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HomeMy WebLinkAboutCCpkt2017-04-25VOUR} HOMETOWN AGENDA City Council Work Session Tuesday, April 25, 2017 @ 6:30 P M Anna City Hall, Council Chambers 111 N. Powell Parkway, Anna, Texas 75409 The City Council of the City of Anna will meet in Work Session at 6:30 PM, on April 25, 2017, at the 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 2. 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)Throckmorton Creek Sewer Trunkline Project. 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 Attorney 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. 3. 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. 4. Adjourn. 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 . 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. VOUR} HOMETOWN AGENDA Regular City Council Meeting Tuesday, April 25, 2017 @ 7:30 P M 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 April 25, 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. a. Proclamation for Motorcycle Awareness Month. b. Proclamation recognizing May 7 - 13 as National City Secretaries Week. 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: a. April 11, 2017 b. Resolution authorizing the purchase of mobile and portable radio equipment for the Police Department. (Chief Jenks) C. Resolution approving a Roadway Impact Fee Credit Agreement for Anna Elementary No. 3. (Maurice Schwanke) d. Resolution approving a Water Impact Fee Credit Agreement for Anna Elementary No. 3. (Maurice Schwanke) 6. Conduct a Public Hearing (2nd) on the annexation of approximately 466 acres of land within the J. Chalmers Survey, Abstract No. 0233 and the S. Craft Sr. Survey No. 0165. (Maurice Schwanke) 7. Consider/Discuss/Action regarding a Resolution finding a public necessity and authorizing the City Staff to use lawful means, including negotiations and if necessary proceedings in eminent domain, to acquire an easement on private property owned by Joan Leslie Luscombe. (Joseph Johnson) 8. Consider/Discuss/Action regarding a Resolution finding a public necessity and authorizing the City Staff to use lawful means, including negotiations and if necessary proceedings in eminent domain, to acquire an easement on private property owned by Joan Leslie Luscombe. (Joseph Johnson) 9. Consider/Discuss/Action regarding a Resolution finding a public necessity and authorizing the City Staff to use lawful means, including negotiations and if necessary proceedings in eminent domain, to acquire an easement on private property owned by the Luscombe Family Trust & Trust B Credit Shelter Trust. (Joseph Johnson) 10. Consider/Discuss/Action regarding a Resolution appointing a Charter Review Commission. (City Manager) 11. CLOSED SESSION (EXECEPTIONS) 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) Throckmorton Creek Sewer Trunkline Project. 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 Attorney 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. 12. 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. 13. Adjourn. 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 21 st day of April 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. AGENDA ITEM: Proclamation for Motorcycle Awareness Month. SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Proclamation Item No. 4.a. City Council Agenda Staff Report Meeting Date: 4/25/2017 Upload Date Type 4/10/2017 Presentation CITY OF ANNA, TEXAS PROCLAMATION MONTH OF MAY AS MOTORCYCLE SAFETY AWARENESS MONTH WHEREAS: Motorists are reminded to be alert and help keep motorcyclists safe, and motorcyclists are reminded to make themselves visible to other motorists; and WHEREAS: Motorcyclists have all the same rights and privileges as any motor vehicle driver on the roadway, and all road users are reminded to pay attention at all times; and WHEREAS: The simple rules of motorcycle safety include being trained and licensed, wearing protective gear, riding unimpaired, and riding within personal limits; and WHEREAS: Motorcycle awareness campaigns help inform riders and motorists about safety issues and remind us to safely share the road. NOW, THEREFORE, I, Mike Crist, Mayor of the City of Anna, Texas, do hereby proclaim the month of May 2017 as: MOTORCYCLE SAFETY AWARENESS MONTH in the City of Anna, Texas and urge all residents to do their part to increase safety and awareness in our community. IN WITNESS WHEREOF, I have hereunto set my hand and caused the seal of the City to be affixed on this 25th day of April 2017. Mayor Mike Crist Item No. 4.b. City Council Agenda Staff Report Meeting Date: 4/25/2017 AGENDA ITEM: Proclamation recognizing May 7 - 13 as National City Secretaries Week. SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Upload Date Type Proclamation 4/21/2017 Exhibit Proclamation City Secretaries -Week 94ay 7 - 13, 2017 'Whereas, The Office of the City Secretary, a time honoredandvitalpart of local government exists throughout the world, and 'Whereas, The Office of the City Secretary is the oldest among public servants, and 'Whereas, The Office of the City Secretary provides the professionallink between the citizens, the localgoverning bodies and agencies of government at other levels, and 'Whereas, City Secretaries have pledged to be ever mindful of their neutrality and impartiality, rendering equalservice to all. 'Whereas, The City Secretary serves as the information center on functions of local government and community. 'Whereas, City Secretaries continually strive to improve the administration of the affairs of the Office of the City Secretary through participation in education programs, seminars, workshops and the annual meetings of their state, provincial, county and internationalprofessional organizations. 'Whereas, It is most appropriate that we recognize the accomplishments of the Office of the City Secretary. Wow, Therefore, I, -'Alike Crist, Mayor of .Anna, Texas, do recognize the week of May 7 through May 13, 2oi7, as City Secretaries 'Week, andfurther extendappreciation to our City Secretary, Carrie L. Smith and to all City secretaries for the vitalservices they perform and their exemplary dedication to the communities they represent. Dated this 25th day of ApriC 2017 Mayor .like Crist Attest: City Secretary Carrie L. Smith YOUW HOMETOWN AGENDA ITEM: Approve Council Meeting Minutes: a. April 11, 2017 SUMMARY: STAFF RECOMMENDATION: ATTACHMENTS: Description Proposed Minutes Item No. 5.a. City Council Agenda Staff Report Meeting Date: 4/25/2017 Upload Date Type 4/21/2017 Exhibit ANNA CITY COUNCIL MINUTES WORK SESSION April 11, 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 Crist called the meeting to order at 6:30 pm. Council Member Bryan was absent. Council Member Bryan arrived at 7:15 pm. 2. Presentation and review of the FY 2016 Comprehensive Annual Financial Report. (Dana Thornhill) Representative Michael Brooks from Brooks Cardiel presented the FY 2016 audit and CAFR to the City Council. 3. Briefing/Discussion regarding changes to the utility customer electronic billing platform. (Dana Thornhill) The City's current electronic billing provider USTI has recently made some changes to the platform that supports the utility e-billing service. Citizens will now be redirected to PayPal. They do not have to create an account with PayPal they can check out as a guest. 4. 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. MOTION: Council Member Beazley moved to enter closed session. Council CC Minutes 4/11/2017 Member Martinez seconded. Motion carried 6-0. Mayor Crist recessed the regular meeting at 6:48 p.m. Council Member Bryan arrived at 7:15 p.m. Mayor Crist reconvened the regular meeting at 7:36 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. 5. 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 Beazley moved to take no action. Council Member Martinez seconded. Motion carried 7-0. 6. Adjourn. MOTION: Council Member Bryan moved to adjourn. Council Member Miller seconded. Motion carried 7-0. Mayor Crist adjourned the meeting at 7:37 p.m. CC Minutes 4/11/2017 2 ANNA CITY COUNCIL MINUTES REGULAR SESSION April 11, 2017 1. Call to Order/Roll Call and Establishment of Quorum Mayor called the meeting to order at 7:37 p.m. All Council Members were present. 2. Invocation and Pledge of Allegiance. Mayor Crist 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. Mach Mahal, 2414 Parkview - spoke in regards to City infrastructure insufficiency, need for additional fire staff and equipment, and Police Officers. Jody Foster, 2401 Hillside - spoke in opposition to development adjacent to Creekside subdivision. Ms. Foster also requested the City adopt a tax freeze for taxpayers over 65. See exhibit 3A. Joseph Matheny, 10064 Twin Creek Circle - spoke on behalf of the Twin Creeks HOA - Concerns with the Road damage and other issues with Throckmorton project. Larry Bartlett, Secretary of Twin Creeks HOA - Agreed with Mr. Matheny and requested improved communication with the city and contractors on the project. Julie Duncan, 428 Creekview Dr. - Concern with development behind Wal-Mart and disturbing the creek and tree line that serves as a buffer. Jimmy Morgan, 121 Shalom Dr. - Requested the meeting exhibits be available to the public via the website. William Morgan 2029 Helmoken Falls Dr. - spoke regarding safety concerns with the entrance to The Falls subdivision. Concerns with the lack of city of infrastructure through out the city. Tricia Davidson, 2613 Leslie Ln. - spoke unfavorably about Skorburg developer. CC Minutes 4/11/2017 3 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. No reports at this time. 