiet th rne, d y d�s�r--t rs ne I-tr i e cie t.°t!' nie °td the 61rkh°rr, He drick. & PROFESSIONAL PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 BIDDING, OR PERMIT PURPOSES. CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 2016-114 2 GENERAL NOTES °rcer, L.L.P. °r:9it°i n .11 ase °r9it°i d°rttrett a rlger" d n Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 October2017 REVISED: 1/5/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 Gen Notes.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 Point Table Point # Elevation Northing Easting Description 155 731.66 7176561.07 2552414.23 1/2" I.R.F. R.P.L.S. 5674 305 722.95 7177285.35 2552407.50 3" TXDOT DISK 1181 714.71 7177240.86 2553007.98 3" TXDOT DISK 1299 723.97 7176733.32 2552857.26 TXDOT MONUMENT 1414 715.83 7176039.4-4 2552764.61 5/8" I.R.F. 2001 709.70 7177877.16 2553355.21 TXDOT MONUMENT 2002 708.58 7177461.61 2553207.85 1/2" I.R.F. 2003 712.44 7177348.76 2553051.58 TXDOT MONUMENT 2007 723.12 7176619.21 2552842.18 TXDOT MONUMENT 2008 723.64 7176569.38 2552835.39 TXDOT MONUMENT 2011 1 714.91 1 7175940.01 1 2552754.32 1 TXDOT MONUMENT 2014 1 703.93 1 7175345.50 1 2552674.87 1 TXDOT DISK PARCEL 19 - MICHAEL CLAY MILLER CALLED 5.955 ACRES CAB. B, PG. 800 D.R C C T. PROPOSED WATER LINE 'B' F1ARCEL 18 WHV, INC. voL. so2s, PG. 1159 I D.R.C.C.T. I OD W PARCEL 17 FOSTER CROSSING, HWY 75 LP CALLED 1.376 ACRES ^\ VOL. 6PG. 143 D.R. C.C.T. �1305+00 i1310+00 1300+00 PROPOSED WATER LINE 'D, - Point Table Point # Elevation Northing Easting Description 2015 694.91 717514-4.09 2552673.00 TXDOT DISK 2017 686.68 7174648.59 2552606.76 TXDOT MONUMENT 2018 691.29 7173533.60 2552432.55 COTTON SPINDLE 2019 689.09 7173502.96 2552428.49 1/2" I.R.F. 2022 687.54 7173308.68 2552402.42 1/2" I.R.F. 2024 683.34 7173052.72 2552368.28 'X'-CUT 2025 681.56 7172991.45 2552360.11 TXDOT MONUMENT 2026 680.92 7172953.88 2552355.01 TXDOT MONUMENT 2027 665.80 7172645.02 2552357.23 TXDOT MONUMENT 2028 661.88 7172563.11 2552357.79 TXDOT MONUMENT 2029 646.20 7172364.52 2552389.44 1 TXDOT MONUMENT 2031 660.68 7172177.29 2552292.34 1 TXDOT MONUMENT PARCEL 23 - PANKAJ & ANJANA SHAH CALLED 5.00 ACRES CAB. IT, PG. 800 D.R.C.C.T. PARCEL 22 - PANKAJ & ANJANA SHAH CALLED 5.00 ACRES CAB. IT PG. 800 D.R.C.C.T. PARCEL 21 JANANE HASSAN CALLED 2.So ACRES CAB. B, PG. 800 D. R.c.O.T. PARCEL 20 JANANE HASSAN (CALLED 2.50 ACRES) CAB. B, PG. 800 D.R. C.C.T. - PARCEL 24 PANKAJ & ANJANA SHAH CALLED 5.00 ACRES CAB. H, PG. 800 D.R.C.C.T. PARCEL 25 GREGORY L. & NATALIE WAGES CALLED 5.00 ACRES CAB. IT, PG. 800 D.R.C.C.E PARCEL 26 VINCENT & LAY CHEN CALLED 5.00 ACRES CAB. IT, PG. 800 D.R.C.CTF. Point Table Point # Elevation Northing Easting Description 2032 675.25 7171876.77 2552212.25 TXDOT MONUMENT 2034 677.02 7171720.89 2552191.23 TXDOT DISK 2035 670.14 7171250.32 2552129.80 TXDOT DISK 2036 669.28 7171088.95 2552110.15 TXDOT DISK 2037 1 668.95 1 7170750.01 2552081.23 TXDOT DISK 2039 661.92 7170600.67 2552068.56 TXDOT DISK 2041 653.33 7170340.76 1 2552074.24 1/2" I.R.F. 2044 650.93 7169659.76 2552033.72 TXDOT MONUMENT 2045 647.74 7169585.86 2552045.81 1/2" I.R.F. 2048 642.54 7169509.09 2552058.38 TXDOT MONUMENT 2050 649.78 7169227.96 2552020.36 TXDOT MONUMENT 2051 647.86 7169088.28 2552021.29 TXDOT MONUMENT 'I I I PARCEL 27 II BILL & DARLA THEIS CALLED 6.537 ACRES CAB. H, PG. 800 D. R.C.C.T. CP#2088 CP#2087 20 -CP#2086_ CF TT , 13 ✓ 00 132 +00 133u+ 1 20+00 MCP#204 1----J - - /-CP#204� /�/ / PARCEL 28C ) /� WILLIAM D. & N98 Y4 ACE STEWART CALLED 9.8464 ACRES CP#2051 7_ VOL 45R. PG. 1267 CP#205 / 11 D.R.C.C.T. CP#2048 CP#2045 PARCEL 28A PARCEL 29 SERVICE MORTGAGE CORP. JOSE A. & CLAUDIA P. GAR CIA CALLED 1.0 ACRES CALLED 4.970 ACRES VOL. 5089, PG. 5290 VOL. 5428, PG. 7029 D.R.C.C.T. OR.C.C.T. PARCEL 286 - I WILLIAM D. & NO RA YVONNE STEWART CALLED 4.40 ACRES VOL. 4632, PG. 2238 D.R.C.C.T. PARCEL 16 ANNA OUTER LOOP, LTD I CALLED 56.08 ACRES I INST. N0. 2015.C.T. 0795650 D.R.C.C.T. PARCEL 30 ELIE E. & ALEKSANDRA KAD HOUCH CALLED 1.83 ACRES CAB. C, PG. 713 D.R. C.C.T. PARCEL 31 MARIA GONZALEZ CALLED 1.5340 ACRES CAB. C, PG. 713 D.R.C.C.T. PARCEL 32 CHEN SHOUNAN & RONG HUANG CALLED 1.5078 ACRES CAB. C, PG. 713 D.R.C.C.T. PARCEL 33 GARY & DUANDA NICHOLS CALLED 1.6284 ACRES CAB. C, PG. 713 D.R. C.C.T. 134 -CP#2U82 CP#208 -CP#2031 CP#2029 CI �L350+0 1355+00 CP#2032 P#2028 CP#2027 Point Table Point # Elevation Northing Easting Description 2056 620.87 7168166.02 2552452.49 1/2" I.R.F. 2057 616.42 7168163.68 2552543.94 1/2" I.R.F. 2058 663.81 7169425.91 2551556.60 1/2" I.R.F. 2059 658.95 7169678.04 2551565.11 TXDOT DISK 2062 712.34 7177724.67 2552220.47 1/2" I.R.F. 2063 711.81 7177715.17 2552230.72 TXDOT DISK 2065 721.21 7177396.08 2552401.32 TXDOT DISK 2070 731.84 7176580.06 2552378.28 TXDOT DISK 2073 698.15 7175406.11 2552223.72 TXDOT DISK 2074 698.09 1 7175270.04 2552193.72 TXDOT DISK 2075 698.67 7175257.61 2552193.74 TXDOT DISK 2076 705.08 1 7175107.35 2552194.05 TXDOT DISK Point Table Point # Elevation Northing Easting Description 2077 708.28 7174611.72 2552127.78 TXDOT DISK 2078 709.90 7174217.01 2552060.93 TXDOT DISK 2079 701.65 7173525.54 2551980.61 TXDOT DISK 2080 697.82 7173407.18 2551966.81 TXDOT DISK 2081 1 694.98 7173285.75 2551950.62 TXDOT DISK 2082 681.88 7171886.90 2551759.57 TXDOT DISK 2083 679.06 7171618.64 2551723.94 TXDOT DISK 2084 679.45 1 7171425.39 2551698.19 TXDOT DISK 2086 672.84 7170959.25 2551645.43 TXDOT DISK 2087 668.79 7170811.69 2551622.86 1/2" I.R.F. 2088 668.59 7170590.35 2551616.79 TXDOT MONUMENT PROPOSED WATER LINE 'C' PARCEL 48 MIX ON REALTY, CO CALLED 33 ACRES INST. N0. 2011400364750 D. R.C.C3.C.T. j-CP#2074 molt CP#1 -TNST PARCEL 55 - CAA TEXAS, LP D 9.7631 ACRES 20120322000333350 D.R.C.C.T. �- I 1 CP#305 P#2063 I CP#2065 P#2062� PARCEL 54 ANNA EAGLE RETAIL, LP CALLED 6.686 ACRES INST. NO. 200609 1 8001341450 (TRACT 1) D.R.C.0 T. -� cP#zozz U.S. 75 -- -- 1365+00 1370+00 1375+00 1380+00 1385+00 1390+00 1395+00 140 0 1405+00 1410 I I I I I L I J r-CP#2019 Ol PARCEL 35 JUDY K. LOGSDON CALLED 2.8246 ACRES CAB. C, PG. 713 D.R.C.C.T. PARCEL 37 WENDY FERGUSON CALLED 2.3863 ACRES CAB. C, PG. 713 D.R.C.C.T. PARCEL 38 KENNETH E. & DELLA M. BROYLES CALLED 2.0930.0930 ACRES CAB. C, PG, 713 D.R.C.C.T. PARCEL 40 WELDON L. ROPER CALLED 1.5759 ACRES CAB. C. PG. 713 D.R.C.C.T. PARCEL 41 DAVID LEE WILSON & FRIAR LEE WILSON CALLED 1.9756 ACRES CAB. C, PG. 713 D.R.C.C.T. These plans and related scifications r `e a prepare o for `0nstr�`oicif praie�t ry. Reuse f of this spepethese da�aments is BIRKHOFF, HENDRICKS & CARTER, L.L.P. not permitted without written authorization of Bo-khaff, Hendreke & Carter, L.L.P. P. If PROFESSIONAENGINEERS this dr 1I,9 is --tech cu a electronic abet- TBPE Firm No. 526; TBPLS Firm No. 10031800 file, if y discrepancy ,e the file and the Bi.knaff, Hendr�ks & 11910 Greenville Ave., Suite 600 cI"tmni' arter, L.LW orginal no Qam a-. or9inal document ill govern II Dallas, Texas 75243 (214) 361-7900 know what's below. Call before you di% CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT WATER LINE 'E' PARCEL ONE ANNA TWO, Li O. CALLED 9.7631 ACRES INST. NO. 20070201000151610 D.R.C.C.T. 14115 00 1420+00 I 3• w -- CP 2002I PARCEL N -CP#2018 I, CP#1299 # 0 SEMIPNOLEARC ANNA TOWN CP#2011 CENTER, LP CP#2017-L I CP#1181 CALLED 75.1832 ACRES I LCP#2014 I INST. NO. 20080128000100640 CP#200 D.R.C.C.T. CP#1414 CP#2015 PARCEL 51 PARCEL 53 ANNA 31 RETAIL, LP HWY 75/ANNA PROPERTY, LP P#2001 0.101 ACRES BEING PART CALLED 1.696 ACRES PARCEL 49 OF A CALLED 33.215 ACRES VOL. 6024, PG. 4398 MJLA ADAMS' LTD Q VOL. 4565, PG. 1347 D.R.C.C.T. CALLED 67.53 ACRES C INST. NO. 21111515101112510 I D.R.C.C.T. v (TRACT 6) I II 1 D.R.C.C.T. I I PARCEL 52 ANNA 31 RETAIL, LP FARCE 50 I ACRES THE HAROW TEXAS PROPERTY TRUST INST. C NO. 0060633`10000903120 PROPOSED CALLED 66.560 ACRES D.R.C.C.T. VOL. 3345. PG. 599 D.R.C.C.T. WATER LINE 'A' I - - - PARCEL 53B LOVES COUNTRY STORE, INC. CALLED 4.305 ACRES VOL. 4407, PG. 2262 \ D.R.C.C.T. I LEGEND -- PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 400 800 1200 HORIZONTAL SCALE IN FEET THESE DOCUMENTS ARE FOR INTERIM REVIEW CITY OF ANNA, TEXAS BHC AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS PROJECT NO. SHEET NO. BIDDING, OR PERMIT PURPOSES. 2016-114 CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 CONTROL PLAN 3 DATE: October 2017 October 2017 REVISED: 7/25/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 Control Plan.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 PARCEL 19 - MICHAEL CLAY MILLER CALLED 5.955 ACRES CAB. B, PG. 800 D.R.C.C.T. PROPOSED WATER LINE 'B' FPWAK'EL'. G NC26,59 I D.R.C.C.T. w OD w PARCEL 17 FOSTER CROSSING, HWY 75 LP SHT. 22° CALLED 1.376 ACRES VOL. 6029, PG. 143 D.R.C.C.T. 1315+00 13D5+00 1310+00 JJ- 1300+00 �J- PROPOSED WATER LINE 'D' 1 15 L.F 4' WATER LINE 3,327 L.F. 8' WATERLINE FORCED BEl7ERMENT PARCEL 23 - PANKAJ & ANJANA SHAH CALLED 5.00 ACRES CAB. H, PG. 800 D.R.C.C.T. PARCEL 22 PANKAJ & ANJANA SHAH CALLED 5.00 ACRES CAB. IT PG. 800 D.R.C.C.T. PARCEL 21 JANANE HASSAN CALLED 250 ACRES I CAB. B, PG. 800 I D.R.C.C.T. PARCEL 20 JANANE HASSAN (CALLED 2.50 ACRES) CAB. B, PG. 800 D.R. C.C.T. I . ,T o 4 SHT. , 24 PARCEL 28A - SERVICE MORTGAGE CORP. CALLED 1.0 ACRES VOL. 5089, PG. 5290 491 LF. 12' WATER LINE D.R.C.C.T. FORCED BETTERMENT PARCEL 24 PANKAJ & ANJANA SHAH CALLED 5.00 ACRES CAB. H, PG. 800 D.R.C.C.T. PARCEL 25 GREGORY L. & NATALIE WAGES CALLED 5.00 ACRES CAB. IT, PG. 800 D.R.C.C.T. PARCEL 26 VINCENT & LAY CHEN CALLED 5.00 ACRES CAB. H, PG. 800 D.R.C.CTF. I I II PARCEL 27 BILL & DARLA THEIS CALLED 6.537 ACRES CAB. H, PG. 800 II D. R.C.C.T. I I . SHT. 26 SHT27 SHT. 28 SHT. 29 SHT. 29 SHT. 25 --� - 1335 0 1340+00 1345+00 1350+00 u 7 CALLED ACRES I I 1 VOL. 4555, 55, PC PG. 1267 /IJ1r-D.R.C.C.� � - EL PARCEL 29 JOSE A. & CLAUDIAP. GARCIA 4.970 CALLED 4.970 ACRES VOL. 5428, PG. 7029 OR.C.C.T. PARCEL ELIE E. & ALEKSANDRA KAC HOUCH \ \ PARCEL 286 I WILLIAM D. & NORA YVONNE STEWART I CALLED 4.40 ACRES CALLED 1.83 ACRES CAB. C, PG. 713 D.R.C. C.T. 0 C)0 VOL. 4632, PC. 2238 1.R.C.C.T. PARCEL 31 <_ MARIA GONZALEZ CALLED 1.5340 ACRES mPARCEL Z 16 ANNA OUTER LOOP, LTD CAB. C, PG. 713 D. R.C.C.T. n CALLED 56.08 ACRES PARCEL O ( INST. N0. 20150630000795650 I CHEN SHOUNAN & RONG HUANG 632 C 1 D. R.C.C.T. CALLED 1.5078 ACRES CAB.D 713 ,�� -- R.CPC.T.G. PARCEL 33 GARY & CUANDA NICHOLS I CALLED 1.6284 ACRES CAB. C, PG. 713 D.R.C.C.T. 18 LF. 8' WATER LINE 1,723 LF. 12' WATER LINE ELEC7/VE 9 S T. 12� SHT. 71 APARCEL 3OJJUDY K. LOGCALLED 2.8246Q•CAB. C, PG.R.C.C.TUEL 37863FERG 7RC.1 ACRSON 3863 ACRES PG. 713C.C.T.PARCEL 38 E. & DELLA M. BROYLESLLED 2.0930 ACRES CAB. C, PG. 713 D.R.C.C.T. PARCEL 40 - WELOCH L. ROPER CALLED 1.5759 ACRES CAB. C. PG. 713 D.R.C.C.T. 20 LF. 8" WATER LINE 861 L.F. 12' WATER LINE march Rr=RAd lvr PROPOSED WATER LINE 'C' PARCEL 48 MIX ON REALTY, CO CALLED 33 ACRES INST. NO. 20110407000364750 D.R.c.c.r. / - PARCEL 54 ANNA EAGLE RETAIL, LP CALLED 6.686 ACRES INST. NO. 20060918001341450 (TRACT 1) D.R.C.C.T. PARCEL 55 TINST. CAA TEXAS, LP D 9.7631 ACRES 20120322000333350 D.R.C.C.T. L01 U.S. 75 - - - - - 1365+I 00 L 1370+I 00 _ 1375+I 00 _ 1380+I 00 � 1385+I 00 _ 1390+13_ 0_0 40 N� �405+00- 0 _ 3V PARCEL 41 -� DAVID LEE WILSON & FRIAR LEE WILSON CALLED 1.9756 ACRES CAB. C, PG. 713 D.R.C.C.T. w SHT. 14 SHT. 15 SHT. 16 SHT. 17 1 SHT. 18 1 SHT. 19 1 SHT. 20 JIn 1� PARCEL 49 W MN A ADAMS, LTD Q: r CALLED 67.53 ACRES J C INST. NO. 20110,505000462590 v (TRACT 6) D.R.C.C.T. I I PROPOSED WATER LINE 'A' I 1 1 I 18 L.F. 4' WATER LINE 78 L.F. 6" WA7FR LINE 115 L.F. 8' Wi97ER LINE 6,865 LF. 12" WATERLINE ELEC7&E BETT£RMENT I PARCEL 51 PARCEL 53 ` ANNA 31 RETAIL, LP HWY 75/ANNA PROPERTY, LP 0.101 ACRES BEING PART CALLED 1.696 ACRES OF A CALLED 33.215 ACRES VOL. 6024, PG. 4398 know what's below. Call before you di% CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT WATER LINE 'E' PARCEL ONE ANNA TWO, L,O. CALLED 9.7631 ACRES INST. NO. 20070201000151610 D.R.C.C.T. 1 411 5 1 00 1420+00 I PARCEL 59 0 SEMI NOLE ANNA TOWN CENTER, LP CALLED 75.1832 ACRES INST. NO. 20080128000100640 D.R.C.C.T. VOL. 4565, Pc. 1347 D.R.C.C.T. OR.C.C.T. p' 110 LF. 12' WATER LINE D.R. FORCED BETTERMENT I 1 L PARCEL 52 ANNA 31 RETAIL, LP PARCEL 50 CALLED 31.391 ACRES THE HAROW TEXAS PROPERTY TRUST INST. NO. 20060630000903120 CALLED 66.560 ACRES D.R.C.C.T. VOL. 3345. PG. 599 D.R.C.C.T. II 1 - - - - PARCEL 53B y LOVES COUNTRY STORE, INC. CALLED 4.305 ACRES VOL. 4407, PG. 2262 D.R.C. C.T. LEGEND -- PROPOSED TXDOT R.O.W. -- EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 400 800 1200 HORIZONTAL SCALE IN FEET These PI°I. °td re-L sPf thl` epe p r.j.0 for c°tstmctif a this apecif cee Po )etc °try. Reuse °t tt.s J°h°metes �s n a �ke &carte, �.�.P. BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. SHEET NO. °rtBPknoif�eHe If ms dr-y Is a p...yed9 cu °t el- th the, e 4, di--t rs 6eI-tr me ce°tr°t°'I °tJ he Birkh°rr, Hetml°ks & PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 BIDDING, OR PERMIT PURPOSES. CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 2016-114 4 CONTROL SHEET PLAN °rcer, htF.L.P.°r:9itul , .11 a-. °r9�t°I C.He,ett a 9°ge.1 II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 October2017 REVISED: 7/25/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 Control Sheet Plan.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 1320+00 _ _ 1 _ _ _ _ _ I _ - _ _ - I _ - - REMOVE & REPLACE.- - o "I ----------- - - - - - - - - - -- -- - - - - - - - _ 20 L.F. PIPE RAIL FENCE _------� - - - U.S. 75 CENTERLINE STATIONING I WARNING SHOWN FOR REFERENCE ONLY (NOT LOCATION OF CENTERLINE) Z II N 7169632.8672 �� E 2552048.1790 ��- UNDERGROUND FIBER OPTIC LINE �3 r < R o LL Z oo, STA. 14+85.00 FUTURE TXDOT �� FURNISH & INSTALL: CULVERT IN VICINITY OF o �/ 1-12" R.S. GATE VALVE PROJECT U.S. 75 NORTHBOUND - g - - - REMOVE & REPLACE: - - - - I - FRONTAGE RD. = TA S. 13t27.00 TO STA. 13t80.00 �� 7 S.Y. GRAVEL DRIVE - - o h CEMENT STABILIZED BACKFILL TO A - - 6" WATER LINE BHC C.P.#2051 DEPTH OF 12' WITH 6" OF TOPSOIL ON TOP OF THE WIDTH OF ) (ABANDON IN PLACE) Z N: 7169088.28 E: 2552021.29 I u PROPOSED 12 PROPOSED 12"' m � REESTABLISH VEGETATION l\i-� �� i��/l � � REMOVE & REPLACE. J ELEV: 647.86 TXDOT MONUMENT LINE '� D WATER LINE As a > EXISTINGWATER ��I 1 % 14 L.F.LF. PIPE RAIL FENCE DOT TXDOT R.O.W. - 4 �y� N 7169535.4229 < - E 2552064.2302 n = _L MONc _ _ 4839 E 2552061.6830 \ /L \ ) L� P.I. STA. 13t86.24 I / i --- - - - - - _ TXDOT� TXDOT MON. P/. STA. 13+09.26 J A-l _ d = 11 °75'00' LT. HOG W AE (�\ FURNISH & INSTALL: FEN Z� W _ p PROPOSED TXDOT R.O.W. d = 5°4905" LT. PULL PIPE �� \ 1 J l 1-12" 11'15' BEND __-__ �-- 9+00 12t00 TXDO MONT ��"IRF y Ln W.M. �_ N 13t00 of 14+00 PIPE RAIL J N PIPE RAIL ` FENCE � FENCE / , _.. } + (.P N 7169088.8605 IN E 2552031.1378 P.l. STA. 9t37.52 d = 639 04 " RT. PULL PIPE N 7169072.9562 E 2552033.0847 STA. 9+21.50 N 7169051.6155 FURNISH & INSTALL: E 2552035.6970 1-12" R.S. GATE VAL VE (SOUTH) STA. 9+00.00 1-12 x6" TEE BEGIN WATER LINE A' 1-6" R.S. GATE VALVE (WEST) FURNISH & INSTALL: 1-STD. FIRE HYDRANT 1-12" Md.. CAP 5 L.F. 6" W.L. 1-12" R.S. GATE VAL 655 645 640 635 N 7169098.8657 E 25520J1.0805 STA. 9+47.5J = W.L. D' STA. 5t91.44 CONNECT TO WATER LINE D' FURNISH & INSTALL: 1-12"x12" TEE 0 20 40 60 HORIZONTAL SCALE IN FEET N 7169227 1457 E 2552030.3465 RZ STA. 10*75.81 d = 8'02 :31 " RT. FURNISH & INSTALL. 1-12"11°75' BEND PULL PIPE WATER SERVICE TABLE STATION OFFSET STA. 10+34t STA. 14+38+ 20' RT. 20' RT. TXDOT EXIST. VARIABLE WIDTH / Q J ��-- MON. TXDOT DRAINAGE ESMT. TXDOT O - MON. _' W.M. o� O PROPOSED 30' �� WATER LINE ESMT. HOG WIRE NEE- Sys FENCE PARCEL 16 ER L ANNA OUTER LOOP, LTD r� DITCH U. CALLED ACRES CONTROL POINTS: INST. NO. 20150630000795650 D.R.C.C.T. BHC #1299 N: 7176733.32 BHC #2065 J�'' N: 7177396.08 0/ E�Eo TXDOT MON. / / R / CONTRACTOR TO LEAVE /N PLACE & E: 2552857.26 E: 2552401.32 oiH LEGEND WARNING PROTECT WROUGHT ELEV: 723.97 TXDOT MONUMENT�TXOOT ELEV: 721.21 DISK -- PROPOSED TXDOT R.O.W. OVERHEAD IRON SWING GATE ELECTRICAL LINE � BHC #2051 BHC #2088 EXISTING TXDOT R.O.W. PARCEL 28A IN VICINITY OF PARCEL N WILLIAM D. & NORA - �N: 7169088.28 N: 7170590.35 PROPOSED WATER LINE / SERVICE MORTGAGE CORP. STA. 14+65t STEWART Know below. E: 2552021.29 E: 2551616.79 / CALLED 1.0 ACRES THRU STA. CALLED 4.40 ACRES CALLED what's ELEV: 647.86 ELEV: 668.59 EXISTING WATER LINE VOL. 5089, PG. 5290 15+00 VOL. 4632, PG. 2238 Call before you dig TXDOT MONUMENT TXDOT MONUMENT D.R.C.C.T. 7 / D.R.C.C.T. EXISTING GROUND TO A DEPTH OF 12" WITH " 0 TOPSOIL 0 TOP 0/ THEWIDTH OF ENCH 1-12" R.S. GATE VAL 655 650 645 640 635 630 W W/EMB MENT BY PEN CUT 63O CITY EL CTIVE B RMENT n ��R Z� V,M� � O h�Q�^ �oycn4i Iy� % �- _ �] 6250 � V i625 SO LI1 j �I j Q Q 620���� LZ ���� ����� Ll o Q1 ���� �620 9+00 11+00 13+00 15+00 10+00 12+00 14.00 ese °'°°s °nd re-tl sPf thl` "°°s Prep°red r°, °o°scr°�n°" or ms sPe�it�e a THESE DOCUMENTS ARE FOR INTERIM REVIEW CITY OF ANNA TEXAS 7 BHC vole°c mly. ee°se or these d°� -te is n He d �ks &carte, �.�.P. BIRKHOFF HENDRICKS & CARTER, L.L.P. AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS PROJECT NO. SHEET NO. °rtaPkhoffte If I., if -yg Is �o�.e y . cu °° ele - th ,I r y d�s°reP°r,.y r rs nH-dri the le°tro°�° e.j °rd the a�rkn°rr, He.dr�Cgi & c°rter, PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 BIDDING, OR PERMIT PURPOSES. CRAIG M. NO. 10 1 TEXAS P.E. N0. 106102 2016-114 5 WATER LINE'A' PLAN & PROFILE L.LW: °rlgl°°I n° a°m aseSne °rg�°°I document ill govern II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 9+00 TO STA. 15+00 October 2017 REVISED: 10/4/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&PO3.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 1325+00 U.S. 75 CENTERLINE STATIONING SHOWN FOR REFERENCE ONLYnELECTRICAL (NOT LOCATION OF CENTERLINE) - NEFHRU+ N 7169660.2900 E 2552043.6619 — P.I. STA. 15* 12.79 — A = 12'45 31 " rt. FURNISH & INSTALL: 1-12" 11'15' BEND PULL PIPE O � — O W� '0+ d' lii TXDOT N ! MON. � Q N r w N co Lj k U.P. EEO S W.M. Q HOG WIRE FENCE Z� REMOVE & REPLACE 20 L.F. HOG WIRE FENCE U.S. S FRONTAGEHRD. TXDOT MON. — 6• I I PARCEL 28B WILLIAM D. & NORA YVONNE STEWART CALLED 4.40 ACRES VOL. 4632, PG. 2238 D.R.C.C.T. EXISTING TXDOT R.O.W. oiH E�Ec PROPOSED oiH 7XDOT R.O.W. 17*00 N PROPOSED 30' WATER LINE ESM REMOVE & REPLACE 20 L.F. HOG WIRE FENCE - -- �-- — — — — — — — — — — L— — — — — --- -----, �o oz� — �mw ---���DWVE wxQ —-------------5 z W — — w --——— — — ---- ------------- N 7169998.7623 P. E 2552063.7997 __ . STA. 18+51.86 6• W-- FURNISH & INSTALL: / i o �— 1-12" R.S.GA TE VALVE I 6' WATER LINE (ABANDON IN PLACE) / / O � O / + N HOG WIRE / HOG WIRE O n O FENCE / FENCE C14 / L0 < N 19*00 (n w LLI ORNAMENTAL Z � r7 J GATE BARN W.M. O (TO BE REMOVED N 7169994.7694 REMOVE & REPLACE BY OTHERS) E 2552063.5621 1 E.A. ORNAMENTAL GATE STA. 18+47.86 z FURNISH & INSTALL: 1-2" COMBINATION AIR VALVE REMOVE &REPLACE IN 4' DIA. MANHOLE 14 L.F. HOG WIRE FENCE 4-CONC. BOLLARD I DG S PROPOSED 12" k LEGEND FENCEWATER LINE ;4' PROPOSED TXDOT R.O.W. HOG WIRE PARCEL 28C FENCE EXISTING TXDOT R.O.W. WILLIAM D. & NORA YVONNE STEWART k PROPOSED WATER LINE CALLED 9.8464 ACRES VOL. 4555, PG. 1267 EXISTING WATER LINE D.R.C.C.T. 665 N y 4 R STD. M.H. 665 = 664.4 ^0 FURNISH & l 1-12 '7R.S. TE VALVE 660 eo 660 EXISTING GROUND LINE 655 655 650 650 0 +306% 12" W.L. ON +6.509 645 645 500 L.F. 12" WWA C900 OR 18 P..C. 640 WITUREOMENT BY ePEN CUT 640 635 N o ro d CITY EL ECTIVE B RMENT o "i 2 ro d N 635 630 Q y oz 630 M - Knowwha "helowU Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT WATER SERVICE TABLE STATION OFFSET STA. 15+21 f STA. 19+33t 20 RT. 20' RT. 0 20 40 60 HORIZONTAL SCALE IN FEET 15+00 16+00 17+00 18+00 19+00 20+00 pn.p d f. otd .elated sof thl` "°ts prepared for cFR.— of of this aped a -ie°c itt. ee°se o, tt. a doh°metes �s of 31khoffteHe d �ks &C-te, �.�.P. If I., if -yg Is oot�e.tedo to of el-- th ,ne, r, Y ds°rePor,oy o rs nH-dri me leotrotm e.j otd the a�.knorr, Hetdr�Cgi & caner, LLW: orlgitol no a°m aseSne org�t°I document ill govern II BIRKHOFF HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. NO. 10 1 TEXAS P.E. N0. 106102 DATE: October 2017 CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. 2016-114 October 2017 SHEET NO. 6 WATER LINE'A' PLAN & PROFILE STA. 15+00 TO STA. 20+00 REVISED: 10/4/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&PO4.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 n m O Lq O N + n O ON L0 N W (n i I O N U.S. 75 NORTHBOUNFRONTAGE R 1330+00 X m EE Z ------------ EXISTING --� -- TXDOT R.O.W. W 6 W 6' W PROPOSED 30' HOG WIRE FENCE HOG WIRE FENCE — -------- FUTURE TXDOT U.S. 75 CENTERLINE STATIONING CULVERT �� SHOWN FOR REFERENCE ONLY (NOT LOCATION OF CENTERLINE) 6" WATER LINE (ABANDON IN PLACE) N 7170274.8693 3 N 7170390.4631 ,r E 2552080,2270 J \ E 237 P.I. STA. 21t28.46 . a STA. 21+91.86 TO STA. 22t39.86 STA. 22*44.844.86 A = 3°2144" RT. 48 L.F. 12-AWWA C900 (DR 18) FURNISH & INSTALL: \ PULL PIPE P.V.C. W/CLASS G EMBEDMENT 1-12 "x8' TEE 1 1-8" BLOWOFF VALVE / 18 L.F. 8" W.L. PROPOSED TXDOT R.O.W. 1/2"I.R.F. REMOVE & REPLACE 20 L.F. HOG WIRE FENCE PARCEL 28C WILLIAM D. & NORA YVONNE STEWART CALLED 9.8464 ACRES VOL. 4555, PG. 1267 D.R.C.C.T. MON. DENSE TREES MON. N 7170447.4432 E 2552100.7051 P.I. STA. 23t02.24 ,J = 1458J8" LT. FURNISH & INSTALL: 1-12" 11°15' BEND PULL PIPE PROPOSED 12" WATER LINE ;4' TXDOT MON. HOG WIRE FENCE N 7170600.8002 E 2552078.5785 P.I. STA. 24+57.19 d = 13.04'1I' RT. FURNISH & INSTALL: 1-12" 1175' BEND PULL PIPE O O O ry + N Lo 00 N N u7 N (n W W � Z J M Imo-- O Q C LEGEND -- PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE Know mba&t,,b el 3 Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT 0 20 40 60 HORIZONTAL SCALE IN FEET 20+00 21+00 22+00 23+00 24+00 25+00 Tnese °ts °°d tr-td sof thl` "°ts CITY OF ANNA TEXAS BHC prepared only. °FR.