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. Consent Agenda items j. through n. were removed for individual discussion. a. Approve Council Minutes from March 28, 2017 meeting. (City Secretary) b. Review P&Z Minutes. (Maurice Schwanke) C. Review Parks Board Minutes. (Maurice Schwanke) d. Review minutes from the February 2, 2017 CDC Meetings. (Jessica Perkins) e. Review minutes from the February 2, 2017 EDC Meeting. (Jessica Perkins) f. Resolution accepting the FY 2016 Audit Report. (Dana Thornhill) RESOLUTION NO.2017-04-299 A RESOLUTION ACCEPTING THE FISCAL YEAR 2016 FINANCIAL AUDIT OF THE CITY OFANNA. g. Resolution renewing a contract with Valley View Consulting L.L.C. for investment management and consulting services. (Dana Thornhill) RESOLUTION NO. 2017-04-300 A RESOLUTION OF THE CITY OF ANNA, TEXAS AUTHORIZING THE CITY MANGER TO ACT ON THE CITY'S BEHALF IN EXECUTING A CONTRACT WITH VALLEY VIEW CONSULTING LLC CC Minutes 4/11/2017 4 FOR CONSULTING SERVICES ON INVESTMENTS AND OTHER RELATED FINANCIAL SERVICES h. Resolution approving a Development Plat of the Latour Addition. (Maurice Schwanke) RESOLUTION NO. 2017-04-301 A RESOLUTION OF THE CI TY OFANNA, TEXAS APPROVING A DEVELOPMENT PLAT OF THE LATOUR ADDITION Resolution approving a development plat of the Van Liew Addition. (Maurice Schwanke) RESOLUTION NO. 2017-04-302 A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING DEVELOPMENT PLAT OF THE VAN LIEWADDITION MOTION: Council Member Miller moved to approve consent items a - i. Council Member Bryan seconded. Motion carried 7-0. Resolution approving a preliminary plat of Anna Crossing Phase 2. (Maurice Schwanke) Item j. was removed from the consent agenda. RESOLUTION NO. 2017-04-303 A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A PRELIMINARY PLAT OF ANNA CROSSING PHASE 2.; APPROVING A REQUEST FOR A WAIVER OF CERTAIN REQUIREMENTS IN PART 111-A, ARTICLE 3, SECTION 1.15 REGARDING BLOCK LENGTHS; MOTION: Council Member Beazley moved to approve. Council Member Martinez seconded. Motion carried 7-0. k. Resolution approving a preliminary plat of Anna Town Center Lots 2-9. (Maurice Schwanke) Item k. was removed from the consent agenda. RESOLUTION NO. 2017-04-304 A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A PRELIMINARY PLAT OF ANNA TOWN CENTER ADDITION LOTS 2- 9.; APPROVING A REQUEST FOR A WAIVER OF CERTAIN REQUIREMENTS IN PART Ill-B, SECTION 2, FIGURE 2.3 REGARDING MINIMUM DRIVEWAY SPACING AND CORNER CLEARANCE; CC Minutes 4/11/2017 5 MOTION: Council Member Martinez moved to approve. Council Member Beazley seconded. Motion carried 7-0. Resolution approving a final plat of Avery Pointe Phase 4. (Maurice Schwanke) Item I. was removed from the consent agenda. RESOLUTION NO. 2017-04-305 A RESOLUTION OF THE CITY OFANNA, TEXAS APPROVING A FINAL PLAT OFAVERYPOINTE PHASE 4. MOTION: Council Member Bryan moved to approve. Mayor Crist seconded. Motion carried 7-0. m. Resolution approving a final plat of Anna Crossing Phase 11. (Maurice Schwanke) Item m. was removed from the consent agenda. RESOLUTION NO. 2017-04-306 A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A FINAL PLAT OFANNA CROSSING PHASE 11. MOTION: Council Member Martinez moved to approve. Council Member Miller seconded. Motion carried 7-0. n. Resolution approving a Site Plan and Landscape Plan for the Palladium Anna Apartments. (Maurice Schwanke) Item n. was removed from the consent agenda. RESOLUTION NO. 2017-04-307 A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A SITE PLAN AND LANDSCAPE PLAN OF PALLADIUM ANNA APARTMENTS. MOTION: Council Member Burr moved to approve. Council Member Martinez seconded. Motion carried 7-0. 6. Conduct a Public Hearing (1st) on the annexation of approximately 466 acres of land within the J. Chalmers Survey, Abstract No. 0233 and the S. Craft Sr. Survey No. 0165. (Maurice Schwanke) Mayor Crist took comments from the public. Cynda Felini, 7985 FM 2862 - opposed annexation David Graham, P.O. Box 2275, McKinney 75070 - opposed annexation Jimmy Morgan, 128 Shalon - opposed annexation CC Minutes 4/11/2017 6 Jim Luscombe 1303 W. Foster Crossing - opposed annexation Lou Gigliotti 704 E. Houston, Westmienister, TX - opposed annexation Mayor Crist opened the public hearing at 8:41 p.m. Jim Henderson, 2401 Hillside Drive - opposed annexation Michael Filleny - opposed annexation Mayor Crist closed the public hearing at 8:50 p.m. 7. Consider/Discuss/Action regarding a Resolution finding a public necessity and authorizing the City Staff to use lawful means, including negotiations and if necessary proceedings in eminent domain, to acquire an easement on private property owned by the Luscombe Family Trust & Trust B Credit Shelter Trust. (Joseph Johnson) Jim Luscombe -opposed Robyn Luscombe - opposed Leslie Luscombe - opposed MOTION: Council Member Pelham moved to enter closed session. Council Member Martinez seconded. Motion carried 4-2. Bryan and Miller opposed. Mayor Crist adjourned to closed session to 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) Mayor Crist reconvened the open meeting. MOTION: Council Member Miller moved to table the item. Council Member Burr seconded. Motion carried 7-0. 8. Consider/Discuss/Action regarding a Resolution ratifying appointments to the Comprehensive Plan Advisory Committee. (Maurice Schwanke) RESOLUTION NO.2017-04-308 A RESOLUTION OF THE CITY OFANNA, TEXAS RATIFYING APPOINTMENTS TO THE COMPREHENSIVE PLANADVISORY COMMI TEE. MOTION: Council Member Pelham moved to approve. Council Member Martinez seconded. Motion carried 7-0. 9. Consider/Discuss/Action regarding a Resolution appointing a Charter Review Commission. (City Manager) CC Minutes 4/11/2017 7 MOTION: Council Member Beazley moved to table. Council Member Pelham seconded. Motion carried 7-0. 10. Consider/Discuss/Action regarding an Ordinance amending the Anna City Code Of Ordinances Part II, Article 49, Section 8 (Impact Fees On New Development); and amending Part IV, Article 7, Section 13 (Water And Sewer Impact Fees). (Joseph Johnson) ORDINANCE NO.742-2017 AN ORDINANCE OF THE CITY OF ANNA, TEXAS, AMENDING THE ANNA CITY CODE OF ORDINANCES PART 11, ARTICLE 49, SECTION 8 (IMPACT FEES ON NEW DEVELOPMENT); AMENDING PART IV, ARTICLE 7, SECTION 13 (WATER AND SEWER IMPACT FEES); PROVIDING FOR A PENALTYFOR ANY VIOLATION OF THIS ORDINANCE NOT TO EXCEED $2,000; PROVIDING FOR SAVINGS, SEVERABILITY, AND REPEALING CLAUSES, PROVIDING FOR AN EFFECTIVE DATE; AND PROVIDING FOR THE PUBLICATION OF THE CAPTION HEREOF. MOTION: Council Member Burr moved to approve subject to amending the rate to $3200 per service unit. Council Member Bryan seconded. Motion carried 7-0. 11. Consider/Discuss/Action regarding a Resolution adopting a Strategic Plan. (City Manager) RESOLUTION NO. 2017-04-309 A RESOLUTION OF THE CITY OF ANNA, TEXAS ADOPTING THE 2017 STRATEGIC PLAN MOTION: Council Member Pelham moved to approve. Council Member Beazley seconded. Motion carried 7-0. 12. CLOSED SESSION (EXECEPTIONS) 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. CC Minutes 4/11/2017 8 No closed session held. 13. Consider/Discuss/Action on any items listed on the posted agenda or any closed session occurring during this meeting, as necessary MOTION: Council Member Miller moved to take no action. Council Member Bryan seconded. Motion carried 7-0. 14. Adjourn. MOTION: Council Member Martinez moved to adjourn. Council Member Beazley seconded. Motion carried 7-0. Mayor Crist adjourned the meeting at 10:28 pm. Approved on the 25th day of April 2017 . Mayor Mike Crist ATTEST: City Secretary Carrie L. Smith CC Minutes 4/11/2017 9 i Item No. 5.b. City Council Agenda Staff Report Meeting Date: 4/25/2017 YOUR} HOMETOWN AGENDA ITEM: Resolution authorizing the purchase of mobile and portable radio equipment for the Police Department. (Chief Jenks) SUMMARY: The FCC has mandated a change to the radio systems in use by public safety agencies across the country, known as Project 25, or P25, in two phases. We have been in Phase I for several years now and 2017 is the year that Phase I I has been mandated to begin. Project 25 or P25 is a suite of standards for digital radio communications for use by federal, state/province and local Public safety organizations in North America to enable them to communicate with other agencies and mutual aid response teams in emergencies. As members of the Collin County Sheriff's Office radio system, we need to remain compatible with their 911 and dispatch systems. They are in the process of upgrading their system to comply with Phase I I and we need to replace our current Phase I radios (they are not up-gradable) and purchase both mobile and portable radios in order to remain compatible. During budget preparation, the Council was made aware of the required radio purchases and approximately $119k was budgeted to cover those estimated costs. We have obtained price quotes for the radio equipment from two different vendors working on the County's radio project: • Stolz Telecom--$110,610.10 • DFW Communications--$130,070.08 The Police department Staff has explored both price quotes. The Stolz Telecom quote is not only lower, but provides more of the accessories that the other vendor would charge extra for. Therefore, we