— of of this apeci a BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 -ie°c °try. ee°se °, tt. a d°h°metes �s AND ARE NOT INTENDED FOR CONSTRUCTION, PROJECT NO. SHEET NO. of Bikh.ffteHe d �ks &carte, �.�.P. If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. U.S. 75 UTILITY RELOCATIONS 2016-114 I., d,-y Is tat"erred. to °t eie - th TBPE Firm No. 526; TBPLS Firm No. 10031800 ,ne, r, Y ds-d th. r s nH-dri me CRAIG M. NO. 10 1 WATER LINE'A' PLAN & PROFILE 7 le°tr°tm ,ne °td the a�.kn°rr, Hetd.�Cgi & 11910 Greenville Ave., Suite 600 TEXAS P.E. N0. 106102 career, L.L.P. °.:9�t°i n .11 aseSne °r9�t°i Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 20+00 TO STA. 25+00 October 2017 document ill g°vem II REVISED: 10/4/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&PO5.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 U.S. 75 CENTERLINE STATIONING SHOWN FOR REFERENCE ONLY (NOT LOCATION OF CENTERLINE) N 7170744.6417 E 2552072.7432 P./.. STA. 26+07.47 A = 45'00 00" RT. FURNISH & INSTALL. 1-12' 45° BEND WARNING UNDERGROUND -- FIBER OPTIC LINE — — IN VICINITY OF _ STA. 26+02f o REMOVE & REPLACE. O N O 20 L.F. HOG WIRE FENCE 0411.0 ONO + HOG WIRE K, ff'ROPORSED0 FENCE If) FiBER N Q LU N O 8"CDR 14"PEC W � U") J N M cO U O Q PROPOSED 30' WATER LINE ESMT. Z N 7170725.1815 E 2552089.1536 P.I. STA. 25+82.02 A = 45'00 00" LT. FURNISH & INSTALL: 1-12" 45` BEND PARCEL 28C WILLIAM D. & NORA YVONNE STEWART CALLED 9.8464 ACRES VOL. 4555, PG. 1267 D.R.C.C.T. U.S. 75 NORTHBOUND FRONTAGE RD. N 7170747.1587 - - - - E 2552072.9572 STA. 26*10.00 — — — — — — — _ _ _ _ WARNING FURNISH & INSTALL: UNDERGROUND — — — — — — — 1-12" R.S. GATE VALVE �o� ELECTRICAL LINE 1-12" H. D. P.E. TO P. V. C. CONNECTOR IN VICINITY OF N E 2521055210 2..078799 EXISTING � o w m STA. 28+75t TXDOT R.O.W. P.l. STA. 29+53.76 ---?z� -- - ------ 6" WATER LINEA = 2'06'48"RT. (ABANDON IN PLACE) PULL PIPE 6• w —o w 6, w I.C.V. REMOVE & REPLACE. 3 REMOVE & REPLACE I � M I NE 3 S. Y. GRAVEL DRIVE w 7 S. Y. CONCRETE DRIVE �" O 0) DR 3 S.Y. ASPHALT DRIVE s 24 L.F. FULL DEPTH SAWCUT I i O . & LONGITUDINAL BUTT JOINT oo I +0 O r) 04 to I N j 27+00 28+00 e 29+00 F- N W N �0 �n6k ❑ TIC 03 FIBER OPTIC— Y TXDOT DENSE MOO. J PROPOSED �RETE WALL TREES I HOG WIRE w =Z o DENSE L TXOOT R.O.W. TREES TO BE PROTECTED ( ) xl FENCE R CONCRETE WALL - (TO BE PROTECTED) I I 1 I R I R 1 PARCEL 29 JOSE A. & 1 CLAUDIA P. GARCIA I CALLED 4.970 ACRES VOL. 5428, PG. 7029 i D.R.C.C.T. N FIBE OPTI" FIBER L1J CO -- Z O W.M. 00 J U? PIPE RAIL ° ° TXDOT MON. L0 CONCRETE WAL FENCE 2 M (TO BE PROTECTED) I F- CONCRETE WALL I Z PROPOSED (TO BE PROTECTED) " WATER LINE 12A' lil PARCEL 30 ELIE E. & ALEKSANDRA KACHOUCH CALLED 1.83 ACRES CAB. C, PG. 713 D.R.C.C.T. I R PARCEL 31 MARIA GONZALEZ CALLED 1.5340 ACRES CAB. C. PG. 713 I D.R.C.C.T. WATER SERVICE TABLE STATION OFFSET STA. 26+23t STA. 28+47+ 8' RT. 8' RT. R vQ ^CC N 675 675 O Z Q O y Z EXISTING Q p GROUND LINEZ FUR ISH & INS ALL: 670 VALVE 670 1-1 " R.S. G47F 665 STA. 2 FIBEROPTIC665 EXIST. F.L. ELEV. UNKNOWN 12" W.L. ON +0.2 X FIELD VERIFY 660 4% 660 " 4-4- 1 655 655 110 L.F. 1 "AWWA CS 00 DR 18 P.V.C. 390 L.F. 1 "DR 9 H. .P.E. WIEMBEDUENT BY OPEN C T WIFUSED JOINTS & EMBEDMENT BY OPEN CUT Cl ELECTIVE ETTERMENT FORCE Rf-LOCATICIV 650 CITY ELEC77VE BETTER ENT) 650 N = 645 V 645 Q� Q� LI: y I LC Q� LI: 640 LC 640 Know i,&rbs e 3 Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT LEGEND -- PROPOSED TXDOT R.O.W. -- EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 20 40 60 HORIZONTAL SCALE IN FEET 25+00 26+00 27+00 28+00 29+00 30+00 Tnese d f. and t—tld sPf thl` "°ns fo, c°tshuctif of this apeci a CITY OF ANNA TEXAS BHC prepared °try. eeuse °, a d°h°metes �s BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 PROJECT NO. -ie°c tt. d .ks AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS SHEET NO. °f ffknoffeae &C-te, T.P. If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. 2016-114 I., if -yg Is t°n�e.ted. cu °n ele - th r s necween me ,ne, r, Y ds-d TBPE Firm No. 526; TBPLS Firm No. 10031800 CRAIG M. th.y le°tr°nm e.j °td the Bi.kn°rr, HetdriCks & c 11910 Greenville Ave., Suite 600 TEXAS P.E. N0. 106102 NO. 10 1 WATER LINE'A' PLAN & PROFILE LLW: °rlginul n° a°m aseSne °rg�n°I document ill govern II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 25+00 TO STA. 30+00 October 2017 ;EVISED: 10/4/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P06.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 T 1340+00 U.S. 75 CENTERLINE STATIONING S SHOWN FOR REFERENCE ONLY <4 (NOT LOCATION OF CENTERLINE) W.M. o 6•— 6' w — r7 — — O CO O + O O � LID N Q W N 00 LA OPTIC Z aD J - -- �- W.M. Lf) PIPE RAIL M 2 FENCE Q Z PROPOSED 12" WATER LINE '4' PARCEL 31 MARIA GONZALEZ CALLED 1.5340 ACRES CAB. C, PG. 713 D.R.C.C.T. — — DVICINITYF o m 100 � LL U.S. 75 NORTHBOUND FRONTAGE RD. WARNING - — — UNDERGROUND — _ _ ELECTRICAL LINE _ _ _ _ - EXISTING IN VICINITY OF REMOVE & REPLACE: TXDDT R— .O.W. STA. 32+72t 9 S.Y. CONCRETE DRIVE 30 LF. FULL DEPTH SAWCUT — 3 0 — — — 6" WATER LINE — — & LONGITUDINAL BUTT JOINT N 7171453.1112 ABANDON IN PLACE ( ) U.G.P. 6 w 6' w E 2552147.3442 STA. 33+20.00 — w— w _ FURNISH & INSTALL: N 7171382.2080 1-12" H.D.P.E.. TO P. V C. CONNECTOR o — E 2552137.8578 — — — — 1-12" R. S GATE VALVE 3 P.I. STA. 32t48.47 A = 03851" RT. j N 7171480.5648 PULL PIPE 1 / E 2552151.0173 P.I. STA. 33t47.70 40T FURNISH & INSTALL: a�inn 1 12"45BEND " TXDOT I 18OAK U.P. o0 2470AK PROPOSED G.W. MON. TXDOT R.O.W. 16 ELM 16"ELM PIPE RAIL FENCE _ BUILDING 1 I R 1 I PARCEL 32 CHEN SHOUNAN & RONG HUANG CALLED 1.5078 ACRES CAB. C, PG. 713 D.R.C.C.T. 121ELM I 1 CONCRETE DRIVE WARNING UNDERGROUND FIBER OPTIC LINE IN VICINITY OF I STA. 33+54t I O SAPLOING SAPLING34tOO 16"COTT•NWOOD SAPLOIN6 O O �I 71 WATER N 7171496.0188 F E 2552171.2453 P.I. STA. 33+73.15 A = 45'00 00" LT. FURNISH & INSTALL: 1-12" 45` BEND PARCEL 33 GARY & QUANDA NICHOLS CALLED 1.6284 ACRES CAB. C, PG. 713 D.R.C.C.T. 6 w LO O Oo + 00 1.000 M LO to SAPOLING N LL1 L LJ Z wm. J n EXISTING Z BUILDING LEGEND I -- PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 1 • Know it,,&,b e Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT WATER SERVICE TABLE STATION OFFSET STA. 30+75t 8' RT. STA. 32+60t 8' RT. STA. 34+85t 10' RT. * WATER METER FOUND 0 20 40 60 HORIZONTAL SCALE IN FEET 30+00 31+00 32+00 33+00 34+00 35+00 These d for and re to sof thl` tl°ns CITY OF ANNA TEXAS BHC prepared far cFR.—cof of this apeci i BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 -ie°t °try. eeuse °r these th.imetes �s AND ARE NOT INTENDED FOR CONSTRUCTION, PROJECT NO. SHEET NO. artffkh.ffte He d �ks &C.L., �.�.P. If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. U.S. 75 UTILITY RELOCATIONS 2016-114 t I., d,-y Is t p.-yed� to °n elect th TBPE Firm No. 526; TBPLS Firm No. 10031800 file, rf y discrepancy c re between the CRAG M. NO. 10 1 WATER LINE'A' PLAN & PROFILE 9 lectrr, L.L.P.me °td the ai.khnrr, HendriCks & 11910 Greenville Ave., Suite 600 TEXAS P.E. N0. 106102 c°,te,, t°,I9 nul .11 ase °r91n°I Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 30+00 TO STA. 35+00 October 2017 document ill govern i II ;EVISED: 1/5/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P07.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 1345+00 i L'.-.75 CENTERLINE STATIONING SHOWN FOR REFERENCE ONLY (NOT LOCATION OF CENTERLINE) - -- 5 8"IRF < 6' V 6' V V W �6" WATER LINE / (ABANDON IN PLACE) / - - - - - - - - - - - - - - [ C 3 _ REMOVE & REPLACE: 3 4 O 12 SY. ASPHALT PAVEMENT I a op 00 + L0 Lh c- M e7 --� N Ld (n I,',, A SAPLING SAPLINGO 0 -t W Z TXDOT R.O.W. / TXDOT MON. / 12"COS ONW D / ^ 36t00 0 i PROPOSED )C WATER LINE ESMT. / 0) / / / Fk/ST 60 R 0 w / PARCEL 33 GARY & QUANDA NICHOLS CALLED 1.6284 ACRES CAB. C, PG. 713 D.R.C.C.T. FIR B,SG FIR 37t00 0 EXISTING o z TXDOT R.O.W. m w w � -z w - / U. S. "g FROM gGfT RD. �6. V \ _ �6' /V 7171874.7379 E 2552221.9153 - PZ STA. 37t55.25 y\� A = 720'45" RT. N 7172040.IJ28 FURNISH & INSTALL: E 2552260.9527 \ PROPOSED 1-12' 11.15' BE P./. STA. 39t27.18 �S• y 1 %TXDOT R.O.W. MOO. PULL PIPE F 12"445'OBEND T \ TXDOT FURNISH &INSTALL: N 7171763.9549 E 2552207.0933 STA. 36t43.48 FURNISH & INSTALL: 1-12"x8" TEE 1-12" R. S. GATE VALVE (NORTH) 1-12"x6" TEE 1-6' R.S. GATE VALVE 1-S7D. FIRE HYDRANT JO L.F. 8" W.L. 1-8' R.S. GATE VALVE (EAST) CONNECT TO EXIST. 2' W.L. (EAST) CUT, PLUG & ABANDON 2" W.L. (WEST) 38t00 -�� R.O.W. N O 2"HB I.C.V. . _-,,/-TXDOT ---- h _ CM FIR SAPLING 39t00 - W.M. =uB P CM PECAN SAPLING EXISTING BUILDING (TO BE PROTECTED) PROPOSED 20' WATER LINE ESMT. N 7171868.7909 E 2552221.1197 EXISTING BUILDING STA. 37t49.25 TO BE PROTECTED EXISTING BARN FURNISH & INSTALL: (TO BE PROTECTED) 1-2' COMBINATION AIR VALVE IN 4' DIA. MANHOLE PROPOSED 12" N 7172034.0112 4-CONC. BOLLARD E 2552264.4919 WATER LINE A P.I. STA. 39t20.11 ------------------- PARCEL 35 A = 45'00'00" LT. JUDY K. LOGSDON FURNISH & INSTALL: CALLED 2.8246 ACRES 1-12' 45' BEND EXISTING BARN CAB. C, PG. 713 D.R.C.C.T. TO BE PROTECTED Know what's below Call before you dig WATER SERVICE TABLE STATION OFFSET STA. 37+84t N O r\ I + N N N to 'Q 0 W 680 o kj O 680 675 670 665 FURNISH INSTALL: ° 4: H eo eo 1-12" R. GATE V,4L 675 pro; Qo 1 " EXISTING GROUND LINE 670 _ 665 12" W.. ON t0.209 660 660 _ 4 O ` 500 L.F 12" AWWA C900 DR 18 PVC. EMBEDME T BY OPEN CUT 655 Q FORCED 1TY ELECA ?ELOCATION BETTERME T) 655 a h 650 ^650 f 645 (6 � 645 ^ Lk: In � L � CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV., 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV., 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV., 668.59 TXDOT MONUMENT LEGEND -- PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 20 40 60 HORIZONTAL SCALE IN FEET 35+00 36+00 37+00 38+00 39+00 40+00 Tnese d f. and trl tld sPf thl` "°ns prepared for cFR.- of of this apeci i -ie°c °try. eeuse °r tt. a dnh°metes �s art Bikh.ffte He d .ks &C.L., �.�.P. If I., d,-y Is t di -yed� cu °n elec th rne, d Y 1 nd th. r s nHc dri me lectr°nm me °td the .�.knnrr, Hend��Cgi & c°,ce,,L.L.P.°rlginul n°.11 ase °r9 n°I document ill govern i II BIRKHOFF HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. NO. 10 1 TEXAS P.E. N0. 106102 DATE: October 2017 CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. 2016-114 October 2017 SHEET NO. 10 WATER LINE 'A' PLAN & PROFILE STA. 35+00 TO STA. 40+00 REVISED: 5/24/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P08.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 STATIONING SHOWN 1350+00-_����-- U.S. 75 �� IIII IIII II FRp NORTHBOUNp FUTURE DOT�II IIII FOR REFERENCE ONLY �- N 7172172.8334 NrgGE RD. I IIII IIII II _ (NOT LOCATION OF E 2552JO1.6014 - CENTERUNE) P.l. STA. 40t66.09- N 7172116.1449 A = 15'15 49" RT. - - E 2552281.2720 P.l. STA. 40*05.87 FURNISH &INSTALL: A = 44545" RT. 1-12" 11 ° 15' BEND N PULL PIPE a fir`-/1`r4ta'�-�� 1�J` PULL PIPE m (I] � cif .J �10 p U'1 T N Q oN. z REMOVE & REPLACE. w N 20 L.F. HOG WIRE FENCE ,�� bl W 6" WATER LINE TXDOTSTING 00 Z\�\ (ABANDON IN PLACE) J 22"ELM ¢1 c�0 STA. 41+70.00 TO STA. 42+70.00 o = \6"ELM PROPOSED 100 L.F. 12' AWWA C900 (DR 18) 7XDOT RD. W. PVC. W/CLASS G EMBEDMENT Q HOG WIRE FENCE DENSE �' y 7 i TXDOT r REMOVE & REPLACE: + TREES MON. z 20 L.F. HOG WIRE FENCE ON / PROPOSED / k WATER LINE ESMT. 6• � HOG WIRE �- FENCE D07 D' \�Gf / k / \ DENSE PARCEL 35 7 TREES JUDY K. LOGSDON 7 CALLED 2.8246 ACRES CAB. C, PG. 713 D.R.C.C.T. O� O V� O EXISTING = EXISTING 665 (-GROUND LINE zt 665 655 GROUND UN 660 660 650 655?' 655 0 645 N, 12" L. La ON -7. .$ 650 650 N 640 o 645 a 645 635 170 L.F. 12" AWWA C900 DR 1 P. V. C. 100 L.F. 1 " AWWA C9 W EMBEDMENT BY OPEN CUT (OR 18J F V.C. W/CLA. F RCED RELO TION - CITY ELECIIV BETTERME TJ G EA FOMENT 640 640 630 (FORCED RELOCATIOA v CITY ELECTA ERML 12" W.L. ON +0.907- 635 635 625 630 630 620 .3 Q, 625 625 615 40+00 41+00 41+00 42+00 These plans and related nspio p,eo., `t`ifthis speiIpj.0 ly. Fe.-f thedn`er is BIRKHOFF, HENDRICKS & CARTER, L.L.P. not permitted without written authorization of ai,khoff, H-,JCAs & Cate,, L.L.P. If PROFESSIONAL ENGINEERS this d,-y is c di -yed� cu a elegy th TBPE Firm No. 526; TBPLS Firm No. 10031800 I., d y discrepancy rs nbe I-t the cZt,nni' filan e d the Bi,khnff, Hend,i,ks & 11910 Greenville Ave., Suite 600 n,tocument ie,, t n,iginul n Qum aseSne nr9inal Dallas, Texas 75243 (214) 361-7900 dll govern II N 7172460.8979 E 2552384.2893 / N 7172436.0196 STA. 44t 10.00 FURNISH & INSTALL. CDy E 2552388.2673 P.I. STA. 43t84.81 1-12' R.S. GATE VALVE A = 2325 24 " RT. FURNISH &INSTALL: / �� 1-12" 22°30' BEND PULL PIPE /h '-A y ss O 00 cP EES / N 7172363.0609 u E 2552434.7612 PROPOSED 12 / PL STA. 42-A98.29 WATER LINE A' A = 67°30 00" LT. FURNISH & INSTALL: 1-12' 45° BEND 1-12" 22'30' BEND / N 7172343.9795 E 2552421.4042 STA. 42t75.00 FURNISH & INSTALL LEGEND -- PROPOSED TXDOT R.O.W. -- EXISTING TXDOT R.O.W. Know whafs below. Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT 1-12 x8' TEE PARCEL 37 PROPOSED WATER LINE 0 20 40 60 1-8" BLOWOFF VALVE WENDY FERGUSON CALLED 2.3863 ACRES EXISTING WATER LINE 55 LF. 8" W. CAB. C, D.R.CC.T. . C. 713 HORIZOII SCALE IN FEET h ° FU6 NISH & INS TALL: EXISTING 655 665 650 z 660 12" W.L. a 1- VALVE( -GROUND LINE 665 660 " R.S. GA ON +2.009 w 645 N 655 0 655 N m 12" 11K.L. ON �91 640 650 650 645 635 645 0 L. F. 12' AWWA C90 DR 18 V.C. W/EMBEDMENT BY RELOCATION - CITY OPEN CUT _Tr0_RCSD ELECTIVE BE T 630 640 640 635 625 635 620 630 630 W J V J J J J J x^ 615 625 �1 625 LI:�1 Q (n� V �I � Q Lk: (n �I j � � I 43+00 44+00 44+00 45+00 CITY OF ANNA, TEXAS BHC THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS PROJECT NO. SHEET NO. BIDDING, OR PERMIT PURPOSES. 2016-114 WATER LINE'A' PLAN & PROFILE CRAIG M. KERKHOFF P.E. TEXAS N0. 10 106102 1 1 DATE: October 2017 STA. 40+00 TO STA. 45+00 October 2017 SED: 9/27/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P09.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 rn 00 O �' r l0 �1 d, N N W i co Z `rp J d N �Q EA —_ EXISTING TXDOT R.O.W. \ TXDOT— TXDOT M N. MON. go-- --- -- — -- -- W.M. \ N 7172564.1710 E 2552367.7760 P.I. STA. 45* 14.58 A = 8°4054" RT. FURNISH & INSTALL: 1-12" 11'15' BEND PULL PIPE PARCEL 37 R WENDY FERGUSON CALLED 2.3863 ACRES \\ CAB. C, PG. 713 D.R.C.C.T. U.S. 75 CENTERLINE STATIONING-71358+00 _ SHOWN FOR REFERENCE ONLY N 7173035.4171 (NOT LOCATION OF CENTERLINE) E 2552376.0494 STA. 49+86.57 FURNISH & INSTALL: 1-12",r8" TEE �-6" WATER LINE - 1-12" R.S. GATE VALVE (NORTH) (ABANDON IN PLACE) 0 1-12",r6" TEE x 1-6" R.S. GATE VALVE a 1—STD. FIRE HYDRANT 1-8" R.S. GATE VALVE (EAST) 30 L.F. 8" W.L. Q 1-8 "x2" REDUCER PROPOSED �rXDOT R.O.W. CONNECT TO EXIST. 2" W.L. (EAST) CUT, PLUG & ABANDON 2" W.L. (WEST) S' '1 —TXDOT MON. 47*00 N PROPOSED 30' WATER LINE ESMT. PROPOSED 12" WATER LINE A' 20".SAGE 48*00 !�10"4 14"PEC 14"PEC PARCEL 38 KENNETH E. & DELLA M. BROYLES CALLED 2.0930 ACRES CAB. C, PG. 713 D.R.C.C.T. 20"OAK 18 HB 1 Ar N 7172953.0771 r E 2552365.0402 P.I. STA. 49+03.50 A = 8'0107" RT. FURNISH & INSTALL: LEGEND 1-12" 11'15' BEND --- PROPOSED TXDOT R.O.W. IPULL PIPE -- EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE U.S. 75 NORrHBO FRONTAGE UND �--_ RD. 77 6' V REMOVE.• 9 S. Y. CONCRETE DRIVE ///, 49*00 --71 MON. REMOVE & REPLACE: h 12 S. Y. ASPHALT PAVEMENT of �x�ST sp• � 00 �4 co 0 N N (n W Z 4 J 1N 00 U O Ar � M ZN N Know mbar, below 3 Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT WATER SERVICE TABLE STATION OFFSET STA. 45+92t STA. 47+83+ 20' RT. 20' RT. 1 PARCEL 40 WELDON L. ROPER 0 20 40 60 CALLED 1.5759 ACRES CAB. C, PG. 713 D.R.C.C.T. HORIZONTAL SCALE IN FEET 680 ,v <r FURNISH 1-12" R.. 12" W.L. ON +1.009 & INSTALL: 680 GATE VAL 675 Q p Z EXISTING GROUND LINE 675 670 670 J 665 "W. L p +5.20% z 665 660 660 655 12" W.L. ON +2.0 655 50 L.F. 12" WWA C900 DR 18 P..C. 650 (f-Ofi CED REL OCI T1V£ BETT TION 650 645 645 od NLo V � � NF ` N 640� 1n ^ ^ 00 640 �� �1 �1 �I Q ������ �1 � 45+00 46+00 47+00 48+00 49+00 50+00 ese °'°°s °nd re-tl sPf thl` "°°s t°r ° "tr°�n°" °t ms sPe�it�e a CITY OF ANNA TEXAS BHC Prep°red vo le°t °°ry. ee°se °t these d°�°me°ts is BIRKHOFF, HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 PROJECT NO. n He d �.�.P. AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS SHEET NO. °rt 31kh.ffte �ks &carte, If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. 2016-114 t I., if -yg Is �°��e y . cu °° ele°- th the, y d�s°reP°r,.y r rs dH-dri me TBPE Firm No. 526; TBPLS Firm No. 10031800 CRAIG M. 'A' le°tr°°m file °rd the B�rkn°rr, He.dr�Cgi & r c°rter, 11910 Greenville Ave., Suite 600 NO. 10 1 TEXAS P.E. N0. 106102 WATER LINE PLAN & PROFILE 12 �.�.W: °rlgl°°I n° a°m aseSne °rg�°°I document ill govern II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 45+00 TO STA. 50+00 October 2017 REVISED: 9/27/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P10.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 1360+00 z --------------- 6" WATER LINE _--- 6" WATER LINE (ABANDON IN PLACE) I ` I 6- REMOVE 38 S. Y. CONCRETE DRIVE oo Cq0n / 0 ^+ 1 N tr) X FND L0 BOLLARD W N Cli W N Z BOLLARDS 00 J CONCRETE ° 00 = I DRIVE 00 n Q � L> Z BOLLARD BOLLARD FIBER 51t00 BOLLARD BUILDING BOLLARD BY OTHERS) BOLLARD BOLLARD PARCEL 40 ---. WELDON F. ROPER CALLED 1.5759 ACRES CAB. C, PG. 713 D.R.C.C.T. BUILDING C"W9. Know what's below Call before you dig CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV., 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 6 WATER LINE ELEV: 647.86 I s (ABANDON IN PLACE) REMOL/E &REPLACE.' TXDOT MONUMENT 3 13 S.Y. ASPHALT PAVEMENT I BHC #2065 w 0o N: 7177396.08 E: 2552401.32 a w OO p TXDOT DISK EELEV.,721.21 PROPOSED JO' + PROPOSED j WATER LINE ESMT. 1 BHC #2088 TXDOT R.O.W. I 1 LO N N: 7170590.35 5/8"IRF , LO E: 2551616.79 -- -- ELEV.,668.59 5/8-IRF SAPLING �10"PRSM O N TXDOT MONUMENT U.P. 52+00 53t00 8"PRSM 544-00 (n w ' SAPLING J 11 y I "' LEGEND PROPOSED 20' o"PRSM n __ WATER LINE ESMT. :FENCE H M M PROPOSED TXDOT R.O.W. W �EXISTING TXDOT R.O.W. N 7173481.6379 3w �1� I RI� PROPOSED WATER LINE 1 E 2552437.2928 w 0 1 I Z EXISTING WATER LINE I STA. 54t36.97 PROPOSED 12 u FURNISH & INSTALL: 1-12"W2" TEE WATER LINE A 2-12 R.S. GATE VALVE (SOUTH & EAST) e I - 112"x6" REDUCER I R PARCEL a1 18 L.F. 6" W.L. w j _._ID LEE WILSON & FRIAR LEE WILS3`, CONNECT TO EXIST. 6" W.L. (EAST) w � 0 20 40 60 I CALLED 1.9756 ACRES CUT, PLUG & ABANDON EXIST. 6" W.L. (WEST) Io I I CAB. C, PG. 713 D.R.C.C.T. I HORIZONTAL SCALE IN FEET U.S. 75 NORTHBOUND FRONTAGE RD. , 2 U.S. 75 CENTERLINE STATIONING SHOWN FOR REFERENCE ONLY (NOT LOCATION OF CENTERLINE) WARNING EXISTING o o OVERHEAD TXDOT R.O.W. o ELECTRICAL LINE __ __ 'm ; _ __ __ __ 5/s'IRF IN VICINITY OF a o/H ELEc o/H ELEC o/H E 0/H ELEC O/H ELEC U. STA. 51t60t o/H ELEC - - — -o/H ELEC �00 3 ` v- w W—� 1/2"I.R.F. I o WATER SERVICE TABLE STATION OFFSET STA. 51 +69+ STA. 53+54f 20' RT. 20' RT. 50+00 51+00 52+00 53+00 54+00 55+00 Tnese d f. and to tld sPf thl` "°ns CITY OF ANNA TEXAS BHC prepared for c°tshuctif of this apeci i BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 -ie°c °try. eeuse °r tt. a dnh°metes �s AND ARE NOT INTENDED FOR CONSTRUCTION, PROJECT NO. SHEET NO. °f ffkh.ffteHe d .ks &C.,te, �.�.P. If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. U.S. 75 UTILITY RELOCATIONS 2016-114 I., d,-y Is t di -yed� I. °n elec th TBPE Firm No. 526; TBPLS Firm No. 10031800 ,I d Y dsc d th.y r s nHc dri me XRAIG M. NO. 10 1 WATER LINE'A' PLAN & PROFILE 13 lectr°nm me °td the a�,knnrr, Hend,�Cks & 11910 Greenville Ave., Suite 600 TEXAS P.E. N0. 106102 c°,ce,,L.L.P.°,:9lnul n°.11 ase °r9�n°I Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 50+00 TO STA. 55+00 October 2017 document ill govern i II ;EVISED: 10/16/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P11.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 1365+00 m O O O + LC) N LC) Ln 04 N LLJ U) W z r`? J L _ `n U Q n� z I EXISTING DOT R.O.W. IEC / 0/H ELEC 0/H ELEC 0/H ELEC 0/H ELEC 0/H EL /C = U.P. 6'W V— 6'W W N 71735629275 E 2552446.5795 STA. 55+ 18.78 ' FURNISH & INSTALL: 1-12ir12" TEE y 2-12" R.S. GATE VALVE (SOUTH & EAST) I 1-12ir4" REDUCER 18 L.F. 4" W.L. CONNECT TO EXIST. 4" W.L. (EAST) CUT, PLUG &ABANDON EXIST. 