recommend purchasing the radios from Stolz. The Police Department was able to get a grant from the Office of the Governor, Criminal Justice Division, in the amount of $78,926 to reimburse us for a portion of the Radio Compliance Upgrade. STAFF RECOMMENDATION: Staff recommends approval of the attached Resolution authorizing the purchase of police radios. ATTACHMENTS: Description Upload Date Type Resolution authorizing purchase of radios 4/18/2017 Resolution Exhibit 1, Stolz Telecom Estimate & Quote 4/18/2017 Exhibit DFW Communications Quote 4/18/2017 Backup Material CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS AUTHORIZING THE PURCHASE OF MOBILE AND PORTABLE RADIO EQUIPMENT FOR THE POLICE DEPARTMENT. WHEREAS, the FCC has mandated a change to the radio systems in use by public safety agencies across the country, known as Project 25, or P25, in two phases; and WHEREAS, Project 25 or P25 is a suite of standards for digital radio communications for use by federal, state/province and local public safety organizations in North America to enable them to communicate with other agencies and mutual aid response teams in emergencies; and WHEREAS, as members of the Collin County Sheriff's Office radio system, the City of Anna needs to remain compatible with Collin County's 911 and dispatch systems; and WHEREAS, Collin County is upgrading their system to comply with Phase 11, and the City of Anna Police department will need to replace its current Phase I radios and purchase both mobile and portable radios in order to remain compatible; and WHEREAS, the City Council has allocated approximately $119K in the 2017 fiscal year budget for the purchase of mobile and portable radio equipment for the Police department; and WHEREAS, the Police department has obtained price quotes for the radio equipment from two different vendors working on Collin County's radio project; and WHEREAS, after reviewing quotes from both venders, the Police department Staff has determined that the price quote from Stolz Telecom Inc. is not only lower, but also provides more of the accessories that the other vendor would charge extra for; and WHEREAS, the City Council finds and determines that the purchase of new radios for the police department is essential to preserve and protect the public health and safety of the City's residents, and to bring the radios used by the Police department into compliance with the FCC's P25, Phase II mandate; and WHEREAS, the City Attorney has advised that based on these findings competitive bidding is not required for the purchase of the mobile and portable radio equipment for the Police department as it falls under the exemption in Section 252.022(a)(2) of the Texas Local Government Code; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 1 of 2 Section 1. Recitals Incorporated The recitals set forth above are incorporated herein for all purposes as if set forth in full. Section 2. Authorization to Purchase Radio Equipment The City Council hereby authorizes the City Manager to purchase mobile and portable radios, and accessories for the Police department from Stolz Telecom Inc., in the amount of $110,612.10, consistent with the Estimate attached hereto as Exhibit 1. The City Manager is hereby authorized to execute all documents and to take all other actions necessary to finalize and complete the purchase. PASSED AND APPROVED by the City Council of the City of Anna, Texas, this 25`h day of April, 2017. ATTESTED: City Secretary, Carrie L. Smith APPROVED: Mayor, Mike Crist CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 2 of 2 Stolz Telecom Inc 11555 Highway 380 West Suite 102 Krum, TX 76249 (972) 465-9299 Larry. MillerQa StolzTelecom.com hftp://www.StolzTelecom.com ESTIMATE ADDRESS SHIP TO ESTIMATE # 1416 Lt. Jeff Caponera Lt. Jeff Caponera DATE 03/29/2017 Anna Police Department Anna Police Department EXPIRATION DATE 05/29/2017 101 South Powell Parkway 101 South Powell Parkway Anna,TX 75409 Anna,TX 75409 SHIP VIA CONTRACT Field/Upfit KW/EFJ Collin County Pricing ACTIVITY OTY RATE AMOUNT ACTIVITY OTY RATE AMOUNT VP6430BKF2 16 3,183.00 50,928.00 7/800 MHz, Model 2, Black Frequency 7/800 MHz Series VP6430 Model Standard Keypad (M2) Housing Black Configuration VP6430BKF2 VP6430, 7/800 MHz, M2, BK Model Options Immersion Model Options Micro SD memory card (installed) Packing 835VP6000PK001 VP6000 PACKING KIT Antenna KRA-32K 7/800 MHz 112 Wave (Whip) Battery KNB-L2M Li -ion 2600mAh (Standard) Protocol Analog FM Protocol P25 CAI AMBE+2 System Analog Conventional System 8322000002 P25 Conventional System 8322000005 P25 Phase 1 Trunking System 8322000006 P25 Phase 2 TDMA System 8322000003 SMARTNET II (included) System 8322000004 SmartNet II / SmartZone Channels 8326000006 1024 Ch Encryption 8323000003 DES-OFB multi -key Encryption 8323000004 AES RIPS multi -key Frog and Data Conventional Voting Scan Frog and Data TrueVoice Noise Cancellation Frog and Data 8325000002 P25 Data Conventional (Included) Frog and Data 8325000001 P25 Data Trunking (Conventional incl) Frog and Data 8324000007 OTAR (Over-the-Air-Rekeying) Frog and Data 8324000006 OTAR Conventional Frog and Data 8324000003 OTAP (Over -the -Air Programming) Prog and Data 8322000007 SmartZone STAR Roaming Enabled Prog and Data 8322000008 Digital SN/SZ Enabled Warranty 3 Year KMC-42WDM 16 91.20 1,459.20 MIL -SPEC, IP67 (Immersion) Noise -canceling Speaker Mic KEP-1 16 42.00 672.00 3.5MM EARPHONE KIT, KMC-25/26/41M/42WM SPEAKER MIC KSC-32 16 56.00 896.00 Rapid rate single unit charger KNB-L2M 16 108.00 1,728.00 Li -ion 2600mAh Battery (Standard) KSC-326K 2 504.00 1,008.00 Rapid rate 6-unit charger for KNB-31A/32N/33U41 NC/43U47L/48U50NC ACTIVITY OTY RATE AMOUNT 2425BAN29KCHE68 10 4,407.00 44,070.00 78V RM VCH RCH REMOTE P25CAI P25TTDMASNSZ P25T NC Series Viking - VM900 (VHF & 7/800 MHz) Frequency 7/800 MHz + VHF Mount Remote -Mount Control Head Type Viking Control Head Control Head Remote Control Head (with Palm Mic) Accessory Cable Cable, Single remote, Serial, USB, Standard Interface (R597-5357-70701) Protocol Analog FM (included) Protocol P25 CAI AMBE+2 System P25 Conventional (included) System SmartNet II / SmartZone (included) System P25 Phase 1 Trunking (included) System P25 Phase 2 TDMA (included) System P25 Ph. 2 TDMA + SmartZone ChlTGs 2048 Encryption AES (Multi -Key) Programming and Data TrueVoice Noise Cancellation Programming and Data Project 25 Data Trunking Programming and Data Project 25 Data Conventional (Included) Programming and Data Project 25 OTAR Programming and Data OTAP (Over -the -Air Programming) Warranty 3 Year C-EB25- -1 P 10 29.40 294.00 1-piece Equipment Mounting Bracket, 2.5" mounting space NM058U-NC 10 19.95 199.50 3/4" Brass Mount/ No Conn RFN-1005-3C 10 8.49 84.90 N Male Crimp-RG58/RG141 MAX7603S 10 39.25 392.50 760-870 3 dB Ant w/Spring MISC40 6 40.00 240.00 Miscellaneous Materials ETEL 25 45.00 1,125.00 Electronics Technician Estimated Labor Initial Programming ETEL 6 90.00 540.00 Electronics Technician Estimated Labor Phase II P25 Template Creation ETEL 25 45.00 1,125.00 Electronics Technician Estimated Labor Radio Programming (Phase II update) UTEL 90 65.00 5,850.00 Upfit Technician Estimated Labor . -- --------- -------------_.... .... -- -- - - - -- - - - - ------------ .----------- - -- -- ..__---------------- Please review the estimate below. Feel free to contact us if you have any TOTAL $1 1 U12.10 questions. We look forward to working with you. Thank you for the opportunityl Stolz Telecom Inc 0 MOTOROLA SOLUTIONS Bill -To: ANNA, CITY OF I II N POWELL PKWY ANNA, TX 75409 United States Attention: Name: Jeff Caponera Phone: 214-831-5312 Contract Number: 32956 - Collin County Texas Freight terms: FOB Destination Payment terms: Net 30 Due Quote Number: QU0000394129 Effective: 21 FEB 2017 Effective To: 22 APR 2017 Sales Contact: Name: Bobby Thompson Email: bthompson@dfwcomm,com Phone: 4692363743 Item Quantity Nomenclature Description List price Your price Extended Price 1 16 H98UCF9PW6BN APX6000700/800 MODEL 2.5 $2,938.00 $1,762.80 $28,204.80 PORTABLE la 16 Q806BM ADD: ASTRO DIGITAL CAI $515.00 $309.00 $4,944.00 OPERATION lb 16 H885BK ADD: 3 YEAR SERVICE FROM THE $90.00 $90.00 $1,440.00 START LITE Ic 16 Q498AY ENH: ASTRO 25 OTAR W/MULTIKEY $740.00 $444.00 $7,104.00 Id 16 Q629AK ENH: AES ENCRYPTION $475.00 $285.00 $4,560.00 le 16 G996AU ADD: PROGRAMMING OVER P25 $100.00 $60.00 $960.00 (OTAP) If 16 QA00580AC ADD: TDMA OPERATION $450.00 $270.00 $4,320.00 Is 16 QA03399AA ADD: ENHANCED DATA $150.00 $90.00 $1,440.00 Ih 16 H38BT ADD: SMARTZONE OPERATION $1,200.00 $720.00 $11,520.00 Ii 16 Q361AR ADD: P259600 BAUD TRUNKING $300.00 $180.00 $2,880:00 2 16 PMNN4485A BATT IMPRES 2 LEON R IP68 2550T $127.00 $81.28 $1,300.48 3 16 RLN4941A REC ONLY EARPIECE S69.00 S41.40 $662.40 W/TRANSLUCET TUBE 4 16 PMMN4084A PLUS RSM NC IP54 THIRD 3.5MM JACK $95.00 $57.00 $912.00 RX 5 16 NNTN8860A CHARGER, SINGLE -UNIT, IMPRES 2, $150.00 $90.00 $1,440.00 3A, 115VAC, US/NA 6 9 M30TSS9PWIAN APX7500 DUAL BAND MID POWER $2,736.00 $1,641.6D $14,774.40 6a 9 G806BE ADD: ASTRO DIGITAL CAI $515.00 $309.00 $2,781.00 OPERATION 66 9 GA00244AA ADD: 7/80OMHZ PRIMARY BAND - - - 6c 9 078AR ADD: 3 YEAR SERVICE FROM THE $168.00 $168.00 $1,512.00 START LITE 6d 9 GA00308AA ADD: VHFMP SECONDARY BAND $400.00 $240.00 $2,160.00 6e 9 GA00579AA ADD: ENABLE DUAL BAND $600.00 $360.00 $3,240.00 OPERATION 6f 9 G298AS ENH: ASTRO 25 OTAR W/ MULTIKEY $740.00 S444.00 $3,996.00 66 9 G843AH ADD: AES ENCRYPTION APX $475.00 $285.00 $2,565.00 6h 9 W22BA ADD: STD PALM MICROPHONE APEX $72.00 $43.20 $388.80 6i 9 GA00235AA ADD: NO CPS ANTENNA NEEDED 6j 9 G66AM ADD: DASH MOUNT $125.00 $75.00 $675.00 6k 9 G51AT ENE: SMARTZONE OPERATION APX $1,500.00 $900.00 $8,100.00 61 9 G444AE ADD: APX CONTROL HEAD - - SOFTWARE 6m 9 G442AJ ADD: 05 CONTROL HEAD $432.00 $259.20 $2,332.80 Item Quantity Nomenclature Description List price Your price Extended Price fin 9 G831AD ADD: SPKR 15W WATER. RESISTANT. $60.00 $36.00 $324.00 60 9 G174AD ADD: ANT 3DB LOW -PROFILE 762-870 $43.00 $25.80 $232.20 6p 9 G299AE ADD: 114 WAVE ROOF TOP 150.8-162 $19.50 $11.70 $105.30 6q 9 0361AH ADD: P25 TRUNKING SOFTWARE $300.00 $180.00 $1,620.00 6, 9 GA00580AA ADD: TEMA OPERATION $450.00 $270.00 $2,430.00 6s 9 G996AS ENH: OVER THE AIR PROVISIONING $100.00 $60.00 $540.00 6t 9 QA03399AA - ADD: ENHANCED DATA $150.00 $90.00 $810.00 7 1 M30TSS9PWIAN APX7500 DUAL BAND MID POWER $2,736.00 $1,641.60 $1,641.60 7. 