4" W.L. (WEST) DENSE TREES 56*00 N -PROPOSED TXDOT R.O.W. 57+00 `U.S. 75 CENTERLINE STATIONING 0 0 ¢ SHOWN FOR REFERENCE ONLY > (NOT LOCATION OF CENTERLINE) 0, U.P. ELcZc—�/Ff ELEC =�F¢ 671-1—ECEi�--D7FT-ECEC--�-- /� O/H ELEC O/H ELEC 7 K Z 6'W —sz W — LL 58+00 PROPOSED 12" WATER LINE sl ' PARCEL 49 MJLA ADAMS, LTD CALLED 67.53 ACRES INST. NO. 20110505000462590 (TRACT 6) D.R.C.C.T. 59*00 DENSE TREES LEGEND -- PROPOSED TXDOT R.O.W. -- EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE r%) on + O O L� (D LLO LO Q (V ~ W N 695 FURNISH & INSTALL: EXISTING GROUND UNE 695 1-12" R.S. GATE VALVE 690 690 685 685 680 12' L. ON + i.00% 680 675 675 500 L.F. 12 1 WWA C900 DR 18 P..C. 670 Qj ' 4 WIEMBEOMENT FO CITY ELECTIVE BY OPEN CUT 670 ED RELOCIRON BETTERMENT) 665 o 41 o 41 N N 41 R1 665 J �_ J J J � J u, 660 LC 660 y a � � 55+00 56+00 These plans and related specifications w prepared for construction of this specific re p�oj.0 poly. Buse of these do��—e is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is —ted to a electronic file, if any discrepancy o rs nbet— the Iect... is file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases. 57+00 BIRKHOFF, HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 58+00 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 DATE: October 2017 59+00 60+00 CITY OF ANNA, TEXAS U.S. 75 UTILITY RELOCATIONS WATER LINE'A' PLAN & PROFILE STA.55+00 TO STA.60+00 Know mbar, below Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT 0 20 40 60 HORIZONTAL SCALE IN FEET BHC PROJECT NO. SHEET NO. 2016-114 October 2017 14 REVISED: 1/5/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P12.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 r'7 Ln O M O O + N (� �17L0 N Q wN rn W 0 O Z_ a? J M = oQ n � Z 1370+00 U.S. 75 CENTERLINE STATIONING SHOWN FOR REFERENCE ONLY EXISTING (NOT LOCATION OF CENTERLINE) TXDOT R.O.W. O/H ELEC ' U•P. 0/H ELEC 6' W 6' w 0/H ELEC If 61*00 DENSE TREES N PROPOSED 30" WATER LINE ESMT. 1XDOT R.O.W. 62+00 PROPOSED 120 WATER LINE A' U.S. 75 NORTHBOUND FRONTAGE RD. 0 Boa > o?o �mw a I0z 0/H EL[ ' z 0/H ELEC U.P. w O/H ELEC —6' W —6' W Al 7174317.4353 6• v _I E 2552547.4600 STA. 62+60.00 6. FURNISH & INSTALL: WATER LINE 1-12"" R.S. GATE VALVE (ABANDON IN PLACE) I Al 7174331.3119 E 2552549.3153 STA. 62*94.00 FURNISH & INSTALL: 1-2" COMBINATION AIR VALVE IN 4' DIA. MANHOLE 4-CONC. BOLLARD PARCEL 49 MJLA ADAMS, LTD CALLED 67.53 ACRES INST. NO. 20110505000462590 (TRACT 6) D.R.C.C.T. D 11`E T CS 64*00 N 7174451.5702 E 2552565.J94J P.I. STA. 64+1533 d = 7-0730 "RT. FURNISH & INSTALL: 1-12" 11'15' BEND PULL PIPE N Orn I tO +00 � N LO N !n w LU Cl J L I V Lo -- F- `r � n n 700 Z� h 700 1 RNISH & l STALL: y 12" R.S. 64TE VALVE 695 e1. EXISTING GROUND LINEZ Q p 695 690 690 ON + 100% 685 685 680 680 500 L. F. 12" AWWA C900 DR 8 P. V. C. 675 670 EMBEDMEN FORCED ELECTIV BY OPEN CUT 675 M O N �670 OTY RELOCATION BETTERMENT) _ O �i O Qom � zz o Q UQ "1 oo 3 N V � 41 41 h 41 to �l Q nQvJ �Z' M � o �;. Q ' 665 N N N N �1 � N �1 665 � � � �I j Q L y j N � ' � -Q � 60+00 61+00 These plans and related specifications w prepared for construction of this specific re p,oie,t awry. Buse of these dw,wmewts is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is .L.d to a electronic file, if any discrepancy o rs wbetw the Iectrow is file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern iw all cases. 62+00 BIRKHOFF, HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 Know what's below Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT LEGEND PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 20 40 60 HORIZONTAL SCALE IN FEET 63+00 64+00 65+00 CITY OF ANNA, TEXAS THESE DOCUMENTS ARE FOR INTERIM REVIEW BHC AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS PROJECT NO. SHEET NO. BIDDING, OR PERMIT PURPOSES. 2016-114 CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 WATER LINE'A' PLAN & PROFILE 15 DATE: October 2017 STA. 60+00 TO STA. 65+00 October 2017 REVISED: 5/24/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P13.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 N 00 � p O + CO LJO � (O u7 N Q W ~ O) IJ.1 Z � J r� n Z 1375+00 pzo U.S. 75 NORTHBOUND FRONTAGE ROAD m U.S. 75 CENTERLINE STATIONING SHOWN FOR REFERENCE ONLY z (NOT LOCATION OF CENTERLINE) � LL ELEC U.P. - - _ 0/1 ELEC O/H ELEC O/H ELEC O/H ELEC N 7174646.4632 W E 2552616.6708 P.l. STA. 66*16.85 C WATER LINE A = 7`0730" LT. (ABANDON IN PLACE) FURNISH & INSTALL 1-12" 11.15' BEND PULL PIPE TXDOT MON. z EXISTING 0/11 ELEC TXDOT R.O.W. U.P. 0/H ELEc o/H ELEc O/H ELEC - _ 0/H ELEC 0/H ELEC trr _ F. o/H -6'1/2"LR. 6' W -----G•V 6'W STA. 67*65.00 TO STA. 68+15.00 CEMENT STABILIZED BACKFILL TO A STA. 69+00.00 TO STA. 69*20.00 DEPTH OF 12" WITH 6" OF TOPSOIL CEMENT STABILIZED BACKFILL TO A ON TOP OF THE WIDTH OF TRENCH DEPTH OF 12" WITH 6" OF TOPSOIL REESTABLISH VEGETA77ON ON TOP OF THE WIDTH OF TRENCH / REESTABLISH VEGETATION r1;DOT PROPOSED W. _/ WIREE I NCE 77,661oo 67+00 68t0010 69t00 N=7174894.8900 �7 �- N E=25526624800 CP60D Z=686.22 PROPOSED 12" PROPOSED 30' WATER LINE ESMT. WATER LINE N 7174961.8030 E 2552655.00 N=7174693.2330 STA. 69t35.00 PARCEL 49 E=2552678.5600 _ FURNISH & INSTALL: MJLA ADAMS, LTD CP60D BARBED CALLED 67.53 ACRES Z=682.48 1-12" R.S GATE VALVE + WIRE FENCE INST. NO. 20110505000462590 / (TRACT D.R.0 D.R.C.C.T. / 20 L.F. BARBED WIRE FENCE DENSE TREES W rn Z J N = N O U In z PARCEL 50 THE HAROW TEXAS PROPERTY TRUST CALLED 66.560 ACRES VOL. 3345, PG. 599 D.R.C.C.T. m CSk ENT STABIL 1. 270 CEMENT STABILIZED 34CKFILL 690 �-ACKIILL TO A 690 TO A LEPTH DEPTH OF I.?" NFURNISH w, + ° OF 12" ON TOF WITH 6" OF OF THE W TOPSOIL TH OF o h 6" OF THE ES 7OPSOIL ON WIDTH OF TENCH BUSH VEG TOP OF o o A e )-12" & INSTALL: R.S. TE VALVE ce1 CH RFffTA VEGETATION e EXISTING GROUND LINEQ �O 685 680 12" w L' 685 680 290 Wt. ON -0929 2 k�1 675 675 ti j 670 C. 12" .L. ON + .36% 1� 670 506 L.F. 12" AMA C900 DR 18 P. V 665 W/EMBE MENT BY OPEN CUT o0 o O o 0 O n 0 co o o� 0 0 of O 0 pi oro o O h ^ --I 665 660 C N A of �6 FOREDRELOCA CITY EL 77VE B ON MENT) q� q? ^ 0 ^ co • of Oi N ,i660 -i to �^ 655 � � � : �I LC ' �I ' QIQZ �I �I ' QZ QIQZ �I �� �I LC �� Q to �I ^ �I L,:655 Know whaft below. Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT LEGEND -- PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 20 40 60 HORIZONTAL SCALE IN FEET 65+00 66+00 67+00 68+00 69+00 70+00 ese °'°ns °nd re-tl sPf thl` "°ns r°, c°nsc�°�n°n °r this sPe�it�H a CITY OF ANNA TEXAS BHC P�eP°.Hd vo 1e°c °nly. eeuSH °r these dn� -te is BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 PROJECT NO. n He d �.�.P. AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS SHEET NO. °rtaPkh.ffte �ks &C-te, If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. 2016-114 I., d,-y Is �°n"e y . cu °n ele - th d y nd r �s hHween the TBPE Firm No. 526; TBPLS Firm No. 10031800 CRAIG M. 'A' ,I th. IHctr°nm me °nd the .i.khnrr, HHndriCks & 1 c°,cH,, 11910 Greenville Ave., Suite 600 NO. 10 1 TEXAS P.E. N0. 106102 WATER LINE PLAN & PROFILE 16 L.L.P.°rlginul n°.11 as- °r9 n°I document ill govern i II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 65+00 TO STA. 70+00 October 2017 REVISED: 1/5/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P14.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 O O O + N O to CA wN W 0) Z N J N = oU r Q n � .A 1380+00 U.S. 75 CENTERLINE STATIONING U.S. 75 NORTHBOUND SHOWN FOR REFERENCE ONLY o o FRONTAGE ROAD (NOT LOCATION OF CENTERLINE) o o i mw i z � z o GRAVEL E DRIVE 18"R.C.P. H ELEC 67Fr — o/• u--. 6' W _ •v v EXISTING TXDOT R.O.W. TXDOT MON. G.W. — o/H ELEC DALLAS GPS = 3 0/H ELEC O 0/H ELEC 0/H ELEC _ —— " v N 7175513.6778 E 2552707.4020 6" WATER LINE STA. 74+90.00 I 3 FURNISH & INSTALL: (ABANDON IN PLACE) 1-12" R.S. GATE VALVE I 5 a TXDOT PROPOSED MON. TXDOT R.O.W. -- -- -- -- -- -- �--� 73+00 74t00 TXDOT --- -- -- --..............MON. _ - o 72+00 71t00 ----- DENSE TREES N N 7175344.7299 —�� E 2552684.81JO P.I. STA. 73+ 19.55 A = 7°0730" RT. PROPOSED 30' PROPOSED 12 FURNISH & INSTALL: N 7175143.2116 WATER LINE ESMT. , , 1-12" 11°15' BEND LEGEND E 2552683.0879 WATER LINE A PULL PIPE P.l. STA. 71*18.02 -- PROPOSED TXDOT R.O.W. A = 7°0730" LT. PARCEL So EXISTING TXDOT R.O.W. FURNISH & INSTALL: PROPERTY TRUST HE HACAOLLEDE66.560 PROPOSED WATER LINE 1-12' 11°15' BEND ACRES PULL PIPE VOL. 3345, PC. 599 EXISTING WATER LINE D.R.C.C.T. Knoww ,t°sbelow 3 Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 N ELEV, 647.86 O � TXDOT MONUMENT O + 00 O BHC #2065 N: 7177396.08 N E: 2552401.32 LO ELEV: 721.21 TXDOT DISK N U7 L-I BHC #2088 N: 7170590.35 LLJ tD E: 2551616.79 Z ELEV: 668.59 00 TXDOT MONUMENT J to r-4 = N U `O r- r- Q r- z O ' 705 A ^ FURNIS 1-12" & INSTALL 705 .S. GATE V LIE EXISTING GROUND LINE 700 - 141. ON + .72% 700 695 695 AAf 690 12 ° W.L. o ^ z IN 690 Qo �z 685 685 500 L.F. 12" AWWA 900 DR 1 P. V. C. 680 WIIEUBEDMEV7 BY OPEN CUT 680 CIrY FORCED ELECTIVE LOCATION BETTERMEN) 675 LC J 675 ^ 670 Q Z �670 Q� C y � a 0 20 40 60 HORIZONTAL SCALE IN FEET 70+00 71+00 72+00 73+00 74+00 75+00 prepared for c°nstmctif a this ep e e e Tnese °'af, and .elated sPf thl, ep h. i pe ittely. eerie a, mere dahnments �s art3Pknoif�eHe a .ks &C-te, �.�.P. If ms d,-y Is ean�e.teda cu an elect th el r, Y ds-d they r rs nH-driet— me le�tr°nit e.j and the a�.knarr, Hendricks & carter, L.LW original no a°m aseSne °rg n°I document ill govern II BIRKHOFF HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. NO. 10 1 TEXAS P.E. N0. 106102 DATE: October 2017 CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. 2016-114 October 2017 SHEET NO. 17 WATER LINE'A' PLAN & PROFILE STA. 70+00 TO STA. 75+00 REVISED: 1/5/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P15.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 — — — — — — — — — — — — — — — — — — — — — — — — — Z G.W. W.R.O.W.G.W. U.P. U.P. m� _ H c O/H ELEC —0/H ELEC -- � —eW G.W. G.W. 0/H Voz ELIE'Z _ V 6' V N C14 O r O 00 + O to C-4 r- Ln -- -- -- -- -- -- --- LLI N 76+00 77+00 Co W m Z Ln J N ri N = _ Lr) U Lr) Q r PROPOSED 30' z I WATER LINE ESMT. PROPOSED TXDOT R.O.W. PROPOSED 12" WATER LINE ;4' PARCEL 50 THE HAROW TEXAS PROPERTY TRUST CALLED 66.560 ACRES VOL. 3345, PC. 599 D.R.C.C.T. U.S. 75 CENTERLINE STATIONING ������ EXISTING SHOWN FOR REFERENCE ONLY DOT R.O.W. (NOT LOCATION OF CENTERLINE) 5/8-IRF o _ �6. W U.P. �C 6 6' WATER LINE o (ABANDON IN PLACE) 3 m a TXDOT MON. 78+00 79+00 N 7175938.8785 E 2552764.2529 P.I. STA. 79+ 18.98 A = 1'43'06" LT. PULL PIPE LEGEND -- PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE r O O't? + CV r t- 000 U') Lo 14, N U) w W rn ZU) O J � O O �O r z m 720 720 Q 715 EXISTING GROUND LINE 715 710 710 705 12" L. ON + .72% 705 700 700 500 L.F. 12"A WWA C900 DR 18 P..C. 695 WIEMBEOMENT BY OPEN CUT 695 FO CITY ELECTIVE ED RELOO BETTERMENT) TION 690 h N e M n ,i690 N V N �I 685 3 N N N Q N h N �1 685 � �I ' Know mbar, below Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT 0 20 40 60 HORIZONTAL SCALE IN FEET 75+00 76+00 77+00 78+00 79+00 80+00 Tnese d f. and trl tld sPf thl` "°ns rej.0 for cFR.— of of this apecif ce a CITY OF ANNA TEXAS BHC p °try. eeuse °r a d°h°metes Is BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 PROJECT NO. -ie°c tt. He d .ks �.�.P. AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS SHEET NO. °rt Bikh.ffte &C.L., If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. 2016-114 I., if -yg Is t di -yed� cu °n elec th rne, d y dsc t �s nHc me TBPE Firm No. 526; TBPLS Firm No. 10031800 M. d thty lectr°nm e.j °td the a�.kn°rr, Hetd�l & dri c 11910 Greenville Ave., Suite 600 XRAIG NO. 10 1 TEXAS P.E. N0. 106102 WATER LINE'A' PLAN & PROFILE 18 Cks LLW: °rlginul n° a°m aseSne °rg�n°I document ill govern II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 75+00 TO STA. 80+00 October 2017 4SED: 1/5/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P16.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 r r- O O N + r O N 00 to N F_ LJ (n 1390+00 U.S. 75 CENTERLINE STATIONING SHOWN FOR REFERENCE ONLY (NOT LOCATION OF CENTERLINE) — -_— EEL �• W 6' ' Tr WATER (ABANDON IN PLACE) 5/8"IRF N 7176038.3789 E 2552774.5302 P.I. STA. 80+ 19.01 A = 1 °43'06" RT. PULL PIPE 8 N 7176118.6504 E 2552785.2628 STA. 81 +00.00 FURNISH & INSTALL: 1-12" R.S. GATE VALVE 82+00 I I � — — — — — — — — — — — Icnowwhat°sbelow• o U.S. 75 NORTHBOUND Call before you dig. S Z FRONTAGE ROAD 'x r m w xa o o CONTROL POINTS: BHC # 18 N: 7176733.32 SIGN 5 E: 2552857.26 ELEV: 723.97 EXISTING TXDOT MONUMENT TXDOT R.O.W. €t ELK TELE.BX. N #2051 N: 7169089088.28 - 6• W FIBER OPTIC SIGN* U.P. ® E O r E: 2552021.29 6' W O N ELEV., 647.86 6' W + 00 TXDOT MONUMENT TXDOT PROPOSED R.O.W. 6' W 2065 00 00 NH 71# 7396.08 E: 2 401.32 -- -- -- - Q N ELEV: V: 1.21 TXDOT DISK DISK 83+00 84+00 N W BHC #2088 LJ r7 Z N N: 7170590.35 E: 2551616.79 N J ELEV: 668.59 TXDOT MONUMENT 1=(0 PROPOSED 30' WATER LINE ESMT. I Z PROPOSED 12" WATER LINE ;4' PARCEL 50 THE HAROW TEXAS PROPERTY TRUST CALLED 66.560 ACRES VOL. 3345, PG. 599 D.R.C.C.T. LEGEND -- PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE O Oi ' 725 H` 2 14725 720 FURNISH & INSTALL: IE 720 1-12" R.. GATE VAL EXISTING GROUND LINH 715 715 710 705 710 L.F. 12 705 50 1 WWA C900 DR 18 P..C. 700 vQ Oi- Q n� K WIEMBEOMENT (FORCED CITY ELECTIVE BY OPEN RELOC SETT CUT 700 TION RMENT) 695 41 n -,i M N N n ,i695 n ^ UL: n 690 LA� 690 LI: y Q� Lk: LC 0 20 40 60 HORIZONTAL SCALE IN FEET 80+00 81+00 82+00 83+00 84+00 85+00 press d f. and trl tld sPf thl` "°ns prepared for cFR.- of of this apecif e e ,. ie°c °try. eeuse °t mess dnh°metes is °rtaPkh.ffte He d .ks &carte, �.�.P. If I., d,-y Is t di -yed� cu °n elec th tne, d y dsc d thty t �s necween me lectrr, L. the °td the ai.knnrr, HendriCgi & c°,ce,, t . °,:9 nul n°.11 ass °r9 n°I document ill govern i II BIRKHOFF HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. NO. 10 1 TEXAS P.E. N0. 106102 DATE: October 2017 CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. 2016-114 October 2017 SHEET NO. 19 WATER LINE'A' PLAN & PROFILE STA. 80+00 TO STA. 85+00 REVISED: 1/5/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P17.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 t0 04 N O O 00 + 0000 U0 � 00 N Ld (n 1395+00 U.S. 75 NORTHBOUND U.S. 75 CENTERLINE STATIONING — — � m w SHOWN FOR REFERENCE ONLY 2 0� FRONTAGE ROAD (NOT LOCATION OF CENTERLINE) %48'R.C.P, i FAVEL' 1 DRIVE r 1/2"1 R.F1ZL 4-0 -0� PARCEL 50 THE HAROW TEXAS PROPERTY TRUST CALLED 66.560 ACRES VOL. 3345, PG. 599 D.R.C.C.T. TXDOT MON. DENSE I 1 PARCEL 51 ANNA 31 RETAIL, 0.101 ACRES BEING OF A CALLED 33.215 �VOL. 4565, PG. 1 I D.R.C.C.T. 1 'F --- J BHC C.P.#1299 N: 7176733.32 E: 2552857.26 - ELEV: 723.97 TELE.BX. _TELE.BX. TXDOT MONUMENT DER 6- W G.W. 6' W — *—TXDOT MON. O 87+00 y N I I PROPOSED 30' N 7176716.3318 WATER LINE ESMT. E 2552865.1751 STA. 87+03.00 FURNISH & INSTALL: I 1-12" R.S. GATE VALVE MON. N 7176731.5378 E 2552867.2082 P.I. STA. 87* 18.34 A = 4°4549" RT. PULL PIPE N 7176725.5907 E 2552866.4130 STA. 87+ 12.34 FURNISH & INSTALL: 1-2" COMBINATION AIR VALVE IN 4' DIA. MANHOLE 4—CONC. BOLLARD 88t00 — EXISTING TXDOT R.O.W. 6' W — PROPOSED / DOT R.O.W. PROPOSED 12" WATER LINE '4' PARCEL 52 ANNA 31 RETAIL, LP CALLED 31.391 ACRES INST. NO. 20060630000903120 D.R.C.C.T. 89Y-00 U.G.P. HTRAFFIC SIGN U.G.P. U.P. 6" WATER LINE (ABANDON IN PLACE) LEGEND -- PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE O 10".') O rn N U7 fQ N (/) w Woo Z _J two U0 1` MN rM4 730 Zh N dCC �CC -T- 730 FURNISH 1 & STALL: tooII Q3 _ 12" R.S.TE VALVE 725 725 EXISTNG GR UIND LINE 720 720 715 12" W.L.ON f0. 4% 2" W.L. OV -0.78% 715 710 710 500 L.F. 12" A WWA C900 R 18 P. V.C. 705 ¢ WIEMBEL (FORCED CITY ELECTIVE VENT BY 0 RL-LOCA27ON BETTERMENT) EN CUT 705 700 J 7OO 1 1 �I 695 y co U ^ ^ N LA�695 � L j ( � - L LA� LC Know mbar, below Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT WATER SERVICE TABLE STATION OFFSET STA. 86+00+ 20' RT. 0 20 40 60 HORIZONTAL SCALE IN FEET 85+00 86+00 87+00 88+00 89+00 90+00 ese °'°"s °nd ,e-tl sPf thl` "°°s t°. °°°str°�n°" °t ms sPe�it�e e CITY OF ANNA TEXAS BHC Prep°,ed vole°t °°ly. ee°se °t these d°� —b, is BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 PROJECT NO. with.n �.�P. AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS SHEET NO. °f ffkh.ffe[ os &C.,te, If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. 2016-114 t I., if -yg Is � di the, y ds°,eP -yed. cu °° ele°- th r rs hH-dri me TBPE Firm No. 526; TBPLS Firm No. 10031800 CRAIG M. r le°tr°°m file °rld the a�,kh°rr, He"dr�Cgi & th. c°rb,r, 11910 Greenville Ave., Suite 600 NO. 10 1 TEXAS P.E. N0. 106102 WATER LINE'A' PLAN & PROFILE 20 LLW: °rlgl°°I n° a°m aseSne °rg�°°I document ill govern II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 85+00 TO STA. 90+00 October 2017 EASED: 5/24/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P18.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 13g9+p0 / - N U.S. 75 S 70 TRAFFIC F CENTERLINEp SIGN m STATIONING �" c SHOWN FOR gzo 0 0, U.P. REFERENCE ONLY -+ K (NOT LOCATON p _ OF CENTERLINE)' - - - - - O "- O C' ' 0 6" WATER LINE N (ABANDON IN PLACE) N 0) -� NQ - w oW _ coo J oV rr r `l EA -r ` PROPOSED 12" WATER LINE E' 9- RELOCATE FIRE HYDRANT ASSEMBLY r 1g. WARNING TO STA. 92+00 SIGN R•C.P. VAULT -` UNDERGROUND ax. G.W. - - ELECTRICAL LINE ® G W U.P._�_ - - - - - % IN VICINITY OF GAS TE STA. 92+52t F.H. oiH E�Ec STATION 12" WATER LINE v- (ABANDON IN PLACE) U.P. N 7177186.9744 N 7177192.9685 U.G.P. U.G.P. E 2552996.8797 £ 2552994.4591 2' V � PA STA. 91-I-93.54 STA. 92+00.00 D CONCRETE U.G.P. RELOCATE EXISTING FIRE - A = 45°0000" RT. HYDRANT ASSEMBLY DRNE j L FURNISH & INSTALL: ` OPTIC 1-12" 45° BEND • 3" 01�.OT TXDOT R.O.W. f/U 93t00 91t00 N 7177103.0916 N 7177024.3063 E 2552963.2812 £ 25529J1.4657 STA. 91t03.05 = P Z STA. 90+ 18.08 W.L. E' STA. 6+58.78 A = 9"J6J9" RT. CONNECT TO WATER LINE E' FURNISH & INSTALL: FURNISH & INSTALL: 1-12" 11'15' BEND 1-12" R.S. GATE VALVE (SOUTH) PULL PIPE 1-12"x12" TEE EXISTING �TXDOT R.O.W. G.W. r W G.W. (/S i ROgpUNO [R OPTIC SIGN _TXDOT MON. CONCRETE n' SIGN WALK 8"EL N 7177183.7202 /° U.G.P. \\ ^' £ 2552995.8411 \ U P.I. STA. 91+90.00 REMOVE & REPLACE: \ t A = 45'0000" LT. 118 S.Y. CONCRETE DRIVE TECT FURNISH & INSTALL: 57 LF. 6" MONOLITHIC CURB l - pq EMENT 1-12" 45° BEND 73 L.F. FULL DEPTH SAWCUT PROTECT TREE & LONGITUDINAL BUTT JOINT ' PROTECT SIGN ' - CONCRETE PARCEL PROPOSED 12" ANNA 31 RETAIAI L, LP CALLED 31.391 ACRES WATER L/NE A' INST. NO. 20060630000903120 D.R. C.C.T. WARNING WAM PARKING UNDERGROUND R �° GAS LINE IN VICINITY OFa STA. 92+02t REMOVE & REPLACE: 48 S Y. CONCRETE WALK 4 L.F. FULL DEPTH SAWCUT \ & LONGITUDINAL BUTT JOINT 1-BARRIER FREE RAMP \_ , N 7177339. J702 '\ '\\ £ STA. J+57. P.l. STA. 93t57.89 A = 32'01 42" RT. & INSTALL: \FURNISH 1-12" 2230' BEND 1-12" 11'15' BEND PULL PIPE CUT, PLUG, & ABANDON EXIST. 12" W.L. (SOUTH) J_ WARNING `L OVERHEAD ELECTRICAL LINE & UNDERGROUND FIBER OPTIC LINE _IN VICINITY OF N 7177351.1225 E 2553072.1869 etF \_ 89 STA. 9J+7WATER LINE END WATER LINE A' ° \ CONNECT TO EXIST. 12" WATER LINE FURNISH & INSTALL: 1-12" R.S GATE VALVE �\ \ - "EL EXISTING 12" W.L. TO REMAIN IN SERVICE LEGEND -- PROPOSED TXDOT R.O.W PARCEL 53 HWY 75/ANNA PROPERTY, LP EXISTING TXDOT R.O.W. CALLED 1.696 ACRES PROPOSED WATER LINE VOL. 6024, PG. 4398 D.R.C.C.T. EXISTING WATER LINE O OCC by m ' 41 O M 725 725 FURNISH & INSTALL: 720 E 720 F1-12" R. 5 GAT£ VAL I, RNISH & l STALL: 1 12" R.S. TE VALI/E 715 12" WL. EXISTNG GROUIND LIE 715 ON -0.769 - _ z �s 710 1 12" ExIsrlNc " W.L• 12" W.L. 710 W°L. ON 1.50% 1 -0.709 705 S Q 705 377.89 L.F. 12" AWWA C900 DR 8 P. V C. W EMBEDMENT BY OPEN 6 UT FORCED R LOCATION ^ 3 700 Cl ELECTIVE BETTERMEN �' 700 O O N -.a O� n K o W^cnh n o N ho^ cn h y n O n o 695 V :0 695 v � Q � (0 � J I I ' a �i � � � �i Q � � � LI: Q ': 'z 690 � 690 / Know whaft below. Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT WATER SERVICE TABLE STATION OFFSET STA. 92+66t 22.5' RT. 0 20 40 60 HORIZONTAL SCALE IN FEET 90+00 91+00 92+00 93+00 94+00 94+40 Tnese d for and .elated sof thl° "°ns prepared for cFR.- of of this apeci a -ie°c °try. ee°se o, tt. a doh°metes �s of BikhoffteHe d �ks &carte, �.�.P. If I., if -yg Is o di -redo to on ele° th ,ne, r, Y ds° d th. ors nHc dri me leotronm ele otd the a�.knorr, Hendr�Cks & caner, LLW: orlginol no a°m aseSne organ°I document ill govern II BIRKHOFF HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. NO. 10 1 TEXAS P.E. N0. 106102 DATE: October 2017 CITY OF ANNA TEXAS f U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. 2016-114 October 2017 SHEET NO. 21 WATER LINE'A' PLAN & PROFILE STA. 90+00 TO STA. 93+77,$g REVISED: 5/30/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL A P&P19.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 PARCEL 18 I I WHV, INC. VOL. 6026, PG. 1159 R D.R.C.C.T. N 7168534.0304 N 7168543.3850 E 2551469.2864 E 2551468.1123 II P./. STA. 1 *00.57 STA. 1+10.00 A = 4834:30" LT. FURNISH & INSTALL: N 7168654.5834 FURNISH & INSTALL: 1-8ir6" TEE E 2551454.1558 1-8" 45° BEND 1-6" R.S. GATE VALVE (WEST) P.I. STA. 2*22.07 PULL PIPE 1-STD. FIRE HYDRANT A = 26°5754" LT. CUT, PLUG & ABANDON EXIST. 6" W.L. (NORTH) 5 L.F. 6" W.L. I FURNISH & INSTALL: I 1-8" 2230' BEND 1-8" 11°15' BEND PULL PIPE \ \ v W..M.I W.M. W.M. N 7168697.4793 E 2551425.0926 P.I. STA. 2+73.89 A = 57'09'46" RT. FURNISH & INSTALL: 1-8" 45° BEND 1-8" 11°15' BEND PULL PIPE DENSE TREES 2+00- N 7168519.0330 E 2551456.0547 STA. 0+80.57 BEGIN WATER LINE B' PROPOSED 15' CONNECT TO EXIST. 