1 G806BE ADD: ASTRO DIGITAL CAI $515.00 $309.00 $309.00 OPERATION 76 1 GA00244AA ADD: 7/80OMHZ PRIMARY BAND - - - 7c 1 G78AR ADD: 3 YEAR SERVICE FROM THE $169.00 $168.00 $168.00 START LITE 7d 1 GA00308AA ADD: VHF MP SECONDARY BAND $400.00 $240.00 $240.00 7e 1 GA00579AA ADD: ENABLE DUAL BAND $600.00 $360.00 $360.00 OPERATION 7f 1 G298AS END: ASTRO 25 OTAR W/MULTIKEY. $740.00 $444.00 $444.00 7g 1 G843AH ADD: AES ENCRYPTION APX S475.00 $285.00 $285.00 7h 1 W22BA ADD: STD PALM MICROPHONE APEX $72.00 S4320 $43.20 7i 1 GA00235AA ADD: NO GPS ANTENNA NEEDED - - - 7j I G67BC ADD: REMOTE MOUNT MID POWER $297.00 $178.20 $178.20 7k 1 G51AT ENH: SMARTZONE OPERATION APX $1,500.00 $900.00 $900.00 71 1 G444AE ADD: APX CONTROL HEAD - - - SOFTWARE 7m 1 G442AJ ADD: 05 CONTROL HEAD $432.00 $259.20 $259.20 7n I 0831AD ADD: SPKR 15W WATER RESISTANT $60.00 $36.00 $36.00 7o 1 G174AD ADD: ANT 3DB LOW -PROFILE 762-870 $43.00 $25.80 $25.80 7p 1 G299AE ADD: 1/4 WAVE ROOF TOP 150.8-162 $19.50 $I1.70 $I1.70 7q 1 G361AH ADD: P25 TRUNKING SOFTWARE $300.00 $180.00 $180.00 7r 1 GA00580AA ADD: TDMA OPERATION $450.00 $270.00 $270.00 7s 1 G996AS END : OVER THE AIR PROVISIONING $100.00 $60.00 $60.00 7t 1 QA03399AA ADD: ENHANCED DATA $150.00 $90.00 $90.00 8 1700 SVC03SVC0115D SUBSCRIBER PROGRAMMING $1.00 $1.00 $1,700.00 (Notes)3 TEMPLATE BUILDS 9 2470 SVC03SVCO 115D SUBSCRIBER PROGRAMMING $1.00 $1.00 $2,470.00 (Notes)DFW PROGRAMMING 10 1 NNTN7686A IMPRESMUC ADAPTER(PK OF 6 $207.00 $124.20 $124.20 INSERTS) Total Quote in USD $130,070.08 PO Issued to Motorola Solutions Inc, must: >Be a valid Purchase Order (PO)/Contract/Notice to Proceed on Company Letterhead, Note: Purchase Requisitions cannot be accepted >Have a PO Number/Contract Number & Date >Identify "Motorola Solutions Inc." as the Vendor >Have Payment Terms or Contract Number >Be issued in the Legal Entity's Name >Include a Bill -To Address with a Contact Name and Phone Number >Include a Ship -To Address with a Contact Name and Phone Number >Include an Ultimate Address (only if different than the Ship -To) >Be Greater than or Equal to the Value of the Order >Be in a Non-Editable Format >IdentifyTax Exemption Status (where applicable) >Include a Signature (as Required) A Item No. 5.c. City Council Agenda Staff Report Meeting Date: 4/25/2017 AGENDA ITEM: Resolution approving a Roadway Impact Fee Credit Agreement for Anna Elementary No. 3. (Maurice Schwanke) SUMMARY: Anna ISD is building approximately 1500 feet of Leonard Drive in connection with the construction of the new Judith Harlow Elementary School. Since this portion of Leonard Drive is on the roadway impact fee capital improvement plan, the School District is entitled to roadway impact fee credits up to an amount equal to their cost of designing and constructing Leonard Drive. It is expected that the cost of the roadway improvements will exceed the roadway impact fees that would otherwise be owed on this project. Notwithstanding, the roadway impact fee credits authorized by this Agreement shall not exceed the total roadway impact fees due on the project. STAFF RECOMMENDATION: Staff recommends approval of the attached Resolution approving the roadway impact fee Agreement. The Agreeement is consistent with City regulations governing impact fee credits and off -sets. ATTACHMENTS: Description Resolution approving roadway impact fee agreement Exhibit 1 Impact Fee Credit Agreement Exhibit A - Area Exhibit B Part 1 Civil Plans Exhbit B Part 2 Civil Plans Roadway Impact Fee Credit Application Upload Date Type 4/20/2017 Resolution 4/20/2017 Exhibit 4/20/2017 Exhibit 4/20/2017 Exhibit 4/20/2017 Exhibit 4/20/2017 Backup Material CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A ROADWAY IMPACT FEE CREDIT AGREEMENT WITH ANNA INDEPENDENT SCHOOL DISTRICT (AISD) FOR ANNA ELEMENTARY NO. 3. WHEREAS, AISD (the Owner) owns and desires to develop a parcel of property composed of approximately 34.92 acres of land located entirely within the corporate limits of the City of Anna, Texas (the City); and, WHEREAS, the Owner has agreed to construct certain roadway facilities in connection with development of the property; and, WHEREAS the Owner has requested impact fee credits for the construction of said roadway facilities; 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 Impact Fee Credit Agreement The City Council hereby approves the Roadway Impact Fee Credit Agreement for Anna Elementary No. 3, attached hereto as Exhibit 1, and ratifies and approves the City Manager's execution of the same. The City Manager is hereby authorized to execute all documents and to take all other actions necessary to finalize, act under, and enforce the Agreement. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 25t" day of April, 2017. ATTEST: APPROVED: Carrie L. Smith, City Secretary Mayor, Mike Crist ROADWAY IMPACT FEE CREDIT AGREEMENT FOR ANNA ELEMENTARY #3 (JUDITH HARLOW ELEMENTARY) LEONARD DRIVE This Impact Fee Credit Agreement (this "Agreement") is entered into between the City of Anna, Texas (the "City") and Anna ISD, ("Developer"). WHEREAS, Developer and the City are sometimes collectively referenced in this Agreement as the "Parties," or, each individually, as "Party"; and WHEREAS, it is the Parties' mutual intent that this Agreement shall govern only the subject matter specifically set forth herein and that this Agreement, and shall supersede any previous agreement between the Parties only to the extent that any such agreements directly conflict with the terms of this Agreement; and WHEREAS, Developer owns and desires to develop a parcel or parcels of real property (the "Property") in Collin County, Texas, which is composed of approximately 37.055 acres of land located entirely within the corporate limits of the City of Anna and is more particularly and separately or jointly described in the attached Exhibit A; and, NOW, THEREFORE, in consideration of the mutual covenants contained herein, the Parties agree as follows: SECTION 1 RECITALS INCORPORATED The recitals set forth above are incorporated herein as if set forth in full to further describe the Parties' intent under this Agreement and said recitals constitute representations by Developer and the City. SECTION 2 DEFINITIONS City Code means the Anna City Code of Ordinances. City Manager means the current or acting City Manager of the City of Anna or a person designated to act on behalf of the City Manager with respect to this Agreement if the designation is in writing and signed by the current or acting City Manager. City Regulations mean City Code provisions, ordinances, design standards, uniform codes, and other policies duly adopted by the City. Development means the new development on the Property that is the subject of this Agreement. Estimated Construction Cost, with respect to the engineering, design, and construction of the Roadway Project, means $662,711. IMPACT FEE CREDIT AGREEMENT Final Construction Cost, with respect to the Roadway Project, means the dollar amount actually paid for the engineering, design, and construction of the Roadway Project at the time of full and final completion, dedication and acceptance the Roadway Project. City inspection fees shall not be included in the Final Construction Cost. Final Credit Amount, with respect to the Roadway Project, means a dollar amount equal to the Estimated Construction Cost or the Final Construction Cost, whichever is less. Roadway Improvements means right of way preparation, paving excavation, construction of concrete paving, storm drainage, curbs, signage, roadway transitions, turn lanes, pavement markings, sidewalks, irrigation, landscaping, lighting and any other improvements necessary for a complete roadway system, of the portion of Leonard Drive. that is the subject of this Agreement. Roadway Protect means the construction of Leonard Drive, an 8" thick, 3,600 PSI, 24' concrete street section from station 0+00 to station 15+06.76 a distance of approximately 1500' as further described and depicted in Exhibit B. attached hereto. SECTION 3 GENERAL PROVISIONS. (a) Documentation of Actual Amount Paid. Once Developer fully completes the Roadway Project, and before the City has accepted such Roadway Project after inspection, Developer shall provide the City Manager with documentation reasonably acceptable to the City Manager evidencing the Final Construction Cost. (b) Maintenance Bond. For each construction contract for any part of the Roadway Project, Developer or Developer's contractor further must execute a Maintenance Bond in accordance with applicable City Regulations that guarantee the costs of any repairs which may become necessary to any part of the construction work performed in connection with the Roadway Project, arising from defective workmanship or materials used therein, for a full period of two (2) years from the date of final acceptance of the Roadway Project constructed under such contract. (c) Approval of Plats/Plans. Approval by the City, the City's engineer or other City employee or representative, of any plans, designs or specifications submitted by Developer pursuant to this Agreement or pursuant to City Regulations shall not constitute or be deemed to be a release of the responsibility and liability of Developer, his engineer, employees, officers or agents for the accuracy and competency of their design and specifications. Further, any such approvals shall not be deemed to be an assumption of such responsibility and liability by the City for any defect in the design and specifications prepared by Developer's engineer, his officers, agents, servants or employees, it being the intent of the parties that approval by the City's engineer signifies the City's approval on only the general design concept of the improvements to be constructed. IMPACT FEE CREDIT AGREEMENT (d) Insurance. Developer or its contractor(s) shall acquire and maintain, during the period of time when any of the Roadway Project are under construction (and until the full and final completion of the Roadway Project and acceptance thereof by the City: (a) workers compensation insurance in the amount required by law; and (b) commercial general liability insurance including personal injury liability, premises operations liability, and contractual liability, covering, but not limited to, the liability assumed under any indemnification provisions of this Agreement, with limits of liability for bodily injury, death and property damage of not less than $1,000,000.00. Such insurance shall also cover any and all claims which might arise out of the Roadway Project construction contracts, whether by Developer, a contractor, subcontractor, materialman, or otherwise. Coverage must be on an "per occurrence" basis. All such insurance shall: (i) be issued by a carrier which is rated "A-1" or better by A.M. Best's Key Rating Guide and licensed to do business in the State of Texas; and (ii) name the City as an additional insured and contain a waiver of subrogation endorsement in favor of the City. Upon the execution of Public Improvement construction contracts, Developer shall provide to the City certificates of insurance evidencing such insurance coverage together with the declaration of such policies, along with the endorsement naming the City as an additional insured. Each such policy shall provide that, at least 30 days prior to the cancellation, non -renewal or modification of the same, the City shall receive written notice of such cancellation, non -renewal or modification. (e) Indemnification and Hold Harmless. DEVELOPER COVENANTS AND AGREES TO INDEMNIFY AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY, ITS OFFICERS, AGENTS, SERVANTS AND EMPLOYEES, FROM AND AGAINST ANY AND ALL CLAIMS OR SUITS FOR PROPERTY DAMAGE OR LOSS AND/OR PERSONAL INJURY, INCLUDING, WITHOUT LIMITATION, DEATH, TO ANY AND ALL PERSONS, OF WHATSOEVER KIND OR CHARACTER, WHETHER REAL OR ASSERTED (INCLUDING, WITHOUT LIMITATION, REASONABLE ATTORNEYS FEES AND RELATED EXPENSES, EXPERT WITNESS FEES AND RELATED EXPENSES AND OTHER CONSULTANT FEES AND RELATED EXPENSES) ARISING OUT OF OR IN CONNECTION WITH, DIRECTLY OR INDIRECTLY, THE NEGLIGENT OR OTHERWISE WRONGFUL ACTS OR OMISSIONS OF DEVELOPER, ITS AGENTS, SERVANTS, CONTRACTORS, SUBCONTRACTORS, MATERIAL MEN OR EMPLOYEES IN CONNECTION WITH THE DESIGN, CONSTRUCTION OR INSTALLATION OF THE ROADWAY PROJECT, INCLUDING BUT NOT LIMITED TO INJURY OR DAMAGE TO CITY PROPERTY. SUCH INDEMNITY SHALL SURVIVE THE TERM OF THIS AGREEMENT. AT NO TIME SHALL THE CITY HAVE ANY CONTROL OVER OR CHARGE OF THE DEVELOPER'S DESIGN, CONSTRUCTION OR INSTALLATION OF ANY OF THE ROADWAY PROJECT THAT ARE THE SUBJECT OF THIS AGREEMENT, NOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES UTILIZED FOR SAID DESIGN, CONSTRUCTION OR INSTALLATION. THIS AGREEMENT DOES NOT CREATE A JOINT ENTERPRISE BETWEEN THE CITY AND DEVELOPER. DEVELOPER FURTHER COVENANTS AND AGREES TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE CITY AGAINST ANY AND ALL CLAIMS OR SUITS, BY ANY PERSON CLAIMING AN INTEREST IN THE PROPERTY WHO HAS NOT SIGNED THIS AGREEMENT AND WHICH CLAIMS: (1) ARISE IN ANY WAY FROM THE CITY'S RELIANCE UPON DEVELOPER'S REPRESENTATIONS IMPACT FEE CREDIT AGREEMENT IN THIS AGREEMENT; (2) RELATE IN ANY MANNER OR ARISE IN CONNECTION WITH THIS AGREEMENT OR IN CONNECTION WITH DEVELOPMENT OF THE PROPERTY; OR (3) ARISE IN ANY WAY FROM THE CITY'S APPROVAL OF ANY TYPE OF DEVELOPMENT APPLICATION OR SUBMISSION WITH RESPECT TO THE PROPERTY. NOTWITHSTANDING THIS PROVISION OR ANY OTHER PROVISION OF THIS AGREEMENT, DEVELOPER SHALL NOT BE OBLIGATED TO INDEMNIFY, DEFEND, OR HOLD THE CITY HARMLESS FOR THE CITY'S OWN NEGLIGENCE OR GROSS NEGLIGENCE. SECTION 4 ROADWAY PROJECT (a) Developer Obligations. Developer shall construct the Roadway Project depicted on the attached Exhibit B, and all Roadway Improvements appurtenant to the Roadway Project. (b) City Obligations (1) The Final Credit Amount shall be a credit against Roadway impact fees otherwise due to the City from Development of the Property. The Roadway impact fee credit for the construction of the Roadway Project shall be redeemed at the time of issuance of building permits, and such redemption shall apply to the full amount of the Roadway impact fees that would otherwise be collected until the Roadway impact fee credit authorized by this Agreement has been exhausted. (2) Notwithstanding Section 4(b)(1) above, the Roadway impact fee credit for construction of the Roadway Project shall not exceed the total amount of Roadway impact fees due from Development of the Property. (3) Notwithstanding Section 4(b)(1) above, the impact fee credit authorized by this Agreement shall expire on September 30 in the tenth year following the date the Roadway Project is complete and formally accepted by the City. (4) The City shall have the right to collect Roadway impact fees due from the Development of the Property after the credit authorized by this Agreement has been exhausted or after the credit expires, whichever occurs first. SECTION 5 EFFECTIVE DATE The Effective Date of this Agreement is the date that the last of the Parties' signatures to this Agreement is fully and properly affixed to this Agreement and acknowledged by a public notary. The City's duties and obligations hereunder shall not arise unless and until the City Manager and the Developer have duly executed this Agreement. IMPACT FEE CREDIT AGREEMENT SECTION 6 TERMINATION This Agreement and all obligations of the Parties hereto, shall terminate upon full performance of the terms of this Agreement. SECTION 7 SUCCESSORS AND ASSIGNS (a) All obligations and covenants of Developer under this Agreement shall constitute covenants running with the land, and shall bind Developer and each successive Developer of all of any portion of the Property. (b) This Agreement shall not be assignable by Developer without the prior written consent of the City. SECTION 8 MISCELLANEOUS PROVISIONS (a) Authority to execute contract. The undersigned officers and/or agents of the parties hereto are the properly authorized officials and have the necessary authority to execute this Agreement on behalf of the parties hereto, and each party hereby certifies to the other that any necessary resolutions or other act extending such authority have been duly passed and are now in full force and effect. (b) Notice. All notices, demands or other communications required or provided hereunder shall be in writing and shall be deemed to have been given on the earlier to occur of actual receipt or three (3) days after the same are given by hand delivery or deposited in the United States mail, certified or registered, postage prepaid, return receipt requested, addressed to the parties at the addresses set forth below or at such other addresses as such parties may designate by written notice to the other parties in accordance with this notice provision. If to the City: City of Anna Attn: City Manager P.O. Box 776 111 N. Powell Parkway Anna, TX 75409 If to Developer: Anna ISD Attn: AISD Superintendent or Designee 501 S. Sherley St. Anna, TX 75409 (c) Complete Agreement. This Agreement embodies the entire Agreement between the Parties and cannot be varied or terminated except as set forth in this Agreement, or by written agreement of the City and Developer expressly amending the terms of this Agreement. IMPACT FEE CREDIT AGREEMENT (d) Applicable Law and Venue. This Agreement shall be performable and all compensation payable in Collin County, Texas. Venue and exclusive jurisdiction under this Agreement lies in a court of competent jurisdiction in Collin County, Texas. (e) Severability. If any clause, paragraph, section or portion of this Agreement shall be found to be illegal, unlawful, unconstitutional or void for any reason, the balance of the Agreement shall remain in full force and effect and the unlawful