6" WATER LINE �x o C I WATER LINE ESM FURNISH & INSTALL: o I 1-8"x6" REDUCER 1-8" R.S. GATE VALVE I W. W.M. W.M. 0 N 7168712.3082 E 2551431.4006 STA. 2*90.00 FURNISH & INSTALL: 1-8"x8" TEE 1-8" BLOWOFF VALVE 20 L.F. 8" W.L. DENSE \RF_ES ~ ,3f p0 / STA. 3+05.00 TO STA. 3+85.00 80 L.F. 8" AWWA o C900 (DR 18) P. V. C. W/ CLASS GoF ' EMBEDMENT <"s� � - PROPOSED 8" WATER LINE B' V -6' �6" WATER LINE (ABANDON IN PLACE) 'ARCEL 19 [L CLAY MILLER 5.955 ACRES B, PG. 800 D.R.C.C.T. Knowwha t below DENSE TREES / 14"D BD // 14"ELM • r 3-4"Cf TT gxOp 14"BD \ 2-4"COTTNW \ 8"ELM 4"HB 2-4"HB PROPOSED \ 3 TXDOT R.O.W. EXISTING d TXDOT R.O.W. .- �S 8-9 //O// 'z / U.S. 75 CENTERLINE STATIONING RQ UNQ 200 0 // Z FUTURE TXDOT // %/ �� CULVERT SHOWN FOR REFERENCE ONLY - (NOT LOCATION OF CENTERLINE) // //// / 1315II+00 L N 7168897 7224 E 2551510.2727 P./. STA. 4*91.49 A = 6°49'19" LT. FURNISH & INSTALL: 1-8" 11°75' BEND PULL PIPE WATER SERVICE TABLE STATION OFFSET STA. 1+49t 7.5LT. STA. 1+57t 7.5' LT. STA. 1+67t 7.5' LT. * WATER METER FOUND Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT LEGEND -- PROPOSED TXDOT R.O.W. -- EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE mCC 655 INSTALL: o O o 655 FURNISH 1-8" RS o GATE VAL O Z EXISTING GROUND LINEZ O O Z O Z � 650 650 645 09 645 8" •L. ON - •mz ON -0. co- d 640 7- 640 o m oa M Q (DR CLASS 8)" P. V. C. G EMBEDM VT "� Q $ 635 635 225 L. 8"AWWA 900 OR 1 P.VC. h FORC D RELOCATION) m 115 L.F. "AWWA C 0 EMBEDMENTBY -(FORCEDELOCAT/ON OPEN OUT 8" {y[• (OR 18) P.VC. W7 Ek BEDMENT B 630 3 OPEN CUT 630 W J V N , o o�=°.�'� o N Fill V�--o'\i O �625 o o o On W ^� V J 625 ^�oW�o�� h. v v �I 620 620 Q �I� 4: o j � � �I Q L� Ln V �I � L< Q �I Q V j � o a o 0 20 40 60 HORIZONTAL SCALE IN FEET 0+00 1+00 2+00 3+00 4+00 5+00 Tnese d f. °°d t-tld sPf thl` "°ts prepared for °FR.- of of this apeci a -Tate °try. ee°se °, mesa d°h°metes �s °f 31kh.ffteHe d .ks &C-te, �.�.P. If I., d,-y Is t°t�e.ted. cu °t eie - th ,ne, r, Y ds-d th.y r s nH-dri me le°tr°tm ,ne °td the a�.kn°rr, Hetd.�Cks & c°.re., L.L.P. °.:9�t°i n .11 aseSne °r9�t°i document ill g°vem II BIRKHOFF HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. NO. 10 1 TEXAS P.E. NO. 106102 DATE: January 2017 CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. 2016-114 January 2017 SHEET NO. 22 WATER LINE'B' PLAN & PROFILE STA. 1+00 TO STA. 5+00 REVISED: 1/5/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL B P&P01.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 1/5/2017 rn ('0O N O + 2-4."HB h h 2-4"HB w� " 10'HB 2 £ N k/ 2-6"HB 4 6"HB _ 2_8, I PARCEL 19 MICHAEL CLAY MILLER CALLED 5.955 ACRES CAB. B, PG. 800 D.R.C.C.T. PROPOSED 8" 2-4"ELM 0 LM WATER LINE B' 03-4"ELM "�'J 4"ELM 3-2"ELM 04-4"ELM N 7169112.4874 E 2551539.8259 STA. 7* 10.02 = W.L. D' STA. 1 tOO.00 CONNECT TO WATER LINE D' FURNISH & INSTALL: 1-12'N12" TEE 2-8X12-REDUCER (NORTH & SOUTH) 1-8" R.S. GATE VALVE (SOUTH) W 04"CDR w� �\ � 4"H6 2-6"HB �PRSM — 4"CDR _4"CDR0 - 6tOO Q 4"CDR x x _ x 4"CDR 4"CDR c 6' W� �6' V N 7168987.3750 E 2551536.3567 P.I. STA. 5+84.86 A = 14'38 02" LT. „ FURNISH & INSTALL: PROPOSED 12 1-8" 11.15' BEND WATER LINE D' PULL PIPE azo — �c�C m — — CD REMOVE & REPLACE: I , 8 S. Y. GRAVEL DRIVE 4"PRSM I it 710O —°� M. 4"PRSM —B.iRS 2-4"PRSM HOG WIRE FENCE GRAVEL DRIVE I I I` I I U.S. 75 CENTERLINE STATIONING SHOWN FOR REFERENCE ONLY (NOT LOCATION OF CENTERLINE) I R HOG WIRE FENCE I REMOVE &REPLACE.• 15 L.F. HOG WIRE FENCE I in I I K 9+00 PARCEL 20 JANANE HASSAN (CALLED 2.50 ACRES) CAB. B, PG. 800 D.R.C.C.T. WATER SERVICE TABLE STATION OFFSET STA. 7+88t STA. 9+24t 7.5' LT. 7.5' LT. � f PROPOSED 15' � PROPOS SIGN TXDOT R. UGC WATER LINE ESMT. ������6' WATER LINE DON IN PLACE SIGN - - — 6' V STING TXDOT R.O. WARNING UNDERGROUND FIBER OPTIC & TELEPHONE LINES IN VICINITY OF PROJECT WARNING UNDERGROUND ELECTRIC LINE IN VICINITY OF PROJECT U.S. 75 SOUTHBOUND FRONTAGE ROAD -- 1320+00 Know mba&t,,b el 3 Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 O 00 ELEV., 723.97 + ^ TXDOT MONUMENT 0 L BHC #2051 � N: 7169088.28 L0 E: 2552021.29 Q N ELEV.,647.86 TXDOT MONUMENT NW BHC #2065 LLJ C N: 7177396.08 Z E: 2552401.32 J r7 ELEV. 721.21 nj TXDOT DISK =o („) BHC #2088 H N: 7170590.35 Q E: 2551616.79 n ELEV: 668.59 z TXDOT MONUMENT 660 �2 - "i- QL: -7 660 ti Zo FURNISH & INSTALL: 8" W.L. ON +6.20Z 1-8" R.S GATE VAL V 655 y EXISTING GROUND LINE 655 650 650 A 1(d 645 X 645 8" .L. ON + .54% 640 640 500 L.. 8" AWWA C9O0 DR 18 P. V. C. 635 o _ p N Y/EMBEDME T BY OPEA CUT 635 FORCED RELOCATION 630 o km h oo o N <r ro 630 0 �3 . o WoO�� ao �_ ro 03 625 m : ro : 'R ro '� a Li oa W ¢k � 'c �_ ro 625 LI: LA� Lk: �n LI: N a a Ll: LEGEND -- PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 20 40 60 HORIZONTAL SCALE IN FEET 5+00 6+00 7+00 8+00 9+00 10+00 These d f. °nd to tld sPf thl` "°°s t°. °°°str°�n°� °t ms sPe�it�e e CITY OF ANNA TEXAS BHC Prep°,ed vo j.0 °°ly. FR.— °t these d°�°me is BIRKHOFF, HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 PROJECT NO. d .ks �.�.P. AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS SHEET NO. °f 31kh.ffteHe &C.,te, If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. 2016-114 t I., if a yg Is �°��er<ed� cu °° ele°t th the, y d�s°reP°r,.y r rs hHt me TBPE Firm No. 526; TBPLS Firm No. 10031800 CRAIG M. 'B' r le°tr°°m file °rd the a�,kh°rr, He.dr�Cgi & dri c°rter, 11910 Greenville Ave., Suite 600 TEXAS P.E. N0. 106102 NO. 10 1 WATER LINE PLAN & PROFILE 23 LLW: °rlgl°°I n° a°m aseSne °rg�°°I document ill govern II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 5+00 TO STA. 10+00 October 2017 REVISED: 1/5/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL B P&P02.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 O 0q O + uD O N L.I (n rn LEI N Z n —i N O = U cOD Q EA PARCEL 20 JANANE HASSAN (CALLED 2.50 ACRES) CAB. B, PG. 800 D. R.C.C.T. R I I 1 /2"I.R.F. PARCEL 21 JANANE HASSAN CALLED 2.50 ACRES CAB. B, PG. 800 D.R.C.C.T. N 7169656.1881 E 2551554.9019 P.I. STA. 12+53.93 PIPE RAIL PROPOSED 8" A = 52758" RT. FENCE WATER LINE B PULL PIPE �n W. M 11*00 12f00 13t00 PROPOSED 15' PROPOSEDMON. TXDO WATER LINE ESMT. TXDOT R.0.W PIPE RAI FENCE I ,�6" WATER LINE —6• V ABANDON IN PLACE) E � O 6' V EXISTING— TXDOT R.O.W. 3 U.S. 75 SOUTHBOUND FRONTAGE ROAD —6• w I Imo— -----------------6. PARCEL 22 PANKAJ & ANJANA SHAH CALLED 5.00 ACRES CAB. H, PG. 800 D.R.C.C.T. N 7169822.8629 E 2551575.5278 WATER SERVICE TABLE STATION OFFSET STA. 11 +59+ STA. 14+99t 7.5' LT. 7.5' LT. STA. 13t38.00 TO STA. 1J*80.00 P.I. STA. 14+21.88 42 L.F. 8" AWWA C900 (DR 18) A = 5°2758" LT. P. V C. W/CLASS G EMBEDMENT PULL PIPE I O REMOVE & REPLACE.. O rn 241 L.F. PIPE RAIL FENCE O CD LO n Ln r — L7 W.M. JD <cc14 14t00 N LD �7 "TT`FTi7Y -------- W CD JD O Cn rn NO r Know mbar, below 3 Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT LEGEND �_ �_ -- I --- PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE J��FUTURE TXDOT o EXISTING WATER LINE CULVERT o --- -�� — - 5 C) �—m s N U.S. 75 CENTERLINE STATIONING 0 20 40 60 SHOWN FOR REFERENCE ONLY (NOT LOCATION OF CENTERLINE) _ 1325+00 HORIZONTAL SCALE IN FEET 10+00 11+00 12+00 13+00 14+00 15+00 Tnese °ts °°d'—to sof thl` "°ts CITY OF ANNA TEXAS BHC prepared only. °FR.— of of this apeci a BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 -ie°c °try. ee°se °, tt. a d°h°metes �s AND ARE NOT INTENDED FOR CONSTRUCTION, PROJECT NO. SHEET NO. of 31kh.ffteHe d �ks &C.L., �.�.P. If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. U.S. 75 UTILITY RELOCATIONS 2016-114 I., d,-y Is t°t�e.ted. to °t eie - th TBPE Firm No. 526; TBPLS Firm No. 10031800 ,ne, r, Y ds-d th.y r s nH-dri me CRAIG M. NO. 10 1 WATER LINE'B' PLAN & PROFILE 24 le°tr°tm ,ne °td the a�.kn°rr, Hetd.�Cgi & 11910 Greenville Ave., Suite 600 TEXAS P.E. N0. 106102 c°.ce.,L.L.P.°.:9�t°i n .11 aseSne °r9�t°i Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 10+00 TO STA. 15+00 October 2017 document ill g°vem II REVISED: 5/24/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL B P&P03.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 PARCEL 22 PANKAJ & ANJANA SHAH R CALLED 5.00 ACRES I� CAB. IT, PG. 800 D.R.C.C.T. I I I O W �t z LO _ -- � J O O = 0) PARCEL 23 R PANKAJ & ANJANA SHAH CALLED 5.00 ACRES CAB. H, PG. 800 D. R.C.C.T. I N 7169920.9463 E 2551578.2474 STA. 15+20.00 REMOVE & REPLACE. FURNISH & INSTALL: 464 L.F. PIPE RA/L FENCE 1-8" R.S. GATE VALVE I 14 16*00 I 17*00 PROPOSED 8" WATER LINE 18' 18i-00 PE RAIL FENCE PROPOSED PROPOSED 15' U TXDOT R.O.W. WATER LINE ESM ro , , I REMOVE & REPLACE.• CON REfE 9 Sy CONCRETE DRIVE b1l, 38 L.F. FULL DEPTH SAWCUT z & LONGITUDINAL BUTT JOINT SIGN ®W.V. .M. UNDERGROUND o Wr/ \ ���6" WATER LINE o CABLE (ABANDON PLACE) � 16 C.M.P.j o 3 J EXISTING o z RAVEL MARKER TXDOT R.O.W. m w 5 PARCEL 24 PANKAJ & ANJANA SHAH CALLED 5.00 ACRES CAB. IT, PG. 800 D. R.C.C.T. WATER SERVICE TABLE STATION OFFSET STA. 16+24+ STA. 18+62t 7.5' LT. 7.5' LT. * WATER METER FOUND 19*00 --fir--- -- -- 1 SIGN J UNDERGROUND CABLE � - — — — — 6' V DRIVE WARNING f GRAVEL : I UNDERGROUND Roo DRIVE U.S. 75 SOUTHBOUND FIBER OPTIC & LL N FRONTAGE ROAD _ _ U.S. 75 CENTERLINE STATIONING TELEPHONE LINES _ _ _ _ SHOWN FOR REFERENCE ONLY — — — — IN VICINITY OF — — — — — — — — — — — — — — — — — (NOT LOCATION OF CENTERLINE) PROJECT 1330+00 PARCEL 25 GREGORY L. & NATALIE WAGES CALLED 5.00 ACRES CAB. H, PG. 800 D.R.C.C.T. T Know mba&t,,b el 3 Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT LEGEND -- PROPOSED TXDOT R.O.W. -- EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE WARNING UNDERGROUND FIBER OPTIC & TELEPHONE LINES 0 20 40 60 IN VICINITY OF PROJECT 11„ - - HORIZOII SCALE IN FEET 670 E INSTALL GATE VALVE EXISTING GROUND LINE 670 FURNISH 1-8' R.S. 665 665 660 W.L. ON +2 88% 660 655 655 8" W.L. N f0.30 1 650 _ 650 500 L.F.8'AI#WA C900 R 18 P. V. . 645 W ° _ W/EMBED ENT BY 0 EN CUT 03 645 FORC D RELOCAT N 640 640 635 ^0�c� 00 635 y Q - Q� Q� 15+00 16+00 17+00 18+00 19+00 20+00 Tnese d f. and t—tld sPf thl` "°ns prepared fo, cFR.— of of this apeci i -ie°c °try. eeuse °r tt. a d°h°metes �s °rtaPkh.ffte He d .ks &C.L., �.�.P. If I., if -yg Is t°n�e.ted. cu °n ele - th rne, d y d�s-d th.y r �s nH-dri me lectr°nm e.j °td the a�.kn°rr, Hetd��Cgi & c LLW: °rlginul n° a°m aseSne °rg�n°I document ill govern II BIRKHOFF HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. NO. 10 1 TEXAS P.E. NO. 106102 DATE: October 2017 CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. 2016-114 October 2017 SHEET NO. 25 WATER LINE'B' PLAN & PROFILE STA. 15+00 TO STA. 20+00 REVISED: 1/5/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL B P&PO4.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 T. ii N 7170427.0833 E 2551592.2814 P.I. STA. 20t26.33 A = 4 20 57" RT. PULL PIPE PARCEL 25 GREGORY L. & NATALIE WAGES CALLED 5.00 ACRES CAB. H, PG. 800 D.R.C.C.T. k_1 I I N 7170590.5495 E 2551609.2816 P.I. STA. 21 t90.68 A = 52230" LT. PULL PIPE T-�21-1-00 P�__ -_ IXD- OT T,IT R.O.W. BHC C.P.#2088 VON. N: 7170590.35 E: 2551616.79 SIGN ELEV: 668.59 UNDERGROUND 3 TXDOT MONUMENT CABLE d DENSE TREES � I 0 -� 4 \ W -x -/ 4'W 4'W _ o 18" C.M.P.-- 0 01 SIGN ASPHALT UNDERGROUND DRIVE o o CABLE LL N 0 - - - - -U.S. 75 SOUTHBOUND - - - - - ------------ FRONTAGE ROAD - - - -- PARCEL 26 VINCENT & LAY CHEN CALLED 5.00 ACRES CAB. H, PC. 800 D.R.C.C.T. PROPOSED 8" WATER LINE 'B' h W. M LO PROPOSED 15' WATER LINE ESMT. N 7170738.4128 DENSE TREES E 2551610.7326 P.l. STA. 2J_I 18.55 A = 22248" RT. PULL PIPE L 75' 'DRAINAGE ! 23t00 0y��1�1� �- 4" WATER LINE (ABANDON IN PLACE) 4' W V WARNING UNDERGROUND EXISTING II FIBER OPTIC & TXDOT R.O.W. TELEPHONE LINES U.S. 75 CENTERLINE STATIONING FUTURE CULVERT TXDOT IN VICINITY OF II 7_ PROJECT SHOWN FOR REFERENCE ONLY IIII (NOT LOCATION OF CENTERLINE) II - - --- -__-7 1335+00_ 7- - I R PARCEL 27 BILL & DARLA THEIS CALLED 6.537 ACRES CAB. H, PC. 800 D.R.C.C.T. N 7170821.JJ96 E 2551614.9949 P.I. STA. 24+21.59 A = 623.i4" RT. TOP OF PULL PIPE BANK / DENSE TREES TOP OF BANK CREEK mot= r�/ '-TOP �y W- 0 I +N N `O 'Q N W W WATER SERVICE TABLE STATION OFFSET STA. 20+72t STA. 22+88+ 7.5' LT. 7.5' LT. 675 �CC o h ro ' 675 N o o N (0 IXI GRO ING ND LINE y 670 h 670 665 � e" O Z 665 oN +4.00q g" W.L.__�-- ------------- ---------- 660 660 655 18 655 3 3 L.F. 8" AWWA 0900 DR 18 P. C. 142 .F. 8" AWW C900 DR 15 L.F. 650 W/EMB (FORCED MENT BY RELOCATION PEN CUT RV C. W/CLASS G EMBEDM NT W, 650 FORCED R LOCATION 645 645 640 640 20+00 21+00 These plans and related specifications w prepared for construction of this specific re puniest only. Buse of these dn��m s is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is averted to a electronic file, if any discrepancy o rs nbetw the lectronic file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases. 22+00 BIRKHOFF, HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 23+00 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 DATE: October 2017 24+00 25+00 CITY OF ANNA, TEXAS U.S. 75 UTILITY RELOCATIONS WATER LINE'B' PLAN & PROFILE STA.20+00 TO STA.25+00 Know mba&t,,b el 3 Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT LEGEND PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 20 40 60 HORIZONTAL SCALE IN FEE 8" AWWA C900 (DR 18) P. V. C. "EMBEDMENT BY OPEN CUT (FORCED RELOCATION) BHC PROJECT NO. SHEET NO. 2016-114 October 2017 26 REVISED: 1/5/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL B P&P05.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 O O + L0 N N H Lu N n J 00 00 00 = 0 U �a n � ©1 w PARCEL 27 BILL & DARLA THEIS CALLED 6.537 ACRES CAB. IT,PG. 800 D.R.C.C.T. TOP OF N 7170960.0867 E 2551637.8031 P.C. STA. 25*62.2O _� —� CREEK (NON —TANGENT) �— 26+00 SDISK / TXDOT UNDERGROUND DISK CABLE IV WARNING UNDERGROUND FIBER OPTIC & TELEPHONE LINES 47 N VICINITY OF — — — _ PROJECT r BILLBOARD 4" WATER LINE (ABANDON IN PLACE) w Z how m� x sSo z 0 , x, �� JEII E TF--� 28*C6 TOP OF BANK 29*00 PROPOSED h TXDOT R.O.W. N 7171097.2192 E 2551651.3895 CURVE DATA P.C. STA. 25*62.2O PROPOSED 8 STA. 27+00.00 P.T. STA. 30+31.47 WATER LINE 'B' FURNISH & INSTALL: 4=2'18'OO" 1-8" R.S. GATE VALVE R=11689.72' T=234.67 L=469.27' w C.B.=N 06'28'13" E --- C. D.=469.24' _ SIGN EXISTING TXDOT R.O.W. UNDERGROUND CABLE U.S. 75 CENTERDNE STATIONING FOR REFERENCE ONLY FSHOWN (NOT LOCATION OF CENTERLINE) U.S. 75 SO( BOUND FRONTAGE ROAD 1340+00 WATER SERVICE TABLE STATION OFFSET STA. 28+71 f 7.5' LT. DENSE TREES O O Lq + U7 N (n LL1 W M Z J L6 M a� z 680 ti 680 675 0 675 o Z FURNISH & INSTALL: Exls GROUND ING LINE 1-8" R.S G4TE VALVE 670 670 665 665 .00% 660 8 660 500 L.F. 8 AWWA C9O DR 18 V. C. 655 Q y W Ed FOMENT BY OPEN CU L 655 (F 2RCED REL 6 CATION) 650 650 645 645 b; of � 3 Know what°s below Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV., 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV., 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV., 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT LEGEND -- PROPOSED TXDOT R.O.W. -- EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 20 40 60 HORIZONTAL SCALE IN FEET 25+00 26+00 27+00 28+00 29+00 30+00 Tnese d f. °°d t—tld sPf thl` "°ts rej.0 for °FR.— of of this apeci, ce a CITY OF ANNA TEXAS BHC p °try. ee°se °, a d°h°metes �s BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 PROJECT NO. -ie°c tt. He d .ks �.�.P. AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS SHEET NO. °rt 31kh.ffte &C-te, If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. 2016-114 I., if -y Is t°t"e y . cu °t eie - th r s nH-dri me ,ne, r, Y ds-d TBPE Firm No. 526; TBPLS Firm No. 10031800 CRAIG M. le°tr°tm ,ne °td the a�.kn°rr, Hetd.�Cgi & th. c°.ce.,L.L.P.°.:9�t°i 11910 Greenville Ave., Suite 600 TEXAS P.E. N0. 106102 NO. 10 1 WATER LINE'B' PLAN & PROFILE 27 n .11 aseSne °r9�t°i document ill g°vem II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 25+00 TO STA. 30+00 October 2017 REVISED: 7/25/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL B P&PO6.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 PARCEL 27 I N 7171611.6687 BILL & DARLA THESS E 2551715.3189 CURVE DATA CALLED 6.537 ACRES STA. 32-f 18.43 P.C. STA. 25+62.20 CAB. H, PC. 800 D.R.C.C.T. N 7171573.5756 FURNISH & INSTALL: P.T. STA. 30f31.47 E 2551710.2550 1-8 ",r4 " TEE (WEST) 4=2'18'00" STA. 31*80.00 1 1-4" R.S. GATE VALVE (WEST) R=11689.72' FURNISH & INSTALL: I 2-8" R.S. GATE VALVE (NORTH & SOUTH) T=234.67 „ PROPOSED 8 1-8x6" TEE 7.5 L.F. 4" WATER LINE L=469.27' N 7171426.3385 1-6" R.S. GATE VALVE (WEST) CONNECT TO EXIST. 4" W.L. (WEST) C.B.=N 06'28'13" E E 2551690.6819 WATER LINE 'B' 1-STD. FIRE HYDRANT C.D.=469.24' P.T. STA. 30+31.47 5 L.F. 6" W.L. O O Lq O O DENSE 4" WATER LINE M TREES (TO REMAIN IN SERVICE) N w 1n 31+00 32+00 N LLI77 r7 N 7171610.5480 rn = DISK PROPOSED 15' WATER LINE ESMT. E 2551722.7359 I TXDOT SIGN I MON. UNDERGROUND r1 U SIGN CUT, PLUG &ABANDON 7171618.7776 CABLE Q UNDERGROUND EXIST. 4" W.L.N E 2551716.2639 CABLE STA. 32*25.60 z 4" WATER LINE 4" WATER UNE END WATER LINE B (ABANDON IN PLACE) (ABANDON IN PLACE) FURNISH & INSTALL: i 1-8" M✓. CAP W 4' W w - W.V. WOOD R.O.W. -- - 4 0 MARKER WARNING //-- SIGN) o w UNDERGROUND UNDERGROUND m a FIBER OPTIC & FIBER OPTIC > j . 0 0 TELEPHONE LINES 2. o, IN VICINITY OF _- - - - - PROJECT _------ - - - U.S. 75 SOUTHBOUND FRONTAGE ROAD NIvy 685 �Q o e EXISTING GROUND LIE FURNISH & INSTALL: FURNISA 1-8" R. & INSTALL. 1-8" R.S. CATE VALVE . GATE VALVE 680 675 ON + 1.589' 670 665 660 8" W.. ON +0. 5OX 225.6 L.F. 8"AWWA C 00 DR 18I P.V.C. WILIWBEDUENT BY OPEN CUT - "m N -i ORCED REL CATION 655° v 650� �� �1 Q ���� V V j � �1ti': � - PROPOSED TXDOT R.O.W. 3 II 6" WATER LINE (ABANDON IN PLACE) W 6' W - - - - - - - - EXISTING a TXDOT R.O.W. U.S. 75 CENTERLINE STATIONING SHOWN FOR REFERENCE ONLY 1345+00 (NOT LOCATION OF CENTERLINE) TXDOT MON. 1 • Know whaft below. Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT LEGEND -- PROPOSED TXDOT R.O.W. -- EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 20 40 60 HORIZONTAL SCALE IN FEET 30+00 31+00 32+00 33+00 34+00 35+00 ese °'°ns °nd re-tl sPf thl` "°ns P�eP°.ed t°, °°nst�°�n°n °t tn�s sPe�it�e a vo ie°t °nly. eeuse °t these dn�°ments is °rtaPkh.ffte He d �ks &ca.te, �.�.P. If n t I., d,-y Is �°n"e y . cu °n ele - th the, d y des-d th.y r �s between me le°tr°nm the °nd the ai.khnrr, HendriCgi & c°,te,, t . °,:9 nul n°.11 as- °r9 n°I document ill govern i II BIRKHOFF HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. NO. 10 1 TEXAS P.E. N0. 106102 DATE: October 2017 CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. 2016-114 October 2017 SHEET NO. 28 WATER LINE'B' PLAN & PROFILE STA. 30+00 TO STA. 35+00 REVISED: 10/16/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL B P&P07.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 6' W 6' y — 6' W 1355+00 These plans and related specifications w prepared for construction of this specific re p�niect only. Ruse of these dnc�ments e not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is —ted to a electronic file, if any discrepancy o ,e abet— the lectron is file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases. T L PROPoSEO IXISTING TXDOT R.O.W. / TXDOT R.O.W. \ \ 'e' V 6' W C6" W 6" WATER LINE (ABANDON IN PLACE) o— — — — — — o 0 0 - - - - - - - - - - - - - - - �o wm� soo E U.S. 75 CENTERLINE STATIONING SHOWN FOR REFERENCE ONLY 1350+00 (NOT LOCATION OF CENTERLINE) — 6" WATER LINE / (ABANDON IN PLACE) \ 6' W 000 _ oz IXISTING a TXDOT R.O.W. F � z 'oo �N(C BIRKHOFF, HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 Know Y,n below Call before you dig. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT 0 30 60 90 HORIZONTAL SCALE IN FEET LEGEND -- PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 30 60 90 HORIZONTAL SCALE IN FEET PROPOSED TXDOT R.O.W. 3 o \ o / \ — — — — — — _— — — — _ 6' W 6 W — m � U.S. 75 CENTERLINE STATIONING SHOWN FOR REFERENCE ONLY (NOT LOCATION OF CENTERLINE) 13 0+00 CITY OF ANNA, TEXAS THESE DOCUMENTS ARE FOR INTERIM REVIEW BHC AND ARE NOT INTENDED FOR CONSTRUCTION, US. 7S UTILITY RELOCATIONS PROJECT NO. SHEET NO. BIDDING, OR PERMIT PURPOSES. . 2016-114 CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 WATER LINE'B' PLAN & PLAN 29 DATE: October 2017 October 2017 REVISED: 10/13/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL B P&P08.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17xtb PLOTTED BY: KANDERSON ON 10/18/2017 PARCEL 48 MIXON REALTY, CO CALLED 33 ACRES INST. NO. 20110407000364750 D.R.C.C.T. N 7176565.0539 E 2552368.8181 STA. 0+74.99 BEGIN 12" WATER LINE C' FURNISH & INSTALL: 1-12" M.✓. CAP IVINST. IPARCEL 54B 1OY ANNA 16, L.P. 1LED 9.829 ACRES 20101229010002610 D.R.C.C.T. 176584.8775 N 7176589.8404 552371.4686 E 25523721321 1 STA. 0+94.99 STA. 1 *00.00 R FURNISH & INSTALL: FURNISH & INSTALL: 1-12" R.S GATE VALVE 1-12"x6" TEE 1-6" R.S. GATE VALVE 1—STD. FIRE HYDRANT 1 11 5 L.F. 6" W.L. N 7176672.5889 E 2552383.1959 STA. 1-1-83.48 FURNISH & INSTALL: 1-12"x8" TEE 1-12" R.S. GATE VALVE (NORTH) 1-8" R.S. GATE VALVE (WEST) 10 L.F. 8" W.L. (WEST) CONNECT TO EXIST. W.L. (WEST) CUT, PLUG & ABADNDON EXIST W.L. (EAST) "11=14YORWA O^ 2"ELM 0 t4 2+00 1+00 0 PARCEL 54 ANNA EAGLE RETAIL, LP CALLED 6.686 ACRES INST. NO. 20060918001341450 (TRACT 1) D.R.C.C.T. PROPOSED 12" WATER LINE 'C' 2"LLM( J 3+00 N 7176928.1155 E 2552417.3607 CONCRETE P.I. STA. 4+41.29 PARKING A = 10°4839" LT. FURNISH & INSTALL: 1-12" 11'15' BEND PULL PIPE REMOVE & REPLACE 31 S Y. CONCRETE DRIVE 72 L.F. FULL DEPTH SAWCUT & LONGITUDINAL BUTT JOINT 4+00 IA MONI I I t ELEC. BOX ��, w �2, w PROPOSED O 1 ���12" WATER LINE � e- 1 1 .1/2"I.R.F. (ABANDON IN PLACE) V. TXDOT R.O.W.