provision shall be replaced with a provision as similar in terms and effect to such unlawful provision as may be valid, legal and enforceable. (f) Representation. Each signatory representing this Agreement has been read by the party for which this Agreement is executed and that such Party has had an opportunity to confer with its counsel. (g) Consideration. This Agreement is executed by the Parties hereto without coercion or duress and for substantial consideration, the sufficiency of which is hereby acknowledged. (h) Waiver. Waiver by either Party or any breach of this Agreement, or the failure of either Party to enforce any of the provisions of this Agreement, at any time, shall not in any way affect, limit or waive such Party's right thereafter to enforce and compel strict compliance of the Agreement. (i) Miscellaneous Drafting Provisions. This Agreement was drafted equally by the Parties hereto. The language of all parts of this Agreement shall be construed as a whole according to its fair meaning, and any presumption or principle that the language herein is to be construed against any Party shall not apply. Headings in this Agreement are for the convenience of the Parties and are not intended to be used in construing this document. (j) No Other Beneficiaries. This Agreement is for the sole and exclusive benefit of the City, Developer and Payee and is not intended to and shall not confer any rights or benefits on any third party not a signatory hereto. (k) Binding Effect. This Agreement shall bind and inure to the benefit of the City and Developer and to any successor Developer/developer of the Property, may be recorded in the Collin County property records, and runs with the land. (1) Counterparts. This Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. (m) No Waiver of Development Ordinances. No waiver of any provision of this Agreement will be deemed to constitute a waiver of any other provision or any other agreement between the Parties. No waiver of any provision of this Agreement will be deemed to constitute a continuing waiver unless expressly provided for by written amendment to this Agreement; nor will the waiver of any default under this Agreement be deemed a waiver of any IMPACT FEE CREDIT AGREEMENT subsequent defaults of the same type. Nothing herein shall waive any obligations of Developer under applicable City Regulations. [SIGNATURES PAGES FOLLOW, REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK] IMPACT FEE CREDIT AGREEMENT Developer: Anna ISD By: Name Title: Pete Slaughter, Anna ISD Superintendent IN WITNESS WHEREOF: STATE OF TEXAS COUNTY OF Collin Before me, the undersigned notary public, on the day of 12017, personally appeared , known to me (or proved to me) to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in his capacity as of Notary Public, State of Texas IMPACT FEE CREDIT AGREEMENT CITY OF ANNA 0 Philip Sanders, City Manager IN WITNESS WHEREOF: STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned notary public, on the day of 12017, personally appeared Philip Sanders, known to me (or proved to me) to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in his capacity as City Manager of the City of Anna, Texas. 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ENGINEER: G�IQ �iV10L��O��I C O IV S U L T 1 IV G TEXAS FIRM REG, NO, F-5260 CIVIL & ENVIRONMENTAL ENGINEERS - PLANNERS - CONSTRUCTION MANAGERS 8241 MID -CITIES BLVD. - NORTH RICHLAND HILLS, TEXAS 76182 PHONE (817) 268-0408 FAX (817) 284-8408 0 RELEASED FOR CONSTRUCTION 8Y FIR IC,R RO CXASTM J :TICJN THE O','r NA<i- RFrnF SFNTP.TI'JF Sti�til I N OTIFY TH F ti.ITY OF AWNf% F'�43L t}?`ti't:-RKS L1L'AK I KL W 1 A 1 J r':!$11. t;f W I F2�� ; I If 7N L1MA'�`� I Nf,U I Afti1F'LL:' LtY I I IL CITY (jF -%NNA SH f%I I RF ()N THE f l tiT Al I TI MFS'PtJRI NC; .CJN STT�LJ 1�T1 ON TH F ti.ITY JF AN NA S 1.811 UAF',Ll F'L ;II IGA I I t:-N I r 7R I I t:-N SI IALL I AKL F'F�L ;LLILN t,L }5�L K I I ILSL PLAN 'x' HFNF IVFI d IN 4;ONFI IC I I H - I �F-V I I HI HF R-1t JI �F � I I SIN GFFN I I AN I JAI dI J FRAY HF 1%1 1'I IFI } AI IHI- I?I ClI FI)II �F(:I %)1 d OF PUBiI I[.'.rvOl� F5:�i FJ ISl.1 N MFR- N I NF i,F 99f%RY f%ND PF RNITS SHAI I RF 11(.0t I I PFFJ PR 1k1� -C J C;f W l F-1 ; I ION. 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TEXAS INDEX OF SHEETS SHEET DESCRIPTIONS CIVIL ENGINEERING PLANS PLAT C2.00 CITY OF ANNA CONSTRUCTION NOTES C2.01 GENERAL NOTES C2.02 EXISTING CONDITIONS C2.03 SITE PLAN C2.04 DEMOLITION PLAN C2.10 PRE DEVELOPED DRAINAGE AREA MAP C2.11 POST DEVELOPED DRAINAGE AREA MAP ANNA CROSSING INFRASTRUCTURE - DRAINAGE AREA MAP C2.12 DETENTION POND PLAN C2.20 OVERALL GRADING PLAN C2.21 GRADING PLAN - QUAD 1 C2.22 GRADING PLAN - QUAD 2 C2.23 GRADING PLAN - QUAD 3 C2.24 GRADING PLAN - QUAD 4 C2.30 PAVING PLAN C2.31 LEONARD DRIVE PLAN AND PROFILE C2.32 LEONARD DRIVE PLAN AND PROFILE C2.33 LEONARD DRIVE PLAN AND PROFILE C2.34-C.2.37 LEONARD DRIVE CROSS SECTIONS C2.38 PAVING DETAILS C2.40 STORM DRAIN PLAN C2.41 STORM DRAIN LINE A, B, E & OUTFALL PLAN AND PROFILE C2.42 STORM DRAIN LINE C PLAN AND PROFILE C2.43 STORM DRAIN LINE D & E PLAN AND PROFILE C2.50 UTILITY PLAN C2.51 SANITARY SEWER PLAN AND PROFILE C2.52 12" WATER LINE PLAN AND PROFILE C2.53 12" WATER LINE PLAN AND PROFILE C2.60 EROSION CONTROL PLAN C2.70-C2.74 DETAILS k L L,H,,,14., H €�M,I L T U IF ,= F}67684 7* 8-12-16 Q X W z 0 _0 o1 00 = U z� U< (� z z Q LL �0 z LLI >_ U LL 1 W Q= z� 00 00 ..\COVERSHEET.dgn 12/15/2016 2:50:15 PM Qz UE�NL1',Lt J11 fflJ MS' Prir r kr� a n-r' f-on = krac kior_ #:Lr Cnntrar-t�_ s' a:L ' r, fa rrdl- ar ,;� i-h 1: , I�r_ ntra ryt E'-)c u x,r_#s an I ri F-Maio Lis, tlic P la. --is Ili Lid_ k1- a al_ r v ;-s). 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A II 'rr:l'-1T T02e' 21-7-1' h- '7t.1]'„i '1-t7,7r11'F.} It 1I17y. 1, A LL afflcr =-rcc ka mps sha L] c:omp_y �,1:I:` tlic �1~r_c:it TDL•R, AD ¢. an 1 -:,DDT :-c g1~laio as W z J 0— z O U fr W z O U LL1 F____ W QJz �QU J O O U WU) ErX Q W �__ �___ za LU :�iz wz J Q LU Q z z Q Ln Cr LLJ L7 (V pp z CO X ¢ CO _Xm �__ LEI Q U �­ 0o Z J (V CDJ L-) = r` z — Cr a X LLJ = Q CL = co CD CM V)Z Cr C� LLJ , w LLJ (\j E O z J w m FO J Lr) LLJ LLJ �_ - z z �­ o LLJ F = f (� d 0 0 E_ z LLJ v .6 00 LU O z z O U Lr W z O U LL O I 8.12.16 LD iO � = LEI x o i 0 O w Ir I N rb � \ w w 0 Y 4 N, V_ w I A M LU �? o Ctw`` Q w Z o ¢? m m 1- V) Q w w Z Zi O 1— W Z z O D O U O I- U D rr W z O U z z a IL O PAGE I 1 8 �_ U w a 0 r m CO F CD Z Ln a - Va > co Ld Q <11 Cr I \DETAILS\188-072 DETAILS.dgn 10/31/2016 9:38:32 AM SHEE C2.00 � GENERAL GRADING NOTES CONSTRUCTION rr��1 U Q PAVING AND SUBGRADE SPEC I F I CATIONS w AREAS DISTURBED BY CONSTRUCTION WILL BE FULLY SODDED WITH NATIVE BERMUDA GRASS. AREAS AWAY FROM BUILDING �( Z 1w11 X: r- z cn 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES 1 SIX (6") I NCH CURB SHALL BE INSTALLED INTEGRAL WITH CONCRETE PAVEMENT. MAY BE HYDROMULCHED AS DIRECTED BYY ENGINEER. H Q o X co U , m cp INCLUDING REMOVAL OF ANY EXISTING UTILITIES THAT MAY CONFLICT WITH SAW JOINTS SHALL EXTEND THROUGH THE CURB. ALL CONCRETE INTERFACES AND CHANGES IN cn o PROPOSED LAYOUT. CONCRETE THICKNESS WILL HAVE AN EXPANSION o _ N 2. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. JOINT FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS PROVIDED. C4 U = r` o Qp 2. THE TOP FOUR (4") INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND ALL SIDEWALKS SHALL CONFORM To T.A.S. REQUIREMENTS. z STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 3H • 1 V OR FLATTER UNLESS OTHERWISE NOTED. 3. SEE GRADING PLAN FOR FINISHED PAVEMENT ELEVATIONS. ALL SIDEWALKS SHALL BE BACKFILLED TOFINISHED GRADE ] Z_ _ co A. CONTRACTOR SHALL PAINT S. STRIPE ALL PARKING AS SHOWN. CONTRACTOR So AS NOT To IMPEDE DRAINAGE. CD 3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO SHALL ALSO PROVIDE CONCRETE RAMPS, SIGNS, AND CURB STOPS AS SHOWN. ALL EXISTING/NEW CONCRETE INTERFACE$ SHALL BE PROVIDEDco (n -_ m THE ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED Q Z z o LIMITED T0. TRENCH BACKF I LL , SIDE SLOPES, FENCES, IRRIGATION SYSEMS, CULVERT 5. FOR PCC PAVEMENT, CONTRACTOR SHALL SUBMIT A JOINT SPACING DIAGRAM TO EXPANSION JOINT MATERIAL AND SEALANT. z J PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS, ROADWAYS, ETC. ENGINEER PRIOR TO CONSTRUCTION. SAWCUT CONTROL JOINTS FOR VEHICULAR PAVING SHALL BE PROVIDED AT 1 5' MAX SPACING. JOINTS FOR SIDEWALKS SHALL ::: CRITICAL ::: 0 , w m °° J U) -- Z UJ ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHN I CAL REPORT. BE SAWCUT AT 5' MAX SPACING. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE LOCATIONSA. U CDLu X AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTORCD o �� AT MINIMUM, SELECT FILL SHALL BE PLACED IN 6 LIFTS AND COMPACTED TO 9501. IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING STANDARD PROCTOR DENSITY. FIELD DENSITY TESTS SHALL BE PERFORMED BY 6. ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFF IC UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE > _ w GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL CONTROL DEVICES SHALL BE I N ACCORDANCE WITH THE TEXAS MANUAL ON THE COMMENCEMENT OF ANY CONSTRUCTION. a co BE BORNE BY THE CONTRACTOR. UNIFORM TRAF I C CONTROL DEVICES. UTILITY RELOCATION NOTE: J IF ANY EXISTING UTILITY POLES. POWER POLES. U 5. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A 7. PAVING SUBGRADE SPEC I F I CATIONS ARE AS FOLLOWS: GUY WIRES, TELEPHONE UTILITES. ETC. ARE FOUND TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS, MINIMUM OF 1 % SLOPE AROUND BUILDING PAD. 3: 1 MAX EARTHEN SLOPES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE LITY MLNY COORDINATE ERELOCATION I NG NOTES® ANYAND/ORAL SUCH TIIIES(NOSPECIAPA). 6. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. FOR 6". 7" AND 8" PAVING AREAS AND AFTER FINAL SUBGRADE ! CONTRACTOR NOTICE ELEVATION 1S ACHIEVED, THE EXPOSED SURFACE OF THE PAVEMENT SUBGRADE 7. ALL PARKING LOT PAVING SHALL BE REINFORCED PER PAVING PLAN. SOIL SHOULD BE SCARIFIED TO A DEPTH OF LEAST 6 INCHES AND MIXED WITH ALL SIDEWALKS. AND PAVED AREAS. REQUIRING ADA ACCESS SHALL BE 8 PERCENT HYDRATED LIME (BY DRY SOIL WEIGHT) IN CONFORMANCE WITH CONSTRUCTED WITH 5% (MAX. ) SLOPE AND 2.0y (MAX. ) CROSS SLOPE IN 8. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED TXDOT ITEM 260. ASSUMING AN IN -PLACE UNIT WEIGHT OF 100 PCF FOR THE ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES PAVEMENT SUBGRADE SOILS, THIS PERCENTAGE OF LIME EQUATES TO ABOUT AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE IN THE GENERAL T. P. D. E. S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED 36 LBS OF LIME PER SO YARD OF TREATED SUBGRADE. THE ACTUAL AMOUNT PARAMETERS. THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES WITH CONSTRUCTION ACTIVITIES. OF LIME REQUIRED SHOULD BE CONFIRMED BY ADDITIONAL LABORATORY (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. J TESTS (ASTM C 977 APPENDIX X1) PRIOR TO CONSTRUCTION. Cn O IT 1S REQUIRED THAT LIME STABILIZATION PROCEDURES EXTEND AT !! FINAL GRADING NOTE :: z Cn CR I T I CAL I I I LEAST 1 FOOT BEYOND THE EDGE OF THE PAVEMENT TO REDUCE EFFECTS FINISHED GRADES SHOWN HEREON REPRESENT � = W OF SEASONAL SHRINKING AND SWELLING UPON THE EXTREME EDGES OF TOP OF PAVING. TOP OF SOD AND/OR LANDSCAPING. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE THE PAVEMENT. THE SOIL -LIME MIXTURE SHOULD BE COMPACTED TO AT UNLESS NOTED OTHERWISE. U O AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS U) z UNDER NO CIRCUMSTANCES SHALL SOD OR z cn IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING ABOVE THE MIXTURE'S OPTIMUM MOISTURE DENSITY. LANDSCAPING NE PLACED ABOVE THE BRICK O Q UT I L I T I ES, BOTH HORIZONTALLY AND VERTICALLY, BEFORE *NOTE: CITY SHALL BE PRESENT FOR THE FIELD LIME SERIES TEST AND THE TESTS LEDGE. FINAL GRADE SHALL ENSURE POSITIVE FLOW FROM THE BUILDING OTHER - fr X J Q FHE COMMENCEMENT OF ANY CONSTRUCTION. SHALL BE SUBMITTED TO THE CITY FOR REVIEW PRIOR TO LIME APPLICATION. AWAY AND STRUCTURES. STRUCTURES. U w Ir SUBGRADE FOR PARKING SPACES (5" THICK AREAS) SHALL BE UNTREATED CLAY z Lu UTILITY RELOCATION NOTE: SUBGRADE SCARIFIED AND COMPACTED TO 95 PERCENT STANDARD PROCTOR !!!IMPORTANT!!! L.L LLI Q z MAXIMUM DRY DENSITY (ASTM D698) AND WITHIN THE RANGE OF 1 PERCENTAGE CONTOURS REPRESENT FINISHED Z W POINT BELOW TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. GRADES. ALL PAVING SHALL BE EXCAVATED TO SUBGRADE PER C0 2 z IF ANY EXISTING UTILITY POLES, POWER POLES, TYPICAL PAVING SECTIONS (SEE DETAILS). Q GUY WIRES, TELEPHONE UTILITES, ETC. ARE FOUND W ~ TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS, EROSION CONTROL GENERAL NOTES U U THE CONTRACTOR SHALL CONTACT THE APPROPRIATE Q LLJ UTILITY COMPANY AND COORDINATE THE RELOCATION OF 1. ALL SITES GREATER THAN 1 ACRE MUST HAVE A VALID TEXAS POLLUTION 6THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ADJACENT . � z 0 O ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY) . DISCHARGE EL I M I NAT I ON SYSTEM( TPDES ) PERM I T ISSUED BY THE TCEQ AS PROPERTY OR TO RECEIVING WATERS CAUSED BY IMPROPERLY INSTALLED C: DEFINED IN TPDES GENERAL PERMIT NO. TXR150000. OR POORLY MAINTAINED EROSION CONTROL MEASURES. ALL EXCAVATION, TRENCHING AND SHORING OPERATIONS SHALL COMPLY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA, 2. FOR SITES OF 5 ACRES OR GREATER. A TPDES NOTICE OF INTENT (NOI) FORM DISPOSAL OF ANY SILT DEPOSITS OR TRACKING BEYOND THE LIMITS OF "CONST SAFETY AND HEALTH REGULATIONS", VOL. 29, SUB PART P , MUST BE SUBMITTED TO THE TCEO AT LEAST TWO (2)DAYS PRIOR TO CONSTRUCTION CAUSED BY HIS OPERATIONS AND/OR FAILURE OF THE . COMMENCING WORK. FOR S I TES GREATER THAN ONE (1 ) ACRES BUT LESS PG. 1 28-1 37 , AND ANY AMENDMENTS THERETO. THAN F I VE (5 ) ACRES, A TCEO CONSTRUCTION SITE NOTICE MUST BE COMPLETED. EROSION CONTROL MEASURES. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE COMPLETED PRIOR TO SUBMITTAL OF THE NOI OR SITE NOTICE. THE SIGNED AND COMPLETED g• CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ACCUMULATED SWPPP MUST BE MAINTAINED AT THE JOB SITE AT ALL TIMES. SILT AND SEDIMENT FROM EROSION CONTROL MEASURES WHEN IT REACHES A DEPTH OF SIX (6) INCHES OR IMPAIRS THE EFFECTIVENESS OF THE VV ATER I MPROVEMENT N 0 T E S 3. EACH PRIME CONTRACTOR SHALL OBTAIN AND SUBMIT TO OWNER/ENGINEER MEASURES. A POLLUTION PREVENTION CERTIFICATION FROM EACH SUBCONTRACTOR 9. THE OWNER'S REPRESENTATIVE WILL INSPECT THE PROJECT AT A MINIMUM OF WHOSE WORK IMPACTS THE STORM WATER POLLUTION PREVENTION PLAN 1. FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF THE SIDEWALK IF WALK INTENDED. (SWPPP )PRIOR TO THE PERFORMANCE OF ANY WORK BY SAID EVERY SEVEN DAYS AND AFTER EVERY RAINFALL OF 0.5 INCHES OR GREATER rFi SUBCONTRACTOR. THESE CERTIFICATIONS SHALL BECOME A PART OF THE TO DETERMINE THE INTEGRITY AND EFFECTIVENESS OF THE EROSION2. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 STORM WATER POLLUTION PREVENTION PLAN. CONTROL MEASURES. A WRITTEN INSPECTION REPORT WILL BE FILED WITH MINIMUM, WITH NSF SEAL, PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE POLLUTION PREVENTION PLAN. THIS INSPECTION DOES NOT RELIEVE FII.NFILIu ��+ •;;; NCTCOG STANDARD SPECIFICATIONS. WATER MAINS TO HAVE A MINIMUM OF 48COVER TO 4 • CONTRACTOR SHALL FURNISH AND INSTALL EROSION CONTROL MEASURES SHOWN IMMEDIATELY UPON ENTERING SITE. REPAIRS OR MODIFICATIONS TO THE CONTRACTOR'S RESPONSIBILITY FOR INSPECTION AND MAINTENANCE OF THE EROSION CONTROL MEASURES OR HIS DUTY TO COMPLY WITH THE �y� '•..•* '.'7aF'` THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION -TYPE WITH STAIN- THE MEASURES WILL BE MADE BY THE CONTRACTOR IF THE CONTROL INTENT AND CONDITIONS OF THE NPDES GENERAL PERMIT. LESS STEEL TUBE LINERS. MEASURES PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL MEASURES 3. EMBEDMENT SHALL BE PER EMBEDMENT DETAIL. ARE NECESSARY. 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF STORM 8 12 16 DRAIN INLETS USING STRAW BALE CHECKS OR OTHER MEASURES AS 5. AT A MINIMUM, PERIMETER CONTROLS SUCH AS SILT FENCE OR STRAW BALES SPECIFIED. WHERE INLETS ARE BEING REMOVED OR INSTALLED. THE 4. ALL SERVICES TO METER TO BE A MINIMUM 2" SDR-9 CLASS 200 POLYETHYLENE. SHALL BE INSTALLED AT ALL DOWN SLOPE BOUNDARIES AND AS CONTRATOR SHALL PREVENT MATERIAL FROM ENTERING THE STORM 5. ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. WARRANTED WHERE PAVEMENT REMOVAL, UTILITY CONSTRUCTION, GRADING, DRAIN SYSTEM. cn o `° Lu� OR OTHER CONSTRUCTION ACTIVITIES ARE TO BE PERFORMED. CONTRACTOR \ `° �U_o SHALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE 11. ALL OFF -SITE STOCKPILES SOILS WILL BE SURROUNDED BY A STRAW 00 - M Y Y =z� OFF -SITE TRACKING OR TRANSPORT OF SEDIMENT AND DEBRIS. BALE DIKE, SILT FENCE. SEDIMENT CONTROL SWALE, OR EQUIVALENT \ o U � I �W� SEWER IMPROVEMENT NOTES MEASURE, AS APPROVED BY ENGINEER, TO PROPERLY CONTROL SEDIMENT w 3 o xU RUNOFF. o �- a to w ¢ a:x w w z � �-wz w 1. SANITARY SEWER LINES SHALL BE SDR-35 , PVC PIPE. ONE JOINT OF 1 50-psi PRESSURE 12. THE CONTRACTOR SHALL STABILIZE ANY AREA WHERE CONSTRUCTION RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED WATER LINE CROSSINGS. ACTIVITY IS TEMPORARILY OR PERMANENTLY CEASED FOR MORE THAN o 11`,�, �t7ti 1 4 DAYS. 2 • EMBEDMENT SHALL BE PER EMBEDMENT DETAIL. - I I I } m 3. CONTRACTOR SHALL MAINTAIN MINIMUM 9' VERTICAL AND 3' HORIZONTAL SEPARATION I I BETWEEN PARALLEL WATER AND SANITARY SEWER PIPE. ' OFF rDF - � �' �-� -1 OFF F R.O-w- a 1 7'I;URE V 8--B M f R.O.W. � I��D�r� i 37' S-8 �5I STORM DRAIN IMPROVEMENT NOTES _---___J_; _i-- -__-_„__-4--�i1/��/rT 3 C] ] t ICE;IV F_ GON - PROPOSED 25 B- 8 D TI-�.�.._-__ - -- - - ) 1. ADS (HDPE) N-12 PIPE SHALL BE USED FOR ALL STORM DRAIN PIPING LARGER THAN 12 INCHES (PRIVATE - ON SITE). ; FT ��_��_- ;i I �a�.__ �_- f ,, I�_�r�--�- ;T���L_'--t,�-/-7 .' � w �•`�--:-s -���` co ,�, 2. PVC SCH 40 SHALL BE USED FOR ALL STORM DRAIN PIPING UNDER 12 INCHES (PRIVATE).- r�.tr�- ^ a _� L -.� Li 1' T1�i' I- I (7 3. RCP SHALL ONLY BE USED UNDERNEATH DRIVEWAYS AND CITY STREETS AND RIGHT-OF-WAYS.I�� I � I� WHEN USED RCP SHALL BE PER ASTM C-76 CLASS III UNLESS NOTED OTHERWISE. 6" LIME TAHIL.� ED 0 FUTURE E SU R13PAD E I _ 4. EMBEDMENT SHALL BE PER EMBEDMENT DETAIL FOR PVC AND OR RCP PIPE AND PER 5' CEO ,ALK RE�11=RJh ��ELE � ` ,L > ui cn Q MANUFACTURER'S INSTRUCTIONS IF ADS N-1 2 PIPE IS CHOSEN. NO. 3 BARS ON 18" 117RS. E.W.. 