�2 V� -- -- -- -- IF .R.F. 2• V _�. - - W.V. -- O TELE-- TELE TELE 1/2"—� TELEX FIBER OTPIC —• o MARKER R.P.LS. 1/2"I.R.F. —� 3 EXISTING -- .---- TXDOT R.O.W. — �TELE--- —o - - --- 7�-- �� -o N 71769321578 E 2552417IJ51 STA. 4+45.33 FURNISH & INSTALL: 1-12"x8" TEE 1-12" R. S. GATE VAL OF (NORTH) 1-8" R.S. GATE VALVE (WEST) 10 L.F. 8" W.L. (WEST) CONNECT TO EXIST. W.L. (WEST) CUT, PLUG & ABADNDON EXIST W.L. (EAST) PROTECT \\ I MARQUEE SIGN 2"OAK SIGN IARQUEE� SIGN _ AT&T WV " VAULT W.V. — — / CONCRETE DRIVE — —� -- Z U.S. 75 SOUTHBOUND WARNING ��- UNDERGROUND FRONTAGE ROAD o wiQ FIBER OPTIC LINE z IN VICINITY OF U.S. 75 CENTERLINE STATIONING i L PROJECT SHOWN FOR REFERENCE ONLY (NOT LOCATION OF CENTERLINE) 1395t00 WARNING UNDERGROUND TELEPHONE LINE IN VICINITY OF PROJECT ' Z n � z 0 fn- N� �� L �0O lY A Know it,,&,b e 3 Call before you dig. STA. CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT - EL E LEGEND -- PROPOSED TXDOT R.O.W. -- EXISTING TXDOT R.O.W. — — PROPOSED WATER LINE EXISTING WATER LINE WARNING UNDERGROUND ELECTRICAL LINE IN VICINITY OF STA. 4+77+ TO STA. 4+96+ 0 20 40 60 HORIZONTAL SCALE IN FEET 740 h 740 735 0 z 735 RNISH & NSTALL: -12" Rs'ATE VALVE 730 EXISTING GROUND LINE 730 725 12" 725 720 _ 720 425. 01 L.F. 12" A WWA C900 I (DR 18) P..C. 715 _ W/EMBED ENT BY OPEN CUT 715 FORC D RELOC4T N 710 m NNN 710 0\ OO h O ^ ^ W W 705 705 ��� �� ���� (n�� V �I ^ �1 L �I �I Q toL�� �I �I � �1 � 0+00 1+00 These plans and related specifications w prepared for construction of this specific re p�oie�t poly. Buse of these do��—e is not permitted without written authorization of Birkhoff, Hendricks & Carter, L.L.P. If this drawing is .L.d to a electronic file, if any discrepancy o rs nbet— the Iect...1' file and the Birkhoff, Hendricks & Carter, L.L.P. original document, the original document will govern in all cases. 2+00 BIRKHOFF, HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 3+00 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 DATE: October 2017 4+00 5+00 CITY OF ANNA, TEXAS I BHC PROJECT NO. I SHEET NO. U.S. 75 UTILITY RELOCATIONS 2016-114 WATER LINE'C' PLAN & PROFILE 30 STA. 1+00 TO STA. 5+00 October2017 REVISED: 5/30/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL C P&P01.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 00 0 00 04L NO LO O In Q N w N PARCEL 54 ANNA EAGLE RETAIL, LP CALLED 6.686 ACRES INST. NO. 20060918001341450 (TRACT 1) D.R.C.C.T. CONCRETE PARKING I.C.V.11 I.C.V. 0 "ELM 2"OAK ELEC. BOX ELEC. BOX 12" WATER LINE _ (ABANDON IN PLACE) - E• 4_ N 7177135.6217 £ 2552405.7766 STA. 6+49.11 = N 7177101.5601 W.L. E' STA. 1 *00.00 E 2552407.6781 CONNECT TO WATER LINE E' STA. 6+ 15.00 FURNISH & INSTALL: RELOCATE EXISTING FIRE 1-12" R.S. GATE VALVE (SOUTH) HYDRANT ASSEMBLY 1-12 X 12" TEE 6+00 2"ELM U.G.P. WARNING ��& UNDERGROUND m ELECTRICAL LINE R IN VICINITY OF jN PROJECT U.S. 75 CENTERLINE-----`�- - - - STATONING SHOWN FOR RIEFERENCE ONLY (NOT LOCATION OF -- :: j 0 CENTERDNE) 01 7f 00 WARNING UNDERGROUND G.C.E.C. TO ELECTRIC LINE RELOCATE VAULT IN VICINITY OF PROJECT I M OpYICy�IyI/i G.C.E.C. 2' M VAULT ' AT&T -. 2 OAK PROPOSE VAULT 3" TXDOT MON. I TXDOT R.O.W. PROPOSED 12 " GAS TE I WATER LINE E' STATION 12" WATER LINE ' (ABANDON IN PLACE) 'Z• W RELOCATE FIRE- ' HYDRANT ASSEMBLY TO STA. 6+15 EXISTING / �z. TXDOT R.O.W. V V W.V. .H. .V. �� W.V. _ Opt1c Pr __ SIGN y- E ®TE E WARNING ELE Bx iELE UNDERGROUND PARCEL 55 PTCAA TEXAS, LP CALLED 9.7631 ACRES INST. NO. 20120322000333350 D.R.C.C.T. PROPOSED 12" CONCRETE WATER LINE 'C' �,` PARKING slcN OLEPOLE 9f00 i W.M.00W.M. J/ TELE.BX. i ,-GAS TEST / STATION i ELEC. BOX GAS LINE BURIED CABLE IN VICINITY OF PROJECT 1 I WARNING UNDERGROUND TELEPHONE LINE IN VICINITY OF PROJECT / BHC C.P.#2065 N: 7177396.0', E: 2552401.32 ELEV: 721.21 TXDOT DISK lb �PGE uSFRIQ WATER SERVICE TABLE STATION OFFSET STA. 8+70t 10' T. STA. 8+71 t 10 LT. STA. 8+72t 10' LT. STA. 8+74t 10, LT. a Know what°s below Call before you dig. WATER METER FOUND EXISTING 12" W.L TO REMAIN IN SERVICE / N 7177418.4393 £ 2552379.1620 STA. 9+36.15 END WATER LINE C' / CONNECT TO EXIST. 12' WATER LINE FURNISH & INSTALL: 1-12" R.S. GATE VALVE (SOUTH) / WARNING UNDERGROUND FIBER OPTIC LINE IN VICINITY OF PROJECT N 7177402.2407 E 2552390.8924 P.I. STA. 9+ 16.15 A = 32°4256" LT. FURNISH & INSTALL: 1-12" 22'30' BEND 1-12" 11'15' BEND PULL PIPE CUT, PLUG & ABANDON EXIST. 12" W.L. (SOUTH) �CC FURIVSH & INSTILL: _ R.S. GATE 730 1-12 VALVE 730 EXISTING �n p GROUND LINEZ 725 1 URNISH & STALL: 725 ATE VALVE 12" W.. ON -0. 8,- 720 720 286�" EXISTING 12" W.L 715 715 0/11 a 710 710 436.15 L.F. 12" AWNA C900 R 18 P. V. . W EMBEDM NT BY OPLN CUT (FORCED RELOCATION) 705 yy 705 n 700 ^ 0 700 ^ ^ � II� ^lll�¢�i ^�(�¢� � (0 : � � L' i Q� L�: LL� Cn 695 695 CONTROL POINTS: BHC #1299 N: 7176733.32 E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT BHC #2051 N: 7169088.28 E: 2552021.29 ELEV: 647.86 TXDOT MONUMENT BHC #2065 N: 7177396.08 E: 2552401.32 ELEV: 721.21 TXDOT DISK BHC #2088 N: 7170590.35 E: 2551616.79 ELEV: 668.59 TXDOT MONUMENT LEGEND -- PROPOSED TXDOT R.O.W. -- EXISTING TXDOT R.O.W. PROPOSED WATER LINE EXISTING WATER LINE 0 20 40 60 HORIZONTAL SCALE IN FEET 5+00 6+00 7+00 8+00 9+00 10+00 Tnese d f. and t-tld sPf thl` "°ns for cFR.- of of this apeci CITY OF ANNA TEXAS BHC prepared I °try. eeuse °r a d°h°metes �s BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 PROJECT NO. -ie°c tt. d .ks �.�.P. AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS SHEET NO. °f 31kh.ffteHe &C-te, If PROFESSIONAL ENGINEERS BIDDING, OR PERMIT PURPOSES. 2016-114 r s nH-dri the I., if -yg Is t°n�e.ted. cu °n ele - th r, Y d�s-d TBPE Firm No. 526; TBPLS Firm No. 10031800 CRAG M. ,I th.Y lectr°nm e.j °td the O�.kn°rr, Hetd��Cgi & c 11910 Greenville Ave., Suite 600 NO. 10 1 TEXAS P.E. NO. 106102 WATER LINE'C' PLAN & PROFILE 31 LLW: °rlginul n° a°m aseSne °rg�n°I document ill govern II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 5+00 TO STA. 9+16.15 October 2017 ;EVISED: 5/30/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL C P&P02.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 PARCEL 20 HOG WIRE I I �I VARIABLE WIDTH TXDOT R.O.W. JANANE HASSAN (CALLED 2.50 ACRES) FENCE FIBER OPTIC m". O TPED CONTROL POINTS: BHc PROPOSED 12" WARNING WARNING y12ss N: 7176733.32Knotty TILLcAB.D.� what°s elow UNDERGROUND FIBER OPTIC & TELEPHONE UNDERGROUND ELECTRIC LINE N VICINITY OF E: 2552857.26 ELEV: 723.97 TXDOT MONUMENT WATER LINE A' ��� bore you dig. I / VICINITYLINES PROJECT Z 10' 20' > �" PROJECT BHC #2051 N: 7169088.28 O 0 PROPOSED 30' - E: 2552021.29 ELEV: 647.86 ro = 6" WATER LINE WATER LINE ESMT. ---- 7.5' 7.5' O Z vi TXDOT MONUMENT 1 W (ABANDON IN PLACE-) O a p o f N 7169098.8656 BHC #2065 Z H- E 25520JI 0817 PROPOSED 15' CS m N: 7177396.08 E: 2552401.32 to 0Z I STA. 5t91.44 = WATER LINE ESM. HOG I 6- WATER LINE t 7DISK I ti W.L. A' STA. 9t47.53 I ABANDON IN PLA E W WIRE ( ) FUTURE TXDOT I TXDOELEV:T TXDOT DISK Uj I CONNECT TO WATER LINE A' FENCE EXISTING r O,q W 0 SOUTHBOUND FRONTAGE ROAD FUTURE TXDOT SOUTHBOUND MAINLANES FUTURE TXDOT NORTHBOUND MAINLANES BHC #2088 I EXISTING O TXDOT R.O.W. I FURNISH & INSTALL: I I TXDOT R.O.W. N: 7170590.35 I FUTURE TXDOT I 1-12 R.S. GATE VALVE MICHAELRCLAYCEL MILLER PROPOSED n i E: 2551616.79 NORTHBOUND CALLED 5.955 ACRES TXDOT R.O.W. W I o ELEV: 668.59 FRONTAGE ROAD CAB. B, PG. 800 V7 + TXDOT MONUMENT D.R.C.C.T. I I �~ PARCEL 16 O 1t00 2t00 3t00 4t00 5t00 I ACALLEDNNA U ss.08 LOOP, LTD INST. N0. 20150630000795650 I I n l I I ' TXDOT MOH. IV IV 2169112.4874 I STA. 1 t00.00 = I CUT, PLUG & ABANDON STA. I t07.47 TO STA. 5t81.47 LL eHc c.P.#2o51 I I \� W.L. B' STA. 7t 10.02 I EXIST. 6" W.L. (NORTH &SOUTH) I 474 LF. 12" WATER LINE W/ 24" STEEL N: 71 s9D88.28 t CONNECT TO WATER LINE B' ENCASEMENT PIPE 1 4" THICK WALL (� ) I ' t E: 2552021.29 FURNISH &INSTALL: I BY OTHER THAN OPEN CUT „ PROPOSED rxDOT R.O.W. ELEV: 647.86 ' TXDOT MONUMENT 1-12" R.S. GATE VALVE I LEGEND PROPOSED 12 WATER LINE D' � WARNING +y I PROPOSED 8" UNDERGROUND � WATER LINE B PROPOSED TXDOT R.O.W. I FIBER OPTIC LINE II I I EXISTING TXDOT R.O.W. IN VICINITY OF PROPOSED WATER LINE 0 zo 40 60 STA. 5+77t EXISTING WATER LINE I II I HORIZONTAL SCALE IN FEET I I VARIABLE W DTH TXDOT R..W. I 24T 227 660 660 FUTURE U.S. 75 3 _ SOUFHBOUND FRONTAGE ROAD 655 655 URNISH & NSTALL: I EXISTING FUTURE U.S. 75 0 1 F TURE U.S. 7 C FUTURE U.S. 75 -12" R.S. TE VALVE GROUND LINE S UTHBOUND M NLANES NORTH OUND MAINLA ES NORTHBOUND ca FRONTAGE RCAD STA. 1+22. t IURVISH & INSALL: EXIST. 6" 1-1 " R.S. GATE 650 :L. w VALVE 650 FIELD VERIFf TO BE ABANDONED 12 W.L. ON -14668 645 645 12" W.L. ON +0. 009 STA 5+ 7.4t EXISTING GROUND LIN EXIST. FI ER OPTIC 640 12" [, ON -[ FIELD VE KNOWN 640 IFY r< O C900 (OR V.C. e 9.98 LF. 2" AWWA 635 Fn 1VT C900 DR 8 P.V.C. 635 BY OPi N CUT 474 L.F. 12" WATER LINE W 20" STEEL I W/ EMBEDMENT (CITY E ECTNE ENC SEMENT F11 E (114" Th ICK WALL) BY OPEN CUT BETTE MENT) BY OTHER THAN OPEN CUT ----(CITY 630 (CITY ELEC VE BETTERMENT) BETTERMENT) 630 N' O 12 O 625 O p <} p 625 Q V Q j � �I 1 �I �I �I e v O O �I �I 620 y t g a t � � y 620 5+00 1+00 2+00 3+00 4+00 6+00 6+40 ese °'°°s °nd re-ti sPf thl` "°°s P�eP°.ed r°. °°°sc�°�n°� °r this sPe�it�e a vo ie°c °°ly. ee°se °r these d°�° to Is °f 31knoffeHe d �ks &C.L., �.�P. If n I., d,-y Is � di -yed� cu °° ele° th ,I d y des°nd th.y r �s decwee° the le°tr°°�° me °°d the ai.kn°rr, He�dri°ks & c°,ce,,L.L.P.°,:9 BIRKHOFF HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. NO. 10 1 TEXAS P.E. NO. 106102 CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. 2016-114 SHEET NO. 32 WATER LINE'D' PLAN & PROFILE °°I n .11 ase °r9 °°I document ill g°vem II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 1+00 TO STA. 5+91.44 October 2017 REVISED: 1/5/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL D P&P01.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 110' 110' I\ I 1 PROPOSED 20' WATER LINE ESMT. C �O I I I I -- LEGEND PROPOSED TXDOT R.O.W. EXISTING TXDOT R.O.W. 2 0 J nth tq = C� 41 ' I v I �� vnulr0 / ai Knowwhaft below. PROPOSED 12" ZU' I PROPOSED WATER LINE o Callbeforeyou dig. ' , , I WATER LINE C D N WARNING WARNING G> O UNDERGROUND UNDERGROUND m FIBER OPTIC & ELECTRIC & EXISTING WATER LINE 2 O RELOCATE FIRE HYDRANT ASSEMBLY l o N 7177135.9004 TELEPHONE LINES GAS LINES I / SEE SHEET ?� 21 H N 7177104.9639 /E + E 25524f0.7688 SIG GC 0TELE.BX. D O IN VICINITY OF IN VICINITY OF o / 2552958.6450 ' P.I. STA. 1t05.00 t7 Z PROJECT PROJECT I d = 53550' RT. ELEC. BOX O I + WARNING OVERHEAD WARNING UNDERGROUND P.I. U.P. STA. 6*53.78 p d = 18°1722" RT. FURNISH & INSTALL: 12"oA FURNISH &INSTALL: uRIED CABLE ELECTRICAL LINE TELEPHONE & 40 - 12 I ' 1 a5' BEND F.H. I I PULL PIPE W.V. FUTURE 1XDOT L SORTHBOUND MAINLANES & UNDERGROUND FUTURE TXDOT FIBER OPTIC NORTHBOUND MAINLgNES I N VICINITY LINE GAS LINES OF IN VICINITY OF G. 1-12" 22°30' BEND p� G, W, 3 PULL PIPE p 2� ' I I PROJECT PROJECT TELE.BX.®i RELOCATE FIRE I ' HYDRANT ASSEMBLY I I I I I I I G.W. G.W. o ' 1 SEE SHEET 31 II N V 1 t00 1 W.V. cc c� W.V. ?t00- w z w-� -3tO0J_ -4t00- --te w " 4 Z -5t00 �z w �12 w 6t00 W.V. N M e w w o V. �a - o 1 I I I I n 1 I I CONTROL POINTS: I 1299 N 7177108.0287 E 2552911.2594 TRAFFIC 1Y, U P PROPOSED o' n o I 3 a< o 0 I I 12` AWWA C200 STEEL PIPE INSIDE A 16"O.D. STEEL (q I NH 717 6733.32 I E: 2552857.26 STA. 6t06.30 FURNISH & INSTALL: SIGN TXDOT R.O.W. ' ¢ o 0 z o a w w a a '2"ELM I CASING W/ 0.312" WALL j ELEV: 723.97 I 1-12" H.D.P.E. TO P.V.C. CONNECTOR EXISTING / ¢ z a z � PROPOSED 12" I , , WATER LINE E N 7177133.756E (PER RECORD DRAWINGS) I �1 I I TXDOT MONUMENT BHC #2051 I CONNECT TO EXIST. H.D.P.E. W.L. 2-REMOVE EXIST. VALVE (WEST) TXDOT R.O.W. / 12" WATER LINE (ABANDON IN - ' E 2552461.8677 I I 7169088.28 CUT, PLUG &ABANDON PLACE) ' STA. 1t56.14 FURNISH & INSTALL: E: 25520211.29 I ELEV: 647.86 EXIST. 12" W.L. (NORTH & SOUTH) I 6" WATER N 7177103.0916 I "'" "ELM 1-12" H.D.P.E. TO P.V.C. CONNECTOR TXDOT MONUMENT I ` / E 2552963.2812 ' � CONCRETE N 7177135.6217 CONNECT TO EXIST. H.D.P.E. W.L. (EAST) I BHC2065 PROPOSED 12" (ABANDON STA. 6t58.78 - PARKING E 2552405.7766 2-REMOVE EXIST. VALVE N: 7177396.08 , , WATER LINE E IN PLACE) W.L. A' STA. 91-F0305 ' STA. 1+00.00 = CUT, PLUG & ABANDON E: 2552401.32 I �' CONNECT TO WATER LINE W ' W.L. C' STA. 6t49.11 a _ _il I CONNECT TO WATER LINE C' EXIST. 12' W.L. (NORTH & SOUTH) I ELEV: 721.21 TXDOT DISK FURNISH & INSTALL: 1-12"R.S. GATE VALVE C.V. 1 I FURNISH & INSTALL: I BHC #2088 I I ' 1-12" R.S. GATE VALVE I I I N: 7170590.35 E: 2551616.79 0 20 40 60 ' URE ' EXISTING , h ' TXDOT R.O.W. FUTURE OUNDT I I I ELEV: 668.59 TXDOT MONUMENT FR NO TXOOT RTHBOU I MAGE UND I PROPOSED 12" PROPOSED I CONCRETE ' TXDOT RO.W. FRONTAGE ROAD I I HORIZONTAL SCALE IN FEET o � o WATER LINE A PARKING II VARIABLE WIDTH TXDOT R.O.W. a I ARIABLE WINE TXDOT R.O.W R 272.0' h 266.5' _ 730 o STA. +70.7t 730 z I EXIST TELE U.S. 75 EX STING FUTURE Z G OUND LINE F.L. ELEV. UNKNOW SOUTH OUND 110 o Z FIELD VERIFY FRONTAGE ROAD h 725 FUTURE U.S. 75 �` h p 7255 NORTHB UND FURNISH& INSTAL FUTUR U.S. 75 FUTURE U.S. 75 EXISTING FRONTAGE ROAD N STA. EXIS 6+44.3+ FIBER OPTIC FURNISH &INSTALL: 1-12" R.S. 11 ' WL SOUTH OUND MAIN ES NORTHB UND MAINLAN S GROUND LINE w F.L. . ELEV. UNKNOWN GATE .L. ON 1,g2% FIE VERIFY GATE VALV 720 720 12 W.L. STA. 1 EXIST. ss.1 t W.L. w L. �= ON 0.O . t 715 STA. +69.9d: 715 EXIST FIBER OPTIC STA. 6+06.3f 57 L.F. 12' A WA F.L.ELEV. FIELD UNKNOWN VERIFY STEEL -0.88% EXIST. 12" W. F.L. ELEV. 71 . C90 (OR 18) .V.C. INSIDE AA16? D. STEEL)0 .6f 12 W ON - EMBEDMENT CASING W/ 0312" WALL 710 Y OPEN C (PER RECORD DRAWINGS)ftffftff 5 L.F. 12' WWA 71 0 0 0 (DR 18) P.V.C. 12" WL. ETTERMEN ON 0.00% EYSED40ENT 705 _ O 1101TY O 3 ELECT ERMEN 705 O ) �I es cn O 3 ^ o n nW n n n n n ^W h N 3c, 700 2, J^ V ago J J V J J� J O % . o 700 % Lz h pJ �I ' V h p h O h OJ 695 ��� I a� ��� ��� a� '��� 695 5+00 6+00 6+80 1+00 2+00 3+00 4+00 ese °'°"s °nd re-tl sPf thl` "°°s PeP°.ed r°. °°°sc�°�n°� °r this sPe�it�e a vo ie°c °°ly. ee°se °r these d°� -te is °rtaPknoffeHe d �ks &C-te, �.�P. If n I., d,-y Is �°""e y . cu °° ele - th ,I d y des°nd th.y r �s nH-dri the le°tr°°�° me °°d the a�.kn°rr, He"d��°ks & c°,ce,, BIRKHOFF HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, BIDDING, OR PERMIT PURPOSES. CRAIG M. NO. 10 1 TEXAS P.E. N0. 106102 CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. 2016-114 SHEET NO. 33 WATER LINE'E' PLAN & PROFILE t . °rlgi°°I n .11 as- °r9 °°I document ill g°vem II Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 STA. 1+00 TO STA. 6+58.78 October 2017 REVISED: 5/30/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 WL E P&PO1.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 GREEN LERFRS ON WHNE BACKGROUND (IYPKAL% a CITY O CON717ACTOR' LOW p ANNA U.S. 75 UTILITY RELOCATIONS a o " `y L BLUE_LEITERS BACKGROUND "� CITY COUNCIL CONT ACTOR'S NAME a CITY MANAGER CONTRACTOR'S PHONE w\� e •—n" SIGN PANEL 314" EXTERIOR PLYWOOD PAINT AS SHOWN ON DETAIL ABOVE FRAME 4 "x4' STOCK FRAME TO BE PAINTED WHITE `o ALL PAINT TO BE 'EXTERIOR GRADE' N L�4x4"FRAME 10 a E ELEVATION PROJECT SIGN NO SCALE 12" UNDISTURBED 12" EXIST. GRAI�EL PIiMT. MIN. 7RENCH BANK M/N. (TO REMAIN INTACT) REMOVE & REPLACE 6" GRADE 4 AGGREGATE EX/ST. GRAVEL PVMT. NCTCOG S7D. SPECIRCAT10N GE07EXTILE FABRIC 7RNERA 1180 OR EQUAL 12" M/N....... GRANULAR OR SELECT MATERIAL 12" MIND "—CRUSHED STONE GRAVEL STREET REPAIR NO SCALE IVATNE M47FR14L 12' MIN. FOR PIPE > 24' 11 MECHANICALLY 8' M/N. FOR PIPE! 24' L.D. COMPACTED TO 90-95X STD. PROCTOR SWD (Sm � )GRADE 4 COMPACTED QF CRUSHED STONE 12' MIN. WATER LINE EMBEDMENT NO SCALE LENGTH AS INDICATED IN PLANS 2-6" 6' MAX. CARRIER PIPE SEE NOTES PLASTIC SPACERS PLASTIC SPACERS PIPE BELL STEEL ENCASEMENT PIPE 12" 12" STEEL ENCASEMENT PIPE CARRIER PIF SECTION ELEVATION (TYP. AT EA. JOINT) ENCASED BORE NO SCALE NAnVE MATERIAL CLASS "G" NO SCALE INITIAL CUT FOR PIPE LNSTALLAAL EXIST. ASPH. SURFACE COURSE (TQ REMA/N)� /N/nAL CUT FOR PIPE INSTALLA77ON 12' UNDISTURBED 12" MIN. TRENCH BANK M/N. SAW JOINT 2 112" ,,PROP. 3' H.M.A.0 ,MIN. DEPTH ASPH. PVMT. PVMT. EASE � 6' M/N ALEXIBLE BASE (NCTCOG AL (TO REMAIN) 301.5, GRADE 1 MECHANICALLY COMPACTED TO 95X PROCTOR, MATCH EXIST. THICKNESS IF MORE THAN 6' THICK) 12" MN� GRANULAR OR SELECT MA7FRML 12" M/N SAND ASPHALT STREET OR NO SCALE NAnVE MATERNAL COMPACTED IN 6" LIFTS TO 95]4,� S7D. PROCTOR UNDER PAVING,MIN.) 90X ELSEWHERENCTCOG 17EM 7.4.5 ORNCTCOG 17EM 702.24.2112 O,D. CLASS 18' CONCRETE 0.0. (3' MN., GRADE 4 CRUSHED STON- 6 M/N. /N ROCK) (NC7COG 17FU 2.1.8 (a) OR NCTCOG 17FM 504.2.2. 1) CLASS A-1 EMBEDMENT (NCTCOG CLASS "A-1") CONCRETE CAP NOTES.- 1. PREFABRICATED SPACLER5 MUST BE APPROVED BY THE OWNER. PIPE SPACERS SHALL BE PVC FUSION COATED STEEL SPACERS WITH A MINIMUM 11 ' BAND (RESTRAINED) AS MANUFACTURED BY PSI OR APPROVED £DUAL. 2. PIPE SPACER SELECTED BY CONTRACTOR SHALL PROVIDE SUPPORT UNDER CARRIER PIPE WITH MINIMUM 1 " CLEAR SPACE, MAX 1-1/2' CLEAR SPACE BETWEEN PIPE O.D. AND INSIDE STEEL ENCASEMENT PIPE. 3. ENDS OF ENCASEMENT PIPE SHALL BE PLUGGED WITH MODULAR SEAL "LINK SEAL" OR APPROVED EQUAL. 4. PRESSURE GROUT AREA BETWEEN ENCASEMENT PIPE AND OVERCUT BOREHOLE 5. STEEL ENCASEMENT PIPE SHALL BE COATED INSIDE AND OUTSIDE PER THE TECHNICAL SPECIFICATIONS h EXIST. OR PROP. ASPH. SURFACE COURSE (TO REMAIN) 12" UNDISTURBED 12- W L LONGITUDINALAWCUTEXIST. T. / BUTTO JOINT MIN. TRENCH BANK MIN. // NO. 3 BARS REMOVE EXIST. CONC. '/ 18' 0,C.E.W. EXIST.1 OR PROP. EOTEXTILE PVMT. BASE MATERIAL FABRIC 6' REINF. CONC. 3600 P.S.I. 0 28 (TO REMAIN) TREVI DAYS MIN. 6 SACK MIX REINF. #3 1120 OR EQUAL DEFORMED BARS ON 18" CENTERS EACH WAY. STEEL SUPPORTED ON PLASTIC CHAIRS MATCH EXIST. PVMT. 12" MIN. IF MORE THAN 6" THICK. SELECT FILL COMPACTED TO 95% MODIFIED PROCTOR PLACED IN 8 INCH LOOSE LIFTS AND MECHANICALLY 12' MIN. COMPACTED. CONCRETE STREET REPAIR PIPE LINE CROSSING GRADE 4 CRUSHED STONE GRADATION SIEVE SIZE % RETAINED 1-1/2 INCH 0 1 INCH 0-5 1/2 INCH 40-75 NO. 4 90-100 NO. 8 95-100 24' LUBRICATED SMOOTH DOWEL BAR VERTICAL SAWCUT 3/8" MIN. TOP 114 -AV JOINT SEALING COMPOUND HOT POURED RUBBER T14 DOWEL SPACED 24" JOINT SEALING COMPOUND O.C., 6" OFF TIE BARS PROPOSED PAVING EXISTING PAVING NOTE 1. T-8" AND GREATER NO.. 6 BAR, T-6' AND LESS NO.. 5 BAR. 2. LONG17UDINI/AL BUTT CONSTRUCTION MAY BE UTILIZED IN PLACE OF LONGITUDINAL HINGED (KEYWAY) JOINT AT CONTRACTORS OPTION. J. DOWEL BARS SHALL BE DRILLED INTO PAVEMENT HORIZONTALLY BY USE OF A MECHANICAL RIG. HAND DRILLING NOT ACCEPTABLE. DAMAGE TO EXI5771K PAVEMENT SHALL BE REMOVED BY CONTRACTOR AND JOINT CONSTRUCTED AT CONTRACTORS EXPENSE. 4. DOWEL BAR SHOWN IS IN ADD117ON TO TIE BARS (12" O.C.-6" OFF DOWELS). 5. TIE BARS SHALL BE NO.. 5 BAR DEFORMED. 77E BAR SHALL HAVE A LENGTH OF 24 INCHES LONGITUDINAL BUTT JOINT NO SCALE ese °'°ts °°d'e'°ted sPe`"'`°"°ts prepared for °FR.— of of this aped a v ie°c °try. eith. °t tt. a th.metes �s He d �ks &cane, �.�.P. BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. SHEET NO. °rtaPkh.ffte If tne, d y des°re .rt rs he I-tr i e I., d, a y Is t°t�e.ted� cu °t eie° th ie t. !' nie °td the Blrkh°rr, He dri°k. & c°rcer, PROFESSIONAL PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 BIDDING, OR PERMIT PURPOSES. CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 2016-114 34 DETAILS L.L.P. °r:9it°i n .11 ase °r9it°i d°°°trett a 9°ge.l d o Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 October2017 IEVISED: 5/30/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 Vise Details.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 2-6" CODER FOUR NO.. 3 84RS V 3000 P.SI. CLASS A" CONC. _ I PAD (2'-6" X 2'-6" X 67 FINISHED GRADE FOUR NO.. 3 BARS WATER VALVE NOTES- VALVE BOX PAD PLAN 1. 4" TO 12" GATE VALVE SHALL BE RESILIENT SEATED WEDGE No SCALE r_4TF VAI VF4 ACLMRDANCF WITH AWWA STANDARD C-500 VALVE BOX WITH NECESSARY EXTENSIONS AND TOP COLLAR 2. A PERMANENILY ATTACHED VALVED BE REQUIRED FOR ANY VALVE WHOSE 01 SEE N07F 2 ` LOCATED IN EXCESS OF 4 FEET BELOW BOX. THIS EXTENSION SHALL BE OF SUF y t INSURE THAT ITS TOP IS WITHIN 4" OF ; �t 2000 P.SI. CONC. 3. DUCTILE IRON PIPE SHALL BE USED 84SE BLOCK (POURED) WITH TWO-PIECE ADJUSTABLE (SHORTY) LENGTH: 2 -0" MIN. WIDTH: NORMAL 7RENCH 4. A 'V" SHALL BE PLACED ON THE NL VALVE lS IN FRONT OF THE CURB, AND 0 4 PLACED ON THE NEAREST CURB FOR IM y THE CURB. SYMBOLS SHALL BE SAWCUi Z ` PAINTED BLUE. %y 1� 5. VALVE SHALL BE WRAPPED IN POLY WATER LINE 6. ALL VALVES NOT LOCATED UNDER Pi CONCRETE PADS VALVE SETTING & BOX NO SCALE ISION STEM SHALLCOVER 477NG NUT IS E TOP OF VALVE ENT LENGTH TO COLLAR VALVE BOX COVER. R VALVE STACKS VE BOXES ADJUSTABLE EXTENSION :ST CURB WHERE " "SHALL BE LAJVONS BEHIND TO THE CURB AND VALVE BOX 4P. G SHALL HAVE VALVE BOX WITH EXTENSION NO SCALE SEAL WELDED CAP STD. 30" C./. M.H. FRAME AND COVER MARKED "CITY OF ANNA WATER" PRECAST GRADE RINGSn*:E] APPROX. ;i. N/SHED4" DIA. CONCRETE BOLLARD W/ GRADE 2' REFLECT/VE YELLOW TAPE COPPER PIPE AIR AND VACUUM - AIR RELEASE VALVE G4TE VALVE(SEE PLANS FOR SZE) SDR-94' D/A. PRECAST PIPECONCENTRIC CONCRETE MANHOLE AND RISER 2'-O"x 2'-O" CORP STOP SLOPE 1 8GRAVEL WASHED RE/NF. CONC. PAD (3000 P.S./. NOTES, N.C.T.CO.G. CLASS 3` J. OUTLET o N A" CONCRETE, 1. COMB/NATION AIR AND VACUUM AIR CHAMFER EDGES). RELEASE VALVE APCO, CLA-VALVE OR REINFORCE WITH I3 APPROVED EQUAL. BARS 0 18" O.C.E.W. WATER 2. ALL ASSEMBLY SIZES TO MATCH SIZE OF LINE COMB/NATION AIR AND VACUUM AIR RELEASE VALVE (SEE PLANS FOR SIZE). 2000 P.S.T. N.C.T.C.O.G. VARIABLE J. LARGER AIR VALVE ASSEMBLY WILL REQUIRE `O CUSS D" CONIC LARGER PIPING AND VALVE (SEE PLANS). AIR AND VACUUM — AIR RELEASE STATIONARY PIPE BOLLARD VALVE INSTALLATION NO SCALE NO SCALE 2-2 1/2" NOZZLE T T BONNET TO FLANGE AND NOZZLE 4 112" NOZZLES CAPS COLOR CODED TO G.P.M. PER N.F.PA, REMAINDER OF HYDRANT OO ABOVE GROUND PAINTED ALUMINUM. HYDNT A1- 4� 0 01 ;6" " MIN. 1.lREIN 65NERALOALLS FIRE HYDRANTS SHALL CONFORM TO MAX. GROUND LINE AWWA STANDARDS SPECIFICATIONS FOR FIRE HYDRANTS I FOR ORDINARY WATER WORKS SERVICE FOR WATER AND SANITARY SEWER IMPROVEMENTS. FIRE HYDRANTS 1/4%FT. RAISE SHALL HAVE A 5-114" MINIMUM VALVE OPENING AND MIN. 7 CUBIC FEET OF o 0 0 0 0 0 o WITH A 84RREL APPROXIMATELY 7" INSIDE DIAMETER. WASHED GRAVEL FILL o o o� ALL HYDRANTS SHALL BE EQUIPPED WITH A 000� o BREAKAWAY FLANGE. ALL HYDRANTS SHALL BE o APPROVED BY THE C17Y. CLASS B" CONC. THRUST POLY -WRAP 2. GUARD POSTS SHALL BE 6 L.F. OF 6' DIA. STEEL BLOCK (POURED IN PLACE) o '. (B MlL J PIPE (3' ABOVE &BELOW GROUND LEVEL). POST MUST NOT BLOCK WEEP HOLE SHALL BE ENCASED IN 16" DIA. CONC. PIER TO A DEPTH OF 12" BELOW POST B07TOU REINF. CONC. PIER WITH 2 NO.. 6 84RS (12" LONG) 7HRU POST INTO PIER. POST ABOVE GROUND LEVEL SHALL BE PAINTED ALUMINUM WITH 2-2 INCH BANDS OF RED PRECAST CONC. SLAB F� 2 D" �1 AND WHITE REFLECTIVE TAPE. OR POURED IN PLACE J. BONNET COLOR WATER MAIN CAP COLOR LESS THAN 500 G.P.M. RED 500-999 G.P.M. ORANGE 1,000-1,499 G.P.M. GREEN 6' DIA. CONC. FILLED GUARD 1,500 & GRE47FR G.P.M. BLUE 1 ' 6" 1 '-6 POST (4 REM, SEE N07F 2). ONG SWNF o ADAPTER WATER MAIN N M.J. x FLG. TEE 0 N U.J. HYDRANT FLG. x M.J. O O VALVE TYPICAL FIRE HYDRANT INSTALLATION NO SCALE FLAP VALVE 3" K 5" D/AA RIVER ROCK RlP—RAP 6" 9" MIN. MIN. 45' M.J. BEND WHERE POSSIBLE 2230' U.J. BEND WHERE POSSIBLE 2-6"x2'-6"x6" VALVE BOX PAD DISCHARGE LINE 2230' M.J. BEND \ WHERE POSSIBLE BLOW OFF DETAIL NO SCALE ADJUSTABLE VALVE BOX ,WATER LINE BLOW —OFF BRANCH N.R.S. GAIF VAL VE RANGED AND M.J. AS REQUIRED ese °'°ts °°d'e'°ted sPe`"'`°"°ts prepared for °°tstmctif of this apecitw e h. ie°t °try. eiI °t tt. a d°h°metes �s a �ks &cane, �.�.P. BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS eHe PROJECT NO. SHEET NO. °rtaPknoifteHe If ms d, a,y Is e p...yed� cu °t eie° th le, d y des°reP°r,�y rs betI-tr me ie°t.°tl° nie °td the 61rkh°rr, HetdP°k. & c°rter, PROFESSIONAL PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 BIDDING, OR PERMIT PURPOSES. CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 2016-114 35 DETAILS L.L.W. °Cgit°i n° a°m att, the °Cgh.1 d°°°t,ett a 9°�err, n Dallas, Texas 75243 (214) 361-7900 DATE: OMober 2017 October 2017 REVISED: 5/30/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 Misc Details.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 4'-0" 4'-0" 4'-0' I I I I I I I 1 1/2' EXPANSION JOINTS SHALL BE SPACED SIDE ELEVATION AT 20' INTERVALS OR AS OTHERWISE SIDEWALK MARKINGS SHALL BE GROOIED J/8" DEEP ON 4' DENIERS 14 SMOOTH DOWELS 18" LONG, LUBRIC47FD SPACING 12' O.C.A=[ AS SPEC/RED J" 5' 0" USUAL 2" SLOPE 2X MAX TOWARDS STREET PROP 4' - r �-3/B" R MOUNTABLE T CURB NO 3 8ARS 18' O.C. 1 =-�I 1' x 6' EACH WAY MAX. SPACING I EXPANSION — L MATERIAL --- �PROP. 8" SECTION CONC. PVMT NEXT TO CURB �o 1 R._n. SPECIFIED AND JOINTS SHALL BE RILED WITH PREMOLDED BITUMINOUS EXPANSION JOINT FILLER AND REDWOOD. OR 1' WIDE EXPANSION MATERIAL IS REQUIRED WHERE PROP. CONC. WALK ABUTS WITH o mCONCRETE DRIVEWAY OR 07HER CONCRETE PAVEMENT OR CURB h � 0 Vnaicc 3' 3' R 1/2%FT. SLOPE 2.00X TOWARDS STREET .qtFT NO 3 BARS 18" O.C. EACH WAY MAX. SPACING REINFORCED CONCRETE SIDEWALK NO SCALE 1O'-0" MAX. BARBED WIRE �,,,,,,,,,o„, 2" FOUR —STRAND BARBED WIRE FENCE NO SCALE L PROP. FINISHED GRADE SECTION OFF OF CURB 10'-0" MAX BARBED 1WRE STANDARD STEEL rSTRAND WIRE FENCE POST WIRE PROP. 4" MOUNTABLE CURB PROP. 8" CONC. PVMT. VERRC& 9-1/2 GAUGE STAYS BETWEEN 2000 P.S/. POSTS CONCRETE /2' FIVE —STRAND BARBED WIRE FENCE NO SCALE E 3/4' PREFORMED -. 000�00000:; o 0 0 0 ° ° ° ° ° (RAMP ONLYJ--RED COLORED PAVERS EXPANSION MATERIAL o o 0 o o°orb °000 ' PER ADA SECTION 4.29.2 H . 000�o w o0. :.000<� H _ ° o00 000 . o°0°o°0 0 ,i/4' PREFORMED BACK o° 0° 0° o o o°o°o°o°o :. EXPANSION MATERIAL '. OF 6' ., °0°0°0°o . CURB .; 00000000000 D FACE I OF 5' 4- 5' CURB ' ' I' E BARRIER FREE RAMP ® STRAIGHT CURB 3/4" EXPANSION TOP v MA7ER14L OF 6" 6' CURB \ / I I" SAND BEDDING SECTION D—D SECTION H—H 3/4" PREFORMED EXPANSION MATERIAL PAVERS FILLED WITH SOF—SEAL 3/4" PREFORMED EXPANSION MATERIAL LOW MODULUS SEALANT OR APPROVED EQUAL. INTERLOCKING PAVERS (2 3/89 TAPE, ROPE OR ROD SIDEWALK 6' SEALANT AND CONCRETE 1" S4N0 SLOPE 1.20 (MgXJ TO PREVENT BOND BETWEEN II .I STREET COMPACTED SUBGRADE TO 1" SAND BEDDING 95X STD. PROCTOR, ASTM D698 4' 3000 PS/ CONC. W/N0.3 REB4R ® 18' O.C.E.W. SECTION E—E These d f. °td to tld sPf thl` epe for °°tstmctif this apecif e e CITY OF ANNA TEXAS BHC prepared i °try. ei °t a a d°h°metes �s BIRKHOFF HENDIMCKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW 7 PROJECT NO. h. p tt. dhAe �.�.P. AND ARE NOT INTENDED FOR CONSTRUCTION, U.S. 75 UTILITY RELOCATIONS SHEET NO. °rtBPknoif�eHe &cane, If PROFESSIONAL ENGINEERS PROFESSIONAL BIDDING, OR PERMIT PURPOSES. 2016-114 ms d, a,y Is e p...yed9 cu °t el— th the, d y di—t rs be I-tr me TBPE Firm No. 526; TBPLS Firm No. 10031800 CRAIG M. KERKHOFF elect—l' file °td the Birkh°rr, Hetdri°k. & career, 11910 Greenville Ave., Suite 600 TEXAS P.E. NO. 106102 DETAILS 36 L.L.P. °r:9it°I , .11 as . °r9�t°I d°°°trett a 9°ge.1 n Dallas, Texas 75243 (214) 361-7900 DATE: October 2017 October2017 REVISED: 5/30/17 — KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 Misc Details.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 METER BOX rGROUND LINE & METER_. i F9� � %lN�iYi]�7�7xNl9. ANGLE STOP COMPRESS/ON X F.L.P.T. MUELLER OR/SEAL MARK Y I" CORPORATION STOP WITH COMPRESSION I" 5OR-9 POLY TUBE COUPLING NUT DOUBLE STRAP 2^ BRONZE SERVICES WATER MAIN TYPICAL SERVICE CONNECTION WITH METER BOX NO SCALE 3" 5" COARSE AGGREGATE, 200% OR 6" MIN. THICK jRFA — NOTE. FILTER FABRIC EXIST. GRAVEL DIVERSION RIDGE REQUIRED DRIVE WHERE GRADE EXCEEDS 2.00% SECTION A -A - FLOW - i' \ 1 1 1 i SEDIMENT BARRIER NOTE /x� �x� (SILT FENCE) x + USE SANDBAGS, DIVERSIONS OR SPILLWAY Z OTHER APPROVED METHODS TO CHANNELIZE RUNOFF TO �+ SEDIMENT BARRIER AS REQUIRED. �h I A h X' 5" COARSE AGGREGATE 6" MIN. THICK) 1 �h 50' PLAN CONSTRUCTION ENTRANCE ROAD FOR EROSION CONTROL NO SCALE SUPPLY WATER TO WASH WHEELS IF NECESSARY. BACKFLOW PREVENIER REQUIRED FOR SOURCE WATER } A EXIST. GROUND v' GRADE TO MATCH LINE --\ /�EXISITNG CHANNEL J/HO/L/LLU1111 STABILIZED TRENCH BACKFILL 12 INCHES BACKFILL BACKFILL TRENCH EMBED. & TRENCH BACKFILL BACKFILL NOTE: PROPOSED PIPELINE STABILIZED BACKFILL SHALL CONSIST OF A MIXTURE OF SAND FREE FROM LUMPS AND CLODS AND 2 SACKS OF CEMENT PER CUBIC YARDS OF SAND. ALL MATERIAL SHALL BE MIXED IN TRANSIT TYPE CONCRETE MIXER. THE STABILIZED BACKFILL SHALL BE COMPACTED IN A MOIST CONDITION, OR WATER ADDED TO PROVIDE A FREE FLOWING MIXTURE. IF A FREE FLOWING MIXTURE IS USED, THEN INITIAL SET MUST BE PERMITTED PRIOR TO PLACEMENT OF OTHER MATERIALS. STABILIZED CEMENT BACKFILL DETAIL SIGN PANEL J14-EXTERIOR PLYWOOD PAINTED LIGHT BLUE FRAME 2 W STOCK FRAME TO BE PAINTED WHITE ALL PAINT TO BE EXTERIOR GRADE" SIGN FRAME SW3P SIGN NO SCALE NOT TO SCALE / 6" MIN. 6" MIN. TOP OF STONE. EACH SIDE OF SILT FENCE STONE OVERFLOW STRUCTURE NO SCALE STEEL POST (NCTCOG ITEM 2.8.2. (b)) STEEL POST MAX. 8' SPACING FILTER FABRIC MIN. 1' BELOW GROUND LEVEL FILTER FABRIC MIN. HEIGHT 24" (NCTCOG ITEM 2.23.4) I HOG WIRE WITH MAX. 6'k6" OPENINGS, ABOVE EXISTING IF REQUIRED GROUND LEVEL HOG WIRE ROW IF REQUIRED - COMPAC7ED EARTH _�II�II�II II II�II�IIE TRENCH 6" DEEP dl� III I�II�II� OR ROCK 6ACKFILL AND 6" WIDE �I �I I tl -11111111C -II�II III II II II�II�II� Fill- l l i= COMPACTED EARTH - 12" MIN. BELOW GRADE I-11-I I OR ROCK BACKFILL -1I 1=1I EXTENSION OF FABRIC FLOW FABRIC TOE-lN INTO TRENCH ISOMETRIC VIEW SECTION VIEW SILT EROSION CONTROL FENCE TO BE PLACED AROUND STAGING AREA, ALONG CURB LINES, AT BORE PITS AND ALONG OPEN CUT SECTIONS OF PROJECT. NO SCALE S/LT FENCE NOTES 1. THE CONTRACTOR SHALL INSPECT SILT FENCE WEEKLY AND AFTER AWOR RAIN EVENTS TO ENSURE THAT THE DEVICE /5 FUNCTIONING PROPERLY. 2. THE CONTRACTOR SHALL REMOVE SEDIMENT FROM BEHIND FENCE WHEN 7HE DEPTH OF SEDIMENT HAS BUILT UP TO ONE-THIRD THE HEIGHT OF THE FENCE ABOVE. 3. THE CONTRACTOR SHALL INSPECT THE BASE OF THE FENCE TO ENSURE THAT NO GAPS HAVE DEVELOPED AND REIRENCH AS NECESSARY. 4. THE CONTRACTOR SHALL INSPECT FENCE POSTS TO ENSURE THAT THEY ARE PROPERLY SUPPOR771VG THE FENCE. lF NECESSARY, THE CONTRACTOR SHALL RESET AND ADD POSTS 5. IF FILTER FABRIC lS RIPPED, DAMAGED OR DETERIORATED, THE CONTRACTOR SHALL REPLACE IT IN ACCORDANCE WITH T.CF0.. APPROVED SWPPP. STORM WATER POLLUTION PREI/ENTION NOTES 1. PRIOR TO CONSTRLIC7701V CONTRACTOR SHALL PRONDE A STORM WA7£R POLLUTION PREWN770N PLAN (SWPPP) PREPARED BY A REGISTERED PROFESSIONAL ENGINEER, TO THE CITY. 2. IT SHALL BE THE CONTRACTORS RESPONSIBIL17Y TO FURNISH, INSTALL, MAINTAIN AND REMOVE ALL STORM WATER POLLUTION PREVEN77ON MEASURES IN COMPLIANCE WITH THEIR T.P.O.ES. PERMIT AND ALL T.C.EO.. REGULATIONS. ese °'°ts °°d'e'°ted sPe`"'`°"°ts prepared for c°tstmctif of this apecitw e h. i p °try. eiI °t tt. a d°h°metes �s a �ks &cane, �.�.P. BIRKHOFF HENDRICKS & CARTER, L.L.P. THESE DOCUMENTS ARE FOR INTERIM REVIEW AND ARE NOT INTENDED FOR CONSTRUCTION, CITY OF ANNA TEXAS 7 U.S. 75 UTILITY RELOCATIONS BHC PROJECT NO. SHEET NO. °rtaPknoifteHe If ms eiet d, a,y Is e p...yedcu � °t le, ify d�s�reP v.t rs betI-tr the iect.°t1' nie °td the 61rkh°rr, Hetdrick. & c°rter, PROFESSIONAL PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 11910 Greenville Ave., Suite 600 BIDDING, OR PERMIT PURPOSES. CRAIG M. KERKHOFF TEXAS P.E. NO. 106102 2016-114 37 DETAILS L.L.P. °rlgit°i n° a°m att, the °Cgh.1 d°�°t,ett a 9°�err, n Dallas, Texas 75243 (214) 361-7900 DATE: OMober 2017 October 2017 REVISED: 5/30/17 - KANDERSON H:\Projects\Anna\2016114 US75 Utility Relocations\Sheets\2016114 Misc Details.dwg PLOT SCALE: 1:2 PLOT STYLE: 11x17.ctb PLOTTED BY: KANDERSON ON 10/18/2017 ROW CSJ: 0047-14-072-075 U-Number: U14593 BIRKHOFF, HENDRICKS & CARTER, L.L.P. Project No. 2016-114 PROFESSIONAL ENGINEERS Texas Finn F516 Client: City of Anna Date: 17-Oct-17 Project: US 75 Utility Relocations Overall Project City of Anna Oversize Not Inlcuded By: CMK ENGINEER'S OPINION OF CONSTRUCTION COST Gem Nie. Description Overall Project Cost City or Anna Oversize Quantity Unit I Price I Amount H Quantity Unit Price Ammnt i Right -of -Way Preparation 120 Sla $ 275.00 S 33,000.00 2 Furnish & Install 4-inch PVC Water Line (AWWA C-900, DR 18) with All Fittings and Embedment by Open Cut 33 LF S 38.50 S 1,270.50 3 Furnish & Install 6-inch PVC Water Line (AWWA C 900. DR-18) with All Fittings and Embedment by Open Cut 98 LF $ 44.00 S 4,312.00 4A Furnish & Install 8-inch PVC Water Line (AWWA C-900, DR-18) with All Fittings and Embedment by Open Cut 9,055 LF 5 49.50 S 448,222.50 4B For Oversize from 8-inc to I -inc PVC i AWWA -900, DR- 18 Waterline 5,958 LF S 11.00 $ 65,538.00 5A Furnish & Install 8-inch PVC Water Line (AWWA C-900. DR-18 1 by Open Cut with Type "G" Concrete Embedment and All Fittings 322 LF S 77.00 5 24,794.00 5B For Oversize from 8-inch to 12-inch PVC (AWWA C-900. DR- 18) Waterline with Type "G" Embedment 100 LF 15 16.50 S 1,650.00 6A Furnish & Install 8-inch HDPE Water Line wit us_ Jainls and Embedment by Open Cut 10 LF S 60.50 S 42,955.00 6B For Oversize from 8-inch to 12-inch HDPE Waterline w/ Fused Joints 710 LF $ 11.00 S 7,810.00 7 Furnish & Install 12-inch PVC Water Line (AWWA C-900, -18) with All Fillings and Embedment by Open Cut 2,105 LF $ 60.50 S 127,352.50 546 S 60.50 $ 33,033.00 8 Furnish Install -inc ater Line ( - - ) by Other Than Open Cuty with 18-inch Steel Encasement (1/4-inch thick)* 474 LF $ 495.00 $ 234,630.00 9 Furnish & Install 12-inch PVC Water Line (AWWA C-900, DR-18) by Open Cut with Type "G" Concrete Embedment and All Fittings 48 LF S 99.00 $ 4,752.00 10 Connect to Existing Water Service, Inclu ing crvice Saddle and All Fittings to Connect to Existing Meter and Meter Box 33 Ea S 825.00 S 27,225.00 I 1 Furnish & Install 4-inch Reselient Seated ale Valve, including -Valve Stack, Valve Pad and Extension* 2 Ea $1,980.00 5 3,960.00 12 Furnish & Install 6-inch Reselient Seated Gate Valve, inclu ing a vc Stack, Valve Pad and Extension* I Ea $2,200.00 S 2,200.00 13A Furnish & Install 8-inch Resciient Seated Gate Valve, inclu ing a ve Stack, Valve Pad and Extension* 25 Ea $2,640.00 S 66,000.00 13B For Oversize from 8-inch to 12-inch Reselienl Seated Gale Valve* 15 Ea $1.210.00 S 18,150.00 14 Furnish & Install 12-inch Resehcnt Seated Gale Valve, including Valve Slack, Valve Pad and Extension* 13 Ea $3,850.00 S 50,050.00 1 Ea $3,850.00 S 3,850.00 15 Furnish & Install 8-inch Blow -off Valve* 3 Ea $5,500.00 $ 16,500.00 16 Furnish & Install Standard Fire Hydrant and Fittings* 6 Ea $3,300,00 $ 19,800.00 17 Relocate Existing Fire Hydrant 21 Ea $1,320.00 $ 2,640.00 18 Furnish & Install 2-inch Combination Air Release VaNe w/ 4-fool Manhole 4 Ea S6,600.00 $ 26,400.00 19 Connect to Exi sling 2-inch Water Line 2 Ea $ 825.00 S 1,650.00 20 Connect to Existing 4-inch Water Line 3 Ea $1,100.00 S 3,300.D0 21 Connect to Existing 6-inch Water Line 3 Ea S1,320.00 $ 3,960.00 22 Connect to Existing 8-inch Water Line 21 Ea $1,650,00 S 3,300.00 23 Connect to Existing 12-inch Water Line 5 Ea $2,750.00 $ 13,750.00 24 Cut, Plug & Abandon Existing Water Line 11 Ea $1,100.00 $ 12,100,00 25 Furnish Erosion Control Plan 4 LS S1,650.00 S 6,600.00 26 Furnish, Install, Maintain and Remove Erosion Control Devices 12,371 LF $ 2.20 S 27,216.20 27 Furnish, Install, Maintain and Remove Traffic Control Devices 8 Mo $2,750.00 S 22,000.00 28 Furnish Trench Safety Plan 4 LS $2.200.00 S 8,800.00 29 Furnish, Install, Maintain and Remove Trench Safety Systems 12,371 LF S 1.65 5 20.412.15 30 Remove & Replace Gravel Driveway 18 SY S 27.50 S 495.00 31 Remove & Replace Concrete Driveway 174 SY S 66.00 S 11,484.00 32 Remove & Replace Asphalt Pavement 40 SY $ 82.50 S 3,300.00 33 Remove & Replace Concrete Sidewalk 48 SY $ 55.00 $ 2,640.00 34 Remove Concrete Pavement 47 SY $ 27.50 S 1,292.50 35 Full Depth Sawcut 241 LF $ 2.20 $ 530.20 36 Install Longitudinal Butt Joint 241 LF S 5.50 S 1.325.50 37 Remove & Replace Barbed Wire Fence 20 LF $ 16.50 $ 33000 38 Remove & Replace Pipe Rail Fence 739 LF $ 44.00 S 32,516 00 39 Remove & Replace Hog Wire Fence 149 LF $ 16.50 $ 2,458.50 40 Remove & Replace 6-inch Monolithic Curb 57 LF S 38.50 5 2,194.50 41 Remove & Replace Barrier Free Ramp 1 LF S 550.00 $ 550.00 42 43 44 Cement Stabilized Backfill Furnish & Install Concrete Bollard Remove & Replace Ornamental Gate 68 16 I SY Ea Ea $ 88.00 S 275.00 $1,650.00 $ S S 5,984.00 4,400.00 1,650.00 Construction Total Easement Acquisition 287,439 SF $ 0.50 $ $ 1,330,302.05 143,71950 130,031.00 Engineering, Surveying, Platting, Construction Admin Engineer CAD Technician Clerical 557 443 57 Man-Hrs Man-Hrs Man-Hrs S 250.00 S 150.00 S 100.00 $ $ $ 139,250.00 66,450.00 5.700.00 Total Engineering Fees $ 211,400.00 Quality Control & Materials Testing (3rd Party) 272 Man-Hrs $ 125.00 $ 34,000.00 Inspection Services 453 Man-Hrs S 75.00 $ 33,975.00 Project Total without Betterment: Project Total with Betterment: $ $ 1,753,396.55 1,883,427.55 Eligibility Ratio 95.30% - EI ' Buy Amiercan compliance document will be provided as required for the items marked "" in accordance with Tx00T/FHWA letter dated April 7, 2014 ATTACHMENT "B" U 14593 City of Anna Collin County Federal Project Number: N/A ROW CSJ:0047-14-072/-075 Const. CSJ: 0047-14-069/-074 Roadway: US 75 From: North of Melissa Rd To: FM 455 Interchange Utility Accounting Method FX Actual Cost Method of Accounting The utility accumulates cost under a work order accounting procedure prescribed by the Federal or State regulatory body; and The utility proposes to request reimbursement for actual direct or related indirect costs. 0 Lump Sum Method of Accounting The utility proposes to request reimbursement based on an agreed lump sum amount supported by a detailed cost analysis. ATTACHMENT "C" U 14593 City of Anna Collin County Federal Project Number: N/A ROW CSJ:0047-14-072/-075 Const. CSJ: 0047-14-069/-074 Roadway: US 75 From: North of Melissa Rd To: FM 455 Interchange Utility Schedule of Work and Estimated Date of Completion Anticipated Construction Start Tentative Date To be Scheduled Upon Receipt of Approved Agreement 2/6/18 Construction Duration Total Days (Calendar Days) 130 Estimated Completion Date Tentative Date 6/16/18 ATTACHMENT "D" U 14593 City of Anna Collin County Federal Project Number: N/A ROW CSJ:0047-14-072/-075 Const. CSJ: 0047-14-069/-074 Roadway: US 75 From: North of Melissa Rd To: FM 455 Interchange Statement Covering Contract Work FX See attached TxDOT Form ROW-U-48 Statement Covering Utility Construction Contract Work (As appearing in Estimate) STATEMENT COVERING UTILITY CONSTRUCTION CONTRACT WORK 7vras (AS APPEARING IN ESTIMATE) Depsrtmenl l hansporfellon Form ROW-U-48 (Rev.06/12) Page 1 of 1 U-Number: U14593 ROW CSJ Number: 0047-14-072/-075 District: Dallas County: Collin Federal Project No.: N/A Philip Sanders City of Anna Highway No.: US 75 , a duly authorized and qualified representative of , 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 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 ❑X 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. 0 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. Such presently known contractors are listed below: 2. 3. 4. 5. F] 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. (If only part of the contract work is to be done under an existing contract, give detailed information by attachment hereto.) F] D. The utility proposes to contract outside the foregoing requirements and therefore evidence in support of its proposal is attached to the estimate in order to obtain the concurrence of the State, and the Federal Highway Administration Division Engineer where applicable, prior to taking action thereon (approval of the agreement shall be considered as approval of such proposal). E. The utility plans and specifications, with the consent of the State, will be included in the construction contract awarded by the State. Signature City Manager Title Date *U48* ATTACHMENT "E" U 14593 City of Anna Collin County Federal Project Number: N/A ROW CS3:0047-14-072/-075 Const. CSJ: 0047-14-069/-074 Roadway: US 75 From: North of Melissa Rd To: FM 455 Interchange Utility Joint Use Acknowledegment Reimbursable Utility Adjustment 0 See Attached TxDOT Form ROW-U-JUAA (Retaining Property Rights) FX Utility Installation Review/Approval (Relocating Back Into State ROW) 0 N/A (Relocating Outside of State ROW) Joseph Johnson From: TxDOT Utility Installation Review System <Eduardo.Garcia5@txdot.gov> Sent: Tuesday, June 6, 2017 2:18 PM To: Joseph Johnson Cc: tcarte2@dot.state.tx.us; ROW_UPSStaff@txdot.gov; jmille1@txdot.gov; mario.mendez@txdot.gov; david.stauder@txdot.gov; charles.lankford@txdot.gov; dmurphy@dot.state.tx.us; larryjeffers@txdot.gov, rhejke@dot.state.tx.us; scott.whipkey@txdot.gov; ROW_MSUSTAFF@txdot.gov Subject: Application approved. Notify TOOT (using UIR) 2 business days prior to construction TxDOT Utility Installation Request System Installation Request No.: DAL20170531111602 Application approved, Notify TxDOT (using UIR) 2 business days prior to construction Installation Owner: City of Anna Office Name: City of Anna Applicant Name: Joseph Johnson Phone: 977-924-4510 Mobile: Email: jjohnson@annatexas.gov Route: US0075 Control Section: 004714 Details: https://apps.dot.state.tx.us/apps/UIRPROv2/uclnt/ucLogin.asp Notice of Proposed Installation: http://apps.dot.state.tx.us/apps/UIRPROv2/x718O/DAL/17/05/31/111602/DAL20170531111602_Notice_3.pdf Approval Form: http://apps.dot.state.tx,us/apps/UIRPROv2/x718O/DAL/17/05/31/111602/DAL20170531111602_Approval.pdf Installation Owner is required to keep a copy of the Notice of Proposed Installation, Approval Form, and any approved amendments at the job site at all times. From: Terry Carter To: jjohnson@annatexas.gov CC: tcarte2@dot.state.tx.us; ROW_UPSStaff@txdot.gov; j mill e 1 @txdot.gov; mario.mendez@txdot.gov; david.stauder@txdot.gov; char]es.lankford@txdot.gov; dmurphy@dot.state.tx.us; larry.jeffers@txdot.gov; rhejke@dot.state.tx.us; scott.whipkey@txdot.gov; ROW-MSUSTAFF@txdot.gov Sent: 6/6/2017 2:17:45 PM Note: If you are an Outlook user, please disable the option to remove extra line breaks. You can do this in Outlook by going to: Tools / Options / Preferences / Email Options ATTACHMENT "F" U 14593 City of Anna Collin County Federal Project Number: N/A ROW CSJ:0047-14-072/-075 Const. CSJ: 0047-14-069/-074 Roadway: US 75 From: North of Melissa Rd To: FM 455 Interchange Eligibility Ratio 0 Interstate Project 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. FX State and Local Project On State and Local projects, Texas Transportation Code section 203.092 provides that utility utility reimbursement for facility relocation is dependent upon whether the utility possesses a valid property interest. "Eligibility Ratio" is 95.30% See Attachment H for proof of property interest. FX Eligibility Calculation - See attached U 14593 US 75 ROW CS1: 0047-14-072/075 City of Anna Eligibility Ratio (ER) Public Private Total Plan Sheet 5 0 43 Plan Sheet 6 505 Plan Sheet 7 497 Plan Sheet 8 493 Plan Sheet 9 493 Plan Sheet 10 581 Plan Sheet 11 497 Plan Sheet 12 575 Plan Sheet 13 500 Plan Sheet 14 565 Plan Sheet 15 507 Plan Sheet 16 493 Plan Sheet 17 500 Plan Sheet 18 500 Plan Sheet 19 504 Plan Sheet 20 503 Plan Sheet 21 363 Plan Sheet 22 240 161 Plan Sheet 23 225 281 Plan Sheet 24 500 Plan Sheet 25 498 Plan Sheet 26 490 Plan Sheet 27 503 Plan Sheet 28 232 Plan Sheet 29 Plan Sheet 30 439 Plan Sheet 31 428 Plan Sheet 32 0 Plan Sheet 33 110 Totals 575 11651 12226 Total LF 12226 Eligible LF 11651 Eligiblity Ratio 95.30% ATTACHMENT "G" U 14593 City of Anna Collin County Federal Project Number: N/A ROW CSJ:0047-14-072/-075 Const. CSJ: 0047-14-069/-074 Roadway: US 75 From: North of Melissa Rd To: FM 455 Interchange Betterment Calculations and Cost Estimates 0 Betterment does not exist in this agreement 0 Forced Betterment exists in this agreement 0 At the Request of the State 0 Due to Technological Advances 0 Due to Utility Standards - See attached documentation FX Betterment exists - SeeAttached Calculations Attachment G Betterment Calculation Sheet City of Anna TXDOT US 75 Roadway Widening ROW CSJ: 0047-14-072/075 U14593 Total In Kind Cost $ 1,753,396.55 Total Betterment Cost (A) $ 130,031.00 Total Cost (In Kind + Betterment) (B) $ 1,883,427.55 Betterment Credit Percentage (A+B) 6.90% sedimentation and conveyance of nonpoint source pollutants, the layout of the Street network, Lots and building sites shall, to the greatest extent possible, be sited and aligned along natural contour lines, and shall minimize the amount of cut and fill on slopes in order to minimize the amount of land area that is disturbed during construction. 