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I \ I I I I I / / I I I / > ui Q EET REFERENCE ONLY SHEE \ i i C2.03 \188-091 611 E F'LAN.dgn 1U/31/2U16 9:32:bd AM DEMOL I TON PLAN NOTE: UTILITY RELOCATION NOTE NOTES ALL CONCRETE WALKS, PAVEMENT, APPURTENANCES, ETC. IF ANY EXISTING UTILITY POLES, GUY WIRES, TELEPHONE UTILITIES, ETC. ARE FOUND TO BE IN LEGEND ALL SITES WHERE DEMOLITION WILL OCCUR AT OR NEAR A PUBLIC STREET, THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION RENOVATION ACTIVITIES AS SOON AS POSSIBLE SO THAT THE EDGES OF WITHIN THE LIMITS SHOWN ON THE DEMOLITION PLAN CONFLICT WITH THESE CONSTRUCTION PLANS, THE CONTRACTOR SHALL CONTACT UTILITY COMPANY AND COORDINATE THE RELOCATION OF ANY AND/OR ALL THE APPROPRIATE SUCH UTILITIES (NO THE PAVEMENT WILL NOT BE LEFT UNPROTECTED LONGER THAN NECESSARY. != W WILL BE REMOVED AND DISPOSED OF OFF -SITE BY THE CONTRACTOR. ALL AREAS DISTURBED BY CONSTRUCTION AND SPECIAL PAY). ll ) I z , NOT COVERED WITH NEW CONCRETE IMPROVEMENTS WILL CONCRETE/ASPHALT SURFACING DEMOLITION NOTE: NOT TO SCALE v m to Z to BE HYDROMULCHED BY THE CONTRACTOR AS MANY TIMES OR FOUNDATIONS TO BE REMOVED EXISTING IMPROVEMENTS WITHIN THE HATCHED AREA SHALL BE DEMOLISHED, REMOVED, CLEARED AND GRUBBED AS SPECIFIED. ITEMS TO BE REMOVED, BUT NOT LIMITED TO, DISPOSED OF, ARE SPRINKLER z Q 0O AS NECESSARY TO OBTAIN A STRAND OF GRASS ACCEPTABLE SYSTEMS, FLUMES, INLET BOXES, CONCRETE PAVING AND WALKS, UNDERGROUND STORM DRAIN LINES, - :5 X 10 vz? TO THE OWNER AND CITY. TREES AND PLANTS, ETC. w 4 U) I I Df Ld CO ITEMS TO REMAIN N N N A z _- J = i i d ! o °' [ ITEM TO BE REMOVED SANITARY SEWER LINES, MANHOLES, CLEANOUTS, WATER VALVES, AND WATER SERVICES ARE TO REMAIN ao `� U 0O I I Q j m Q w J M) �� N U - I I o w IN SERVICE AND ARE NOT TO BE REMOVED UNLESS NOTED OTHERWISE. ALL WATER VALVES, MANHOLES AND CLEANOUTS SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED SITE GRADING. ALL CONCRETE SHALL BE SAW CUT FULL DEPTH OF PAVEMENT PRIOR SEWER SURFACE AND TO REMOVAL w J < z X N ,uj > rn 12 O ~ ; J U Io � Do)3: 0(i I 0= V) a ILL z z N N I 0 cn U Z U Q I NOTE: i Z � z 00 W W Z p j j THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION D W 1 N W o W Q z 0 ; z I OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO: TRENCH BACKFILL, SIDE SLOPES, z O I < ~ O I U Z 0 z Q Q z UO j fN FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE HYDROMULCHED UNLESS OTHERWISE NOTED. 0 z °�° J °D 4, Q I �o v z~ a o00 I o M U i ^ b U z~ F 360.545 ACRES L m _ 11 - - "- - -W . z HARLAN PROPERTIES z N I: I uvo U ; a0 J;J ,,, 20' ROAD EASEMENT 00 Z `` I`` o J J ! "� w VOL. 782, PG. 599 P.R.C.C.T. D. R. C. C. 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TF � ... � ACREc: � R. v. ti'�. aEa1C..nCN ti r. �r4�lti TIti C°'rT� I.�Er•.TE� hay., Ir��,H=<F. LTC' a'aC. r•:D. 2Ci-�-i11 0012#$r10 II {.- SHARP -T — ::�t: 'der i:�i`+ 'li•' 'L�]RY51F,' [ �'.ki. =.F %. T. LQT 9 r - L r1 U Lr- U - I'7 - :7 7 F- J . uJ i a� kn T S 1-- �, n %_r 7 LL:17 c LL ail I Q LJ -} L a -4 la z Z. 4 P.O.B. 1/2" ?F•;C.';_'. W / x"• I r c� I •� ���•~ I L Ion-Ir'd Ld 4 7 r JA. 4 V• _ 'L S L ,• �r � '• ° L •• J I I , C.3 is t vo I-,LfiA NL7_10 I ,L.-pl 129.132 rrlt_U .,Ls 1 L-'.•. k n - r k . I - ry' Ar%NA 'T'0'kV%J %L`JT'LR '10. 4/&-IRP_ LT'E s•. - - - _ _ _� '•L]..0 l'. LEI ri COUNTY ROAD 422 _ iz� h'_ftii} NLl.__r Lti.. 1..t!A( � � :�nr1�. 1�l'til'V CLv ILIA I< �J +J. 4fal F'. L IU' 40 R_ a r}` { I L? J'�'. '�I Ls . 'f �7U - � ••��v'bv L . I . Ls.'�+. I . ,• I I I I 4 3357, J0 f ',{{1r. G ,.T-,� 02' A I A,` IFF ICF 4.R A. ',+L.S, l%l m%( xr CATHER r•,E I'd ci'dINI V" L LAC. NO. 20C�t 29-v i AKC_C. 1. I -- _— Imo__ 3.._}_9 16.37t• .-.f' ?ES I NO I I I � � I I 1-b 0. z)4t ArvF'L k . •.. � iti � i � � .'� rr I." t rciph re Sou c in QcL r LJVfJ �y 1�y y+ "1 7fyy 7 LJ L L J � L}^ r1 F' 1' = 11'1f:' A R R:� F A. T I C K S D.R.C.-C.T. DEE.' nwop. . or Da_JN COJNT'. -HD+5, P.R.C.—C.T. f Lr+T niccnn Cr COL_ r, COUNT-, -=xr5 'yOL. YrWk•_ PG. PAGE DO'-. kri. aOvJ,.VF FJUk=M t1 11C04 tL;L! I vXHU G.M. ULIN I %'_ _UNU 'AUNW _H U. U I L I Lr's_k'_NI W.L _. Mph L•. L I N L U. LF°i_N I H.U.Y . I?Iv- I-L!F-W...1 3.1. HUL ANI; = C E ', D vat *c ;101' o F F OPERTV -_'2P. M% ■ M TLRicc, r wr T T'f vCF •JET l he t , Llawid :.:.or tc ^ Le5'ri 3_ e F#eg 3_sree I'ra-e•3sic%eijl Lune t. _ rveyor I'ee r ted ri the _ _= to a- I e xu 3. = o hereby = er if a kh{Jk have p •epa red this = a_ from e n actual on the g ro-inc = _ r.'e•'., of _r a lead end the mo r lam= is shC'r, rl h= -ec - Y.-ere f- inc anc/or pl•:jv$d nd? r rv'y :,slso - al sU :•sr, isle r and i • aCCc lc•: no$ .-#h .he Plat#ir F,.Ir!3 anc C tdc#ir.� %If v '; #'r cf In-, Texas, Thle donument shall not ha racorde d for any purpose_ This drawing shall bo used for REVIEW PURPOSES ONLY NOT FOR APPROVAL D-uvid Carlton Lewiur F?,P-L.Sr No. 5$447 Date: JUKE 17, 2D113 n-3 2-3i-Rt.- e,,ir, 7_P. . f. le�u� Rtt Ji:'.•u:"un "�:3. r1H1 I S"ory S urve rora, L-C. 6241 Mid C'#ics Pt,rc S_w 1 C•2 F•J" - ; hlg,:I Ili . , -x 76' 62 `F� (r�oa!tM oat tot•}tot•:. -A' D CXaLT_'• __Yd 3 NOTARY CERTIFICATE STATE OF TEXAS 00UNTY OF TARRANT 6s4C 's mer the unders _ ned a -th•_ r ty, a Notary P.abl iv n an•_ for the =_•= id Cot. r kY •_ r1d Sta__, c- trlis day perEona fy c ppcc roc DAVID C ARLTON _001S, kno-o - to me an be the � c :ion w hcac - amC ' __ _ - bsvr bed to ;hr fnr-�r,"-J inS--Ur-n- anc Cv�- 5e'lec3rd kT: me #hC# ,- extra•.#-:1 the same fr:- the, pu-prrc!5 cnd l�u •• s" Jertrk":sr15 ex p1 y s�srtl F•t+1 r." • . Ci•:_r un•-or -� hend a-d sval of office, #h a dcy cr 2C OWNER'S DE DICAMON STATE OF TEXAS COUNTY OF COLLIN -%r1 •• U 1c11--J1 D r i _J, it; Lh a ow•• 1e1 o1 JII -lick ue1 I_:Jil1 %5 dr. L7v ucr L'= c 1 UI Ir•, by kh r r i 4 •n •,vi�� t� ih- rierr! •et:c-t:ri 1n f'nclin-rni° hJ Imhrr �f�•'IF:-7ti7. 1� Tht is-r1 R�rrrri.� of {�rl In ,.. IjnL• f, ;D R C T.'', in the, C. Stark `u J-y eye A 71,.• a City, of !.- n _. •"'r_• lin C oun k p, -sx rys an._ -acre part o, Icrly %1osvryt,,Cd �-,y th v m-:�A -,1 %--0 7-GUl- d3 o-, foll ooo; -'ol b L.:3rin , = rh n5' n I- Crz nn %'C� :�aoccl on 'tr v r o5t l In- %n- 'Lail•:: '-rr:F1!Iint:, Ph::! 'A. •riccTe1m:: ii, rllialrri l'.111 Nurrmmr 2015-r51 '•, ,het P1rIl RL'I:I:r11F5 IIr '-c:1 in l7xl.iiIv• C.x_= r'.R.C.-.T )) L ,1 lrf'r h rlNTak n 117 lrnn r iTr.� nC f-r kh- nn� fwr. ; -r • nrJf 37.'7r C %rr F, kh ?•r,• r••• - •r• ••ur _ � vex_ _.. r1 r' ul _Ile 1t.�1b ut1 a Lr utL Jes_• LeJ r1 k °e t:reJ k1 Jw11_.. __II cr•�rr • Jr. 1 r_J1 JeJ 11i N1lrrher r7 r'.f'.:' T., c-ri ', fhn rnrf line n- Fhr, . ^ }"1 r - e. Frn-F rirnr.r'nrri in We dz-z z to q#s'y e L. '?'an- a recordec in 11c4 Lama 61 C:° Pz ge 425 O R, C, v T. i �EN�E N•_r#Il 01 "7 22' Eas_ pas--g at a d akcres of ,39vn _e9 3 1/2Iron rod 'rr#Il u _3p s_,amp_d �:,?F W \ ` found ;c. #h•- aou - - Cao# oornor o- Lot 14. Pock A, of sc-d Anna C..•_ -sing, _ - aoc 14. rand pr -sin a u cl_tan ce of a 1 /2" rorl r,5d srltli o •. up stamped toun d -cr the n urth eas_ = orr er o- �_ k '1, of _ _ id = ock A. -.r+nc C:r,,s = r g. Ph.3sL 1 A, an•_ con tinu r g `cr total d =#e r ce ' 2 _•2. 2" tL% a 1 /2' ir%nri rnd kr a ooF =kc-p.-.- "SFYY 5547 as-. -rr xhT: mn3' ww-.k-rly -cr .- '15+o# ccrnrr of the -cr--in dssor"3�ed t v; t. comr- cn to _-.e = -_., th,.4ea# corner _ r Lr s rig _- cf_ stay •_ edic+_ Llon, re,_ x-_- sd Vla. '.'L:' I :':)CI1 :.1d. ' C :.H.[:.C".I. 'F: ur 1. nl I lalur r. 60' Hit3hI-{:I-W11 k% 11`1:31 F: L_.kr"..l), Wh iuh "F: J p:Ank :in :] __:',e Lu Lh= Ie'L, Isu-"i11y u Lc!11krul J11gle vl -J A , c rL_iu•s tl L at".'aL"` unJ u chin J uearirly Uri a1a_an _.t of r, or_r 8-C .31 ` 31 ' Er-0 - 72.3-; I ENCE n1 n -iq smid r1.Irv} to . ha raft. ni .n q WA :,r..01- l ins of soi•- righ r - ^f- v,'rry dfAir..r..t" nn; On Ceti- 1i ;tin -: a f . =r 1" t•- e ` /2 L • 6' • 6J will U Cup •3turrl Dee -LPR°Y 5e 4 F ' -set `or _- a '• u•3t crtrier'ly n v1'kF` es_ C Drn o of _- c I- or•-: - los-7ic od trr•-,t, oomm on _o th v cc -t --or- Cr c f ;cid rigr- ; of 'aa y •- odic_ Lion, ant: in th•- north il'ny of E-• IJ 37.J0 u-.re trust, .._"lair- ttr _• ! .._ _E-( 117! of l;uurl:y Rtjd 422 L'.:�pe•eelk 4•J S•_, th 98' 25' 44:' East ew.30' ilom3 #h,: cen#srlin c of sai•_ C:our _y Rr ad 4-22, to a me g nail -Kith ww: h or -,+�, �pCC SPRY 5-i47' .,r,# - cC� cry kw -r,� kh Y nw -#h•Yaak cornc;r of the F orYin �c:-xih vd true#: South 01' '4: 1 G' Wi%at 1 58.7 ' _ 3r�tln'J In; = on%p the cent-31'ie of sold Ccu r .ti RCc.d 422 _o a anc n nil •. "Fr n ,ern ;hr-r F:+o- irict- 'F F i ' !� - 7 - �c F in 1 %phr: :r-.f f-,- fha m.-, F rvi fr.rly .;r.0F r:n ;f r..nrnrr �= We h=_rein d=aorib-3_ tr�:ic_, ccm --cri .c the nF•rth East corner of the 2,80 acrf. trio_ d?acribec in the coed # -0 i_ r;ard A. F. -3dir° Inly %k a atherin� F. F.i cm r Im'! reccrdec In U-ocurrl e- t NU rrlb•s • .2C J4 �_Y%5U•1 Ll. h. �. �'. I.; 11 Nr:1 A cr I h M- .r." ' I : "iiit!s. t:1 nyrnt. I h m rio• I h lien it «( �:c id 'Lit:r iirn irrl p I r Lie 1. F:1 clrrint; c1I a Ab; I11r1::4 c I .5E_{)P' U . /2[ Iron rad rau ^ d ::inc Can k ',.Li r g for a =;;tul d _ tC' ce r_•r ,ice : _t°:J' to u " Z2+ Iran rad w'Ith a ee :� _tcr- pe = SPRY H7' as- for a point -cr •_ corns of the r.ereln descri3ed _-_ ct: -1 * N(:F li'tlu . •- C-9- f cs " 9' Vh F.k - M!L P. :' %il m is . • e 'ass i lirl r ii I -;c id FJ uki ii sirn I cr :r I /f o- 1 od 11)ur1 J for tr e m _ __ k southerly sou kll eas, c ore sr t)- the h-Erelo descr _ ed tract, in #h = n orti- in- fj- #h-2 saved ?U t sell our•"L- p LJ'. tract., - IrNl:r AiirkF i;F?' 71' A_5' 'Nm-II - r3{.19 c 11r1;; Iret! r•nr •i I"• r. cf FIlifo ,x: .Y!I Rus!Ir.11 '-:c'emy ,Il. Irel:J, to kF a M-IN k}F NIN''a ;Jllc L-Vllk_ill ..y ,}:'.at"+ UL:I es UI Ic--LI. vC::• TF ER..E=0-�E, �W!:r }LLBY THESE =RE3EITS' -hni Anna Irnrl:•:ynrnrl.•nl yr.F1r::,1 flit •icl, Ihr. C.-N-nr, ran.nn hr!rnhy ni-Ic:