11.08 Approval Lots in any proposed Subdivision shall not be approved until drainage facilities adequate to prevent flooding have been installed or necessary arrangements made for such installation as required under these Subdivision Regulations. 11.09 Issuance of Building Permits On any Lot designated by the City Engineer as requiring completion or partial completion of drainage improvements prior to building construction, no building permits shall be issued prior to a release authorized by the Planning Director. Section 12. Extension of Service of Utilities and Pro Rata Agreements 12.01 Definitions For the purposes of this Section 12, the following definitions shall apply unless the context clearly indicates or requires a different meaning: Associated Facility. An apparatus or improvement that is used in conjunction with a water or wastewater line that provides water or wastewater service to a tract of land, regardless of where the associated facility is located. The term includes but is not limited to a lift station, a force main, a pump station, a storage tank, or an addition to an existing facility that increases the capability of the existing facility to provide water or wastewater service. Developer. The person, business, corporation or association responsible for the development of a lot, parcel or tract, and includes the property owner or subdivider. Oversize or Oversizing. With reference to a water or wastewater line or an associated facility, means an increase in the size or capacity of the line or associated facility above the standard size, including fire flow requirements, that is necessary to provide complete utility service to a particular development. With respect to any associated facility, "oversize" or "oversizing" means the size or capacity in excess of the size or capacity that would otherwise be necessitated by the particular development as determined by the City engineer. Pro Rata Fee. A charge made against a lot, tract or parcel for the purpose of reimbursing the City or a developer a proportionate share of the service extension costs for extending a water or wastewater line and associated facilities that serves the property against which the charge is made. Service Extension. A water or wastewater line or an associated facility that is necessary to extend water or wastewater service from a major City transmission main or collection main to a tract of land and across the tract or frontage of the tract to a point determined by the City engineer to be consistent with further service extensions of the City, provided that the extension does not extend beyond the property boundaries of the tract. Service Extension Application. A request in writing to the City for extension of water or wastewater service to a development. Service Extension Costs. The total costs of any off -site service extension, as initially determined by the City's engineer, including but not limited to costs of land/easement acquisition, design and construction costs, and any permitting or administrative fees required for such extension, but not including amounts expended solely for oversizing. Service Extension Contract. A legal document that defines the responsibilities and requirements of the entity requesting a service extension and the City with regard to the service extension. A service extension contract may be required at the sole discretion of the City. Standard Size. With respect to a water or wastewater line, the standard size means an eight -inch diameter line. With respect to any associated facility, the standard size is the size or capacity needed to serve a particular development as determined by the City engineer. Water or Wastewater Line. A necessary appurtenance to a water distribution or wastewater collection system. The term includes a valve, manhole, connection, air release, diversion, and other equipment necessary to make the water distribution or wastewater collection system operable in compliance with the design criteria and standards of the City. 12.02 Responsibilities of Developer; Application (a) The developer shall extend all water and wastewater lines and associated facilities needed to connect the development or land use with the City's approved water distribution system and wastewater collection system. The developer shall further extend all lines across the property currently being developed or to the point on such property from which such lines will be extended to serve adjoining land as determined by the City. As a condition of acceptance of water or wastewater lines, the City may require conveyance of an easement across the property currently being developed as well as other contiguous property owned by the developer for purposes of future extension of the water or wastewater lines. All initial service extension costs and all initial costs of oversizing, shall be borne by the developer or property owner, subject to reimbursement from proceeds of pro rata fees or cost participation pursuant to Sections 12.10 and 12.11. Requests for extension of water and wastewater lines shall be as provided for in this Section 12. (b) A service extension application is required to (1) Connect a tract of land to the existing City system; or (2) Provide utility service to a tract of land if an existing line or associated facility is unsuitable or insufficient to provide service to the tract. (c) A developer or property owner must submit an application for a service extension to the City engineer. (d) An application for a service extension must: (1) Include a general description of the location, size, and capacity of the service extension; and (2) If within the City's ETJ, be accompanied by an irrevocable petition to the City for voluntary annexation at such time and under such conditions as deemed appropriate by the City. CITY OF ANNA, TEXAS SUBDIVISION REGULATIONS — current through 08/12/2014 Page 38 of 64 Section 5. WATER SYSTEM 5.1 General: The design and construction of the water distribution system to serve the development shall be in accordance with good engineering principles, with these Design Standards and with the requirements of the Texas Commission on Environmental Quality (TCEQ). All off -site water mains shall be sized and located to conform to projected demands in accordance with the latest Water Master Plan and the computer model with regard to the impact of each development on the existing and proposed water distribution system. No construction shall commence prior to the approval of the plans and specifications by the City. All facilities shall be of sufficient size to provide adequate capacity for ultimate development. The pipelines shall be sized to meet the maximum instant domestic requirements plus an appropriate allowance for fire protection water. The design criteria for water demand shall be submitted to the City with the plans and specifications. The City reserves the right to require larger pipelines than required for the proposed development in order to provide capacities for areas outside the development. The developer will be responsible to construct water lines adjacent to their property in accordance with the latest Water Master Plan, across the frontage of the tract, or as required by the City. All facilities that are to be public shall be constructed with domestically manufactured materials. The minimum pipeline size to serve residential areas shall be eight (8) inches in diameter, and the minimum pipeline size serving commercial, business, industrial, etc. shall be eight (8) inches. In general, all lines shall be looped with no dead -ends. Dead-end lines will be considered on a case by case basis and shall be furnished with an approved flush valve arrangement. The developer shall provide facilities sufficient for fire flows in accordance with the minimum criteria of the State Board of Insurance or the Fire Code adopted by the City. Fire flows to be calculated with a minimum of thirty five pounds per square inch (35 psi) of residual pressure at the fire hydrant with a 35 psi residual in the water distribution system. 5.2 Connections to Existina Distribution Svstem: Preliminary discussions concerning take -off points in the distribution system should be conducted with the City of Anna Public Works Department prior to finalizing the preliminary designs of the distribution system, which will serve the development. Connections to the City's existing system will be allowed only at locations where the City has determined that sufficient quantity and pressures are available to meet the projected requirements of the development. In general, the connections to the existing distribution system shall be made in such a manner to keep "shut -downs" to a minimum. Preference will be given to a tapping sleeve and valve connections. In a proposed development where City water is not adjacent to the property but is accessible, the developer shall provide, at his expense, an off -site water main of ATTACHMENT "H" U 14593 City of Anna Collin County Federal Project Number: N/A ROW CSJ:0047-14-072/-075 Const. CSJ: 0047-14-069/-074 Roadway: US 75 From: North of Melissa Rd To: FM 455 Interchange Proof of Property Interest 0 Interstate Project 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. FX Recorded easements exist in current Utility name - See attached FX Easement Documents FX Affidavit A (TxDOT Form ROW-U-1A) Birkhoff, Hendricks Carter, LLP 91112017 City of Anna, Texas U.S. Highway 75 Utility Relocations South Grayson Water Supply Corporation Water Line Easements Vol. Page Date Survey Abstract Grantor Grantee 4300 884 10/31/1967 T. Ratton Survey 782 Wayne and Janet Sherley South Grayson Water Supply Corp. 4298 880 11/1/1967 WE Throckmorton 899 John and Eva McVeigh South Grayson Water Supply Corp. 1122 188 7/20/1978 T. Ratton Survey 782 R.G. Reid South Grayson Water Supply Corp. 1122 189 3/15/1978 T. Ratton Survey 782 W.L. Reid South Grayson Water Supply Corp. 1122 190 3/15/1978 T. Ratton Survey 782 Alvin E. Foster, DDS South Grayson Water Supply Corp. 1122 191 3/25/1978 T. Ratton Survey 782 Mrs. Wayne Sherley South Grayson Water Supply Corp. Relevant Property Info.xlsxJ:\CLERICAL\Anna\2016-114 US75 Utility Relocations\Deed Research\South Grayson Water Supply Corp\Relevant Property Info.xlsx THE STATE OF 'TEXAS ) �� COUNTY OF Collin )} KNOW ALL MEN AY THESE PRESENTS: 4300 H That Wayne Sherley and wife Janet Sherle of the County o Collin State of Texas, hereinafter called "Grantor", for a good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant to —South Grayson Water Supply Corporation, hereinafter called "Association", a perpetual casement and right-of-way for the purpose'of constructing, operating and maintaining a water pipe line over and across Grantor's land in John Coffman and T. Rattan Survey, Abstract No197 & 7B2 Collin Caunty, Texas, more particularly described in deed from— 7a��,chpi 7 n.r t„�raraVnP c}lPT1P;r dated September 28 lg 62 , and recorded in Voltune_ 605 pan 312 ^f the Deed Records of said County and containing 226 acres. Being ■ strip of land across the tract referred to above, ten (10) feet in width, with the Grantee herein being hereby authorized to designate the course of the easement herein conveyed, except that when the pipe line is installed, the easement herein granted shall be limited to a strip of land ten (10) feet in width, with the center line thereof being the pipe line as installed. Togcrher with the right of ingress and egress over Grantor's adjaccnt lands to or from said rightof-way for the purpose of constructing, improving, reconstructing, repairing, inspecting, maintaining and removing said water line and appurtenances; the right to relocntt said line in the same relative position to any adjaccnt road, if same is widened in the future; the right to prevent possible interference with the oWalion of said lint and to remove possible hazard thereto; the right to pprtvcnt ht canstrucrion, for a distance of one-half the width of the easemerst on each side of the actual center of where said water kinr is lraid, of any build- ing, structures or other obstructions which may endanger or interfere with the efficiency, safety or convenient aperation of said water linc and its appurtenances. If such buildings, structures or other obstructions are constructed by Grantor, as above mentioned, Without written consent of the Association, then the Association shall have the right to remove same from such space, and this agreement, together with other provisions of this grant shall constitute a covenant running with the land for the btncfit of e Association, it, successors and assigns. th The right is reserved to Grantor to uic the land over which a righz-cf-way ar easement is herein granted for the general agricultural and Grazing purposes, provided such use shall not inciudc the growing of trees thereon or any other ute which might interfere with the exercise by The Association of the rights hereby granted, The consideration recited herein shall constitute pay- mcnc in full for all damages sustained by Grantor by reason of the installation of the structures referred to herein and the Granter w1l maintain such eatcmcnt in a slate of goud repair and efficiency so 'hat no unreasonable damages will result from its erne to Grantor't premises, TO HAVE AND TO HOLD the above described easement and rights unto the wid South Grayson Supply Corporation, its successors and assigns, forever. Water And Grantor does hereby bind himself, his.heiti and legal representatives, to Warrant and Forever Defend all and singular the above described easement and rights unto the said Association, its .successors and assigns, sgainst every person whomaoever lawfully claiming or to claim the grime or any part thereof. day of EXECVI$D THIS - ,.GOR,7. THE STATE OF TEXAS COUNTY OF--CG1 I in . ... ..... Before me, the undCrd9W'&ut61itY, an this day petsonafly ippeued-. -Wayne _Sher ley and, .- -Janet Sherlev his wife both known to me to be the Persons whose names are subscribed to the foregoing iajLr'u-mCA&akk16MC*d I td Vid : tht-thef'exch executed the .., fr-.the purposes And comidocrition itherei opressed. And the -said .... Janet Sherley wife of said Wayne Sherley Wving been examined by me-jAvRy-ind iwa'hibi+ g he-,j3m6.by me fully explained to her, ght, a* 11"M Jan fkt Shqr Iley,, , d_... acknowledged such imut— �.t - W be her act and deed, and she declared .1 .. *A she had wiulngly signed law am far she PuPis� andI6�-Iderafian therein eiprcsxd,Atsd that she did WX With to retract ju., Give n v L \' _q iffoot on tWirih" -4. 4,r e day' A. D; 19 !67-r, J-21 A 'I— Not!q Public in and for Collin (SINGLE ACKNOWLEDGMENT)"- :4, THE STATE OF TEXAS COUN TY OF V Before me, the undersigned authority, on &s., day personally a , ppe�mrc'd known to me to be the person whose name subscribed to the forep ol ng7 i attrumen; -and,wj=wkdged to me &U, "executed lb'd Arne for the purp[sw kmd, consideration thcrcin, exprcmd oi,6 vka,+ Ydy hand'and seal _df Wfitjfofr ais:thei 4y of D. 19 in and. *[!J: A = Cmaty, T=w Ll I- -i. 1 11 ,,If. k ..P .... .. .. Ik tw v. V ...... jv . !!kit 93 rui. I.,, C4 kss. hwn I E-4 $4 PP J4"'. P Sy T/ 'J to (WIFES SEPARATE ACKNOWLEDGMENT) THE STATE OF TEXAS COUNTY OF I Before me, the undersigned authority, an this day personally appeared wife of foregoing in known to me to be the person whose name is subscribed to the instrument, and having been examined by me privily and &part from her husband, and having the aft by me fully explained to her, she, the said acknowledged such instrument to be her act -and deed, and she declared that she had willifigly signed the same for the purposes and consideration therein czprened mad that she did not wish to retract it. FILED FOR RE qD DAY OF d2hW RECORDED A D. 196 8, at A OP JAS. A' -b—.11-96 By; Vll'�7'131 OTALTTY CT.Go T.,T. COUNTY, TEXAS. DEPITTY. 880 THE STATE OF TEXAS COUNTY OF Collin 1 KNOW ALL MEN By THESE PRESENTS: 1 4298 nat John K. McVeigh and wife Eva M. McVeigh of the CountyCollin a State of Texas, hereinafter called "Grantor", for a good and valuable consideration, the receipt and sufficiency of which is hereby acknowledged, does hereby grant t South Gra son u, arts Supply Corporation, hereinafter called "Association", a perpetual easement and right-of-way for the purpose of constructing, Operating and maintaining a water pipe line over and across Grantors land in W E Thr ekmo tan .—..Survey, Abstract No Collin --� County, Texas, snore particularly described t in deed fro,„ J. J. Jackson et. ux. P John K. McVei h et. tix. J I I(If dated February 10 19 51, and recorded in Volume 423 va �53 8 a ^f the Deed Records of said County and containing_ 80 acres. Being a strip of land across the tract referred to above, ten (10) feet in width, with the Grantee herein being hereby authorized to designate the course of the easement herein conveyed, except that when the pipe line is installed, the easement herein granted shall be limited to a strip of land ten (10) feet in width, with the center line thereof being the pipe line as installed. Together with the right of ingress and egress over Grantor's adjacent lands to or from said right-of-way for the purpose of constructingg, improving, reconstructing, repairing, inspecting, maintaining and removing said water line and appurtenances; the right w relocate said line in the saute relative position to any adjacent road, if same -if widened in the futurei the right to prevent possibie interference with the operation of said line and to remove possible hazard thereto; the right to prevent the construction, for a distanee of one-half the width of the casement an each side -of the actual center of where said water Lint is laid, of any build- ing, atructures or Other obstructions which may endanger Or interfere with the efficiency, saiety or convenient oppecmtiors of sal$ water line and its appurtenances. if such buildings, structures or other obstructions are constructed by Grantor as above mentioned, without written consent of the Association then the Association shall have the right to remove same from such :pare, and this agreement, together with other provisions of this grant shall constitute a covenant running with Association, its successors and assigns. the for the benefit of the l The right is reserved to Grantor to use the land over which a right -Of -WAY or casement is herein granted for the general agricukursl and grazing purposes, provided such use shall not include the growing of trees thereon or any other use which might interfere with the exercise by the Association of the rights hereby granted. The Consideration recited herein shall constitute pay. meet in full for all damages mstained by Grantor by reason of the instsllation of the structures referred to herein and the Grantee will maintain such easement in a sure of good repair and efficiency so that no uareasonable damages will result from its use to Grantor's premises. TO HAVE AND TO HOLD the above described easement and rights unto the said South Grayson Supply Corporation, its successors and assigns, forever. Water And Grantor does hereby bind himself, his heirs and legal representatives, to Warrant and Forever Defend all and singular the above described easement and rights unto the said Association, its successors and assigns, against every person whomsoever lawfully claiming or to claim the same or any part thereof. ! EXECUTED THIS First day of ember , 19 67 �. e, GVeiq a- va cVeig :t (JOINT ACKNOWLEDGMENT) 881 THE STATE OFCN ) COUNTY OF 4a*MM" )} Before me, the undersigned authority, on this day personally appeared JOhn K. McVeigh and Eva M. McVeigh . . his wife, both known to me to be the persons whose names am subscribed to the foregoing instrument, and acknowledged to me that they each executed the same for the purposes and consideration therein expressed. And the said Eva M. McVeigh wife of said John K. McVeigh having been examined by me, privily and apart from her husband, and having the same by me fully asplained to her, she, the aid Eva M. McVeigh acknowledged such instrument to be her act and deed, and she declared that she had willingly signed the urn* for the purposes and consideration therein expressed, and that she did not wish to retract it. ' `Given undcr niy hand and sal of office on this the / a day of %ld� , A. D. 19 t. Azw s Notary Public in and for County' T Ma. " COLLIN T- (SINGLE ACKNOWLEDGMENT) THE STATE OF TEXAS COUNTY OF Before me, the undersigned authority, on this day personally appeared known to me to be thu person whose name subscribed to the foregoing instrument, and acknowledged to me thu he. executed the same for the purposes and consideration therein expressed Given under my hand and seal of office on this the day of A. D. 19 r Notary Public in and for u 1968F��y 15PI� I� 18 JAS.T.f"Cji", .I.FIiIS.Cotll:7'f Coll C � di CJIIWF"f. rf:X� ey L y (WIFE'S SEPARATE ACKNOWLEDGMENT) THE STATE OF TEXAS COUNTY OF I Before me, the undersigned authority, on this day personally appeared County. Texu wife of known to me to be the person whose name is subscribed to the foregoing instrument, and having been examined by me privily and apart from her husband, and having the same by me fully explained to her, she, the said acknowledged such instrument to be her act and deed, and she declared that she had willingly- signed the same for the purposes and consideration therein expressed,and a_ a:a „» .« 6 ".wrser it. PILED POR RE Rn _ �y~ �7A'� of RECOs�DED � ;)A OF --A A D. .1968, at ass. i-;js; rorri^rx f:r.. cor�,6 BY: COITNTY, TEXAS. DEPITTY. DocDescMain Page 1 of 1 Home < Prev Next > < Prev Doc Next Doc > View Image Document 19780720000237730 Date Recorded 7/20/1978 Document Type EM Amount 0 Type DR Book 1122 Grantors Seq Grantees Seq Firm 1 Y Legal Firm N Legal Description Lot: Blk: *782 �g:0 Sub: Lot: Blk: Bk:83 Pg:O Sub: Notaries Referenced By Referenced To Name Time Recorded Remarks Consideration Amount Pages File/ID# Page Name REID RG SOUTH GRAYSON WATER SPLY 12:00:00 AM 0 0 0023773 188 http://countyclerkrecords.co.collin.tx.us/webinquiry/DocDescMain.aspx?sk=19780720000... 8/21 /2017 Form VA-Tx 442-9 ` - 23773 UNITED STATES DEPARTHM OF AGRICULTURE 0-io_22) Farmers Homc Administration VQ1. }�e�rj PACE j 1 +EGG100 RIGFTT OF WAY FASf.4EW (General Type Easement) 1Lh'pld ALL HSN BY THESE PRESENTS, that 'e. hereinafter called Grantors, in consideration of one dollar t$1.00> and other good and valuable consideration paid by South Grayson Water Supply Corporati'oq hereinafter called Grantee, the receipt and sufficiency of which is hereby eei:nowledged, does hereby grant, bargain, sell, transfer, and convey to said, !I Grantee, its successors, and assigns,. a perpetual easement with the right to eaegt., construct, install, and lay and thereafter use, operate, inspect repair,-s Ln, epl e, nd remove water i eli over and across r�i ar d inatru n recorded in dal, _AL. Pa e 1 eed P-eco., s, `eo//i:a Count y','Texos, together with the righk of ingress and egress over Grantors'' adjacent lands -.far the purpose for which the above mentioned rights are granted. The easement hereby granted shall not exceed 15' in width, and Gra a hereby.authorized td designate the course of the easement herein eo except that when the pipe Iine is installed, the easement herein gran d s be Iimitao.to a strip of land 15' in width the center line the ear bei th pipe fine as Installed. I The.consideratibn recited herein shall constiuct p e in fv for all damages sustained' by Grantors by reason of the tallat n f the structures referred to herein and the Grantee will ma a such e gpm t a state af'ad repair and d efficiency so that no unr spnable amages i result from its use to Grantors' premises. This Ag emeht, toget r w .other'provisions of this grant, shall constitute a o enant rennin Wit the land for -the. benefit of the Grantee, its succe rs, a assigns. a Grantors covenant that they are the owners of the abcv scr ands an that said 1 - lands are free and clear of all encumbrance ens ce follovingt 11WITNES EREOF the said G hav uted this instrument , this - ��day of S.. 192L. I jI S• -- . • ' � ' FttEMt • ' - • f TATE OP- TEW HOW COUPTY dF Ilallas Y 1 kFORE.ME, t e gne a ry Public in and for said Country and State, on'.this d erso 1 app a eid tmwS,p io-c to be t e person s k a a name s) is Care] subscribed to the + II 4*M nstru ent nd acknbule ed to me that he (she) (they) executed the'., tw��+,�hi51� P se a consider ion therein expressed, * h r;it ER A EAL OF OFFICE THIS- THE 15 day of j 0 a 1s'1 . 78. (}`4 �: •;Z��; Notar ublis n d f I County. Taxiff • ''ir U. i.GP0:1fiS-a-ii3-rm►i7�i j A.D. 1978, 8t1d FILED FOR REOOIZD_�—nR�� RECDItDED � —DAY OF A Y. T i WEBB, CDUNT Y . 1N ❑p17NTli, Ti�]CAS. IAS. R. C DEPUTY. , BY: ;s f' DocDescMain Page 1 of 1 Home < Prev Next > < Prev Doc Next Doc > View Image Document 19780720000237740 Date Recorded 7/20/1978 Document Type EM Amount 0 Type DR Book 1122 Grantors Seq 1 Grantees Seq Firm 1 Y Legal Firm N Legal Description Lot: Blk: B !782 g:0 Sub: Lot: Blk: Bk:823 Pg:O Sub: Notaries Referenced By Referenced To Time Recorded 12:00:00 AM Remarks Consideration Amount 0 Pages 0 File/ID# 0023774 Page 189 Name REID WL http://countyclerkrecords.co.collin.tx.us/webinquiry/DocDescMain.aspx?sk=l 9780720000... 8/21 /2017 s Form FHA-V 4!$2-9 - •r' ,t • : �'C•r]! ! t . (Rep. F-24-71) UNITED STATES OEPARTM..NT OF AGRICOLTME Farmers Hume Administration PnE RIG3rr OF WAY FAsEms r (General Type Easement) KNOW ALL ?:SN BY THFSE PRESENTS, that hereinafter called Grantors, in consideration of one dollar ($1.00) and other gnod and va?uable consideration paid by South Grayson Water Supply Corporat n hereinafter called Grantee, the receipt andd suEPfCieney of which is hereb actnowledged• does hereby grant, bargain, sell, transfer, and convey.to Grantee, its soccessar9,.and ass igns,• a peroetual easement with the right. to erect, construct, install, and lay and thereafter use, operate, insect, + renair,-m in, renlacc and remove water elines over and ct�i'ss acatr d!(�t#s�, o ar d vent recorded in Vo1,TM �19Page s6B crd .aco..ds,,nj,L County, texas, toget'cr with the right of ingress Ind egress over Cr tars adjacent lands for the purpose for u4bich the above mentiane irhts a nted, ; The easement hereby granted shall not exceed 15, in width a Grantee t hereby. authorized to designate the course of the Basemen ei convey except that when the pipe line is insr+ t heretalled, the ease' anted 1 be limited to a strip of land 15' in width the cente there ng e pipe line as installed. The consideration recited herein shall ❑ stitute paym t full for a'.1 damages sustained by Grantors by real of t e lnStallat n of the structures referred to herein and the Grant will at ain suc asement in a state of -good repair and efficiency so t n unre on age9 will result from its use to Grantors' nrcmisc Th reeme gether with ' other provisions of this grant, shall tute c venaot running with the land'for the benefit of the Grantee, s su cessors, a signs. T,e Grantors covenant that they are the owners ❑ ie ab descri ands and that said lands.ore free and clear of all e r c lion except the following: IN WITNESS M EREOP t s d Gra o have executed thin instrument this y day o£ 955 V V i A NOW EMERr ' STATE OF SEAS COUNTY OF Oal a BE E is a u31dersi ed, a Notary public in and -for said County gtid,'Sipie, s d p sona appeared W. L. Reid 38u ►+' Lo be persons) chose name s) is (are) subscribed to the t id atknowledged,to me that he: (she) (they) executed the n an consideration therein expressed. G i EN U! DLR I MN13 AND SEAL OF OFFICE THIS TH k5 day of r `.....�- 19 78. �:'lf_ Notatp Public Yand1 (SI A County, Texas . • . ti u.icrva �Ia.o-nc�-sno .,7W FLED FOR RE -CORD RECgRDE1)T — 4p OF A.A. 1978, at �M _DAY OF �i�i... ]AS. R. WC$S, COUNTY CL A 1978, _ E IN COUNTY, TEXAS, r DocDescMain Page 1 of 1 Home < Prev Next > < Prev Doc Next Doc > View Image Document 19780720000237750 Date Recorded 7/20/1978 Document Type EM Amount 0 Type DR Book 1122 Grantors Time Recorded 12:00:00 AM Remarks Consideration Amount 0 Pages 0 File/ID# 0023775 Page 190 Seq Firm l Name Grantees Seq Firm 1 Y Legal Legal Desc)r pion Lot: Blk: B :782 Pg:0 Sub: Lot: Blk: Bk:8 3 Pg:O Sub: Notaries Referenced By Referenced To FOSTER ALVIN E DDS Name SOUTH GRAYSON WATER SPLY http://countyclerkrecords.co.collin.tx.us/webinquiry/DocDescMain.aspx?sk=l 9780720000... 8/21 /2017 ram, .;w7" •;y .. ...(Rev. , 8-2+t-71) , • . •- - UNITEO STATES MPARTUMT OF AGRICtItME VOL 1122 PACE 1.90 ' Farmers Home Administration RIGHT 6F WAy Ff,SE14EW (General Type Easement RHOH. ALL YJrN 8Y T14FSE PZCSF.N7S, that . hereiheCter called Grantors, in consider at#ono one da lar (S1.00 sod of erg :goad and'va2uable consideration paid by South Grayson Water 5upplq Corparatinrl hereinafter called Crantee, the receipt and suificieney of which Is hereby acknovledged, does hereby grant, bargain, sell, transfer, and convey -to said Grantee, its successors, and assigns, a perpetual easement with the right to ereCt, construct, install, and lay and thereafter use, operate. asset, - renair, m nt an, rent aT Y�MoMp a el " aver and has $Q<�-Y�dT recorded to Vol, @I9pa ee an or pa icularly described in fastruoe • C heed Records, Caunty;:Se,xas,-together with the right of ingress and egress over Grantors adjacr.nY lands for the nurbPsa for which the above mentioned rii;hta are granted. The easement hereby granted shall not exceed 151 in width, and Grantee is hereby authgrized to designate the course,of the easement herein co d except that, when the pipe line is installed, the easement herein gra a be limited•to•I strip -of land 15' in width the center line thereof be t pipe line Ra fnstalIed. EasmBnt to run along roC,$ road ru ing ea it west:'on south sid@' of propert The eonsidetation recited herein shall constitute a t in f -far all damages sustained by Grantors by reason of the lost i of the s,tryclures referred to herein and .the Grantee Will maint such s ent i a stitt•df-good repair and efficiency so that no unres lama lI resultt0m its use to Grantors' prainises, This hgr eht, lagether h other provis'.lags•o£ this grant, shall constitute a C enant runnin wit he land for thir;#raefit'of the Grantee., its successors, a d assigns. e- rantors eOVenant tiigt`they are -the• owners of the above d cr a lands and ' at Said lands are Eree'and clear at 411 encumbrances a lien Pt the lowings y.. im wirims vuEREOF the sai Grant rs ha ecut instrument this _Zday A OW FM£ STATE OF TE]LAg ; COBNry oP. mjlas SEMtE ME, Lha undersign Notary Public in and For said County - and State, on this day p�P� an a Alvi g Fos r DDS known to me -to be the Yang instrument, -: purposes t` } `EN 11 ER DAL4 + =o tare,* suoscrtbad to the - oacknowlto me thathe (she) (they) executed the-,' n therein expressed. OF OFFICE THIS THEday of \\ Notary uba is in [vr \� llas vunty, Texas I' -•- �.. :: ski.;its:nsc�.c..cyner.,.a..m.....r.,.�..............ra.rw�. ' •- - .. .. F1LE#iYIR RE4YIRU�D pp 1 . RECQR€i6A A.D.A 1978,'ai I.O.IG... �u,- L�DAY (IF�A, - y, T ]ASS. R. WEBH, COUNTY Cl. , ihI WiJNTY, 7'L){A5. '.. { I!•;;' 8Yr' eat DEPUTY, t DocDescMain Page 1 of 1 Home < Prev Next > < Prev Doc Next Doc > View Image Document 19780720000237760 Date Recorded 7/20/1978 Document Type EM Amount 0 Type DR Book 1122 Grantors Seq Firm 1 N Grantees Seq Firm 1 Y Legal Legal Description Lot: Blk: Bk:144 Pg:O Sub: Lot: Blk: Bk:158 Pg:O Sub: Lot: Blk: Bk:197 Pg:O Sub: Lot: Blk: Bk:559 Pg:O Sub: Lot: Blk: �k:782� g:O Sub: Notaries �— Referenced By Referenced To Name Time Recorded 12:00:00 AM Remarks Consideration Amount 0 Pages 0 File/ID# 0023776 Page 191 Name SHERLEY WAYNE MRS SOUTH GRAYSON WATER SPLY http://countyclerkrecords.co.collin.tx.us/webinquiry/DocDescMain.aspx?sk= l 9780720000... 8/21 /2017 1 23776 1 rarm MA -Tx 442-9 - (aev. U"IITbTJ STATES OrPARTHFNT OF AGRICULTURE ,IJ01.�JLG PAR 191 �A=/nFarmers Home Administration RIG►fT Or WAY rASEZIEMr (Goneral Type Fasement) KPAW ALL M: N V T]IFSE P.''tESENTS, that hereinafter called Grantors. in consideration of one dollar ( .00) and of good and valuable cail�lderation paid by South Grayson Water Su ply Corpor q hercjn-after. called Grantee, the rrceipt ad sufficiency of which is her y aekri�0 edged. i1aas hereby grant, bargain..scil, transfer, and convey to said Granlce,'its suctessors, and assigns, a pernetual easement ulth'-the right to erert, cohstruct, install, and Iay and thereafter use, operate, f ^ect, repair, nair%ain, renlaec, and renove " vsEer pipe inag over and across C9 bcres of land, more particularly daaeribed f -no en :'recorded .'pag65 3_gI , Deed Records. Cougty, Texas, togetNet-with the.right of ingress Andd egr over Cra adjacent land§•for the nurpose for Which the abovi mcatio a igh ar ranted;, The aasemrbt-hereby granted shall not exceed is' in wilt , d a_ntee hereby authorized to designate the course of the easel t here nveye except that when the pipe line I installed, the ca crein a all be limited to a strip''f Iand 15' in width the cen r line thereof in the pips .line, as irkstalied. The. consideration recited herein sk l t in itute paym t in full ior..a.tl, damagis sustained by'Grantors by re of a nstall n of the st'rArAures referred to herein and the Gia W 1 me a easement in a 'state o€ good reaair and efficiency $ at easena a damages will result from Its use to Grantors' nrrm s. This r ent, together with other previsions of this grant, steal Gnat ute a ve t running with the land for 'the benefit of the Cranic s su sacs, a assigns. The Grantors �uunnant that they are the owners f e e cscri d lands and that said lands are free and clear of all ml+r c and liens except the following: I;1 1ti'iTNSSS IMEREO e s Graoto c executed this instrument this day of IFDGEMEN17 STATE. OP 'MXAy ] t p ned. a Not r Publ'c in and r s a County ;sin an' th a 1yappeared �1 Co son(s) whose name s) is (are5 subscribed to the D.V-r ptrum , aekuouIedged to me that he (phe) (they) executed .the rr. urno.ses and conslderation therein exoresaed. UNDER MY 11AN[)'AND SEAL OF OFFICE THIS 171fi� day of .,., 19 - Notary PI' in and for SEAL) d l County, 'Texan •:, ���.. - .. � �V.L6/ar N15-a.cte-svo+Ira, - t, FILED FOR RECORD —D OF A.fl. 1978, at[�C_M. RECOR!}EA DAY OF�A 1978r R.• E39, O�ilNW CL R couNTY, TE)(As. HY:.mea1 �j : _. ► DEP1Pl Y. A'F.T.i1+•!I*?T;9i+vfS•'C ntfW:4 �f1i f':I�.T.:T,'r"��,'i%.•Y:,+.•: �`�,•---.-••.�L+C.:'•' . art'°^..._..._...... ,,<..... 1 I Form ROW-U-1A Rev. 3/2004 Replaces Form D-15-U1 GSD-EPC Page 1 of 2 AFFIDAVIT (for Utility Owner) U-No.14593 THE STATE OF TEXAS § District: Dallas § County: Collin COUNTY OF COLLIN § Federal Project No.: N/A ROW CSJ No.: 0047-14-072/-075 Highway No.: US 75 (To be filled in by State) BEFORE ME, THE UNDERSIGNED AUTHORITY, on this day personally appeared of the ("Utility") who after being by me duly sworn upon his/her oath deposes and says as follows: 1, am over the age of 18 years and am fully competent to testify to the matters set forth in this Affidavit. I have personal knowledge of all facts and swear that such facts are true and correct. 1. [legal description of land] 2. [facts indicating affiant's familiarity with subject land, including inspection and surveys] 3. [facts attesting to ownership, including claims through deeds, etc.] 4. [facts showing use of property] 5. [facts showing nature and state of repair of enclosures or fencing] 6. [facts showing continuous possession for statutory period]. Further affiant sayeth not." Signature Title Company Form ROW-U-1A Rev. 3/2004 Page 2 of 2 Corporate Acknowledgment State of Texas County of This instrument was acknowledged before me on ,a of QI corporation, on behalf of said corporation. Notary Public's Signature Form ROW-U-113 Rev. 3/2004 Replaces Form D-15-U1 GSD-EPC Page 1 of 2 AFFIDAVIT (for Disinterested Party) U-No.14593 THE STATE OF TEXAS § District: Dallas § County: Collin COUNTY OF COLLIN § Federal Project No.: N/A ROW CSJ No.: 0047-14-072/-075 Highway No.: US 75 (To be filled in by State) BEFORE ME, THE UNDERSIGNED AUTHORITY, on this day personally appeared who after being by me duly sworn upon his/her oath deposes and says as follows: "I, , am over the age of 18 years and am fully competent to testify to the matters set forth in this Affidavit. I have personal knowledge of all facts and swear that such facts are true and correct. 1. My current residence is , , Texas; 2. lam familiar with the land that is the subject of this Affidavit because (reason for knowledge, i.e., county commissioner, agricultural agent); 3. 1 have personal knowledge that ("Utility") has occupied [description of land] for a period of years. 4. The Utility has occupied the land by the placing of [electric poles and lines, water lines, etc.], and said facilities have been present continuously during the period of the Utility's occupation. Further affiant sayeth not." Signature Form ROW-U-1B Rev. 3/2004 Page 2 of 2 Acknowledgement State of Texas County of This instrument was acknowledged before me on by Notary Public's Signature ATTACHMENT "I" U 14593 City of Anna Collin County Federal Project Number: N/A ROW CSJ:0047-14-072/-075 Const. CSJ: 0047-14-069/-074 Roadway: US 75 From: North of Melissa Rd To: FM 455 Interchange Construction Contract Inclusion Waiver FX City of Anna Utility does NOT wish to be included in Highway Construction Project Contract. I Item No. 13. City Council Agenda Staff Report Meeting Date: 11 /14/2017 YOUR) HOMETOWN AGENDA ITEM: Consider/Discuss/Action on an Ordinance authorizing the issuance and sale of City of Anna, Texas, Combination Tax and Revenue Refunding Bonds, Series 2017, levying an annual ad valorem tax and providing for the security for and payment of said Bonds; approving the official statement; providing an effective date; and enacting other provisions relating to the subject. (Dana Thornhill) SUMMARY: Pursuant to a Plan of Finance presented by First Southwest, the City's financial advisor, the City Council will consider an Ordinance authorizing the issuance of approximately $8,515,000 Combination Tax and Revenue Bonds, Series 2017 (the "2017 Bond") in order to refinance $1,795,000 (GTUA Anna Project Contract Revenue Refunding Bonds, Series 2005), $485,000 (GTUA Anna Project Contract Revenue Bonds, Series 2007 -A), $715,000 (GTUA Anna Project Contract Revenue Bonds, Series 2007 - B, $3,010,000 (GTUA Anna Project Contract Revenue Bonds, Series 2007 - C), $345,000 (GTUA Anna Project Contract Revenue Bonds, Series 2008), $275,000 (Combination Tax and Revenue Limited Surplus Revenue Certificate of Obligation, Series 2006), $1,705,000 (Combination Tax and Revenue Refunding Bond, Series 2009), and $640,000 (Combination Tax and Revenue Certificate of Obligation, Series 2009). Moreover, a portion of the proceeds of the 2017 Bond will be utilized to pay financing costs. The GTUA Anna Project Contract Revenue Bonds scheduled to be refunded carry an interest rate ranging from 4.42% up to 5.62%. The Combination Tax and Limited Surplus Revenue Certificates of Obligation, Series 2006 have a rate of 4.00%. The Combination Tax and Revenue Certificates of Obligation, Series 2009 and the Combination Tax and Revenue Refunding Bonds, Series 2009 carry an interest rate of 4.28%; however, the interest rate is set to reset to 15% on the call date of February 15, 2018. It is the City's plan to set up an escrow account with proceeds of the "2017 Bond" to have sufficient funds to pay the Refunded Obligations and avoid the interest rate reset. Pursuant to the Plan of Finance, this would allow the City to move the GTUA Anna Project Contract Revenue Bonds onto the City's balance sheet, leverages the City's strong credit and bond ratings, reduces future debt service payments, and structures "the 2017 Bond" based on existing W&S system ability to fund debt service payments. STAFF RECOMMENDATION: Staff recommends approval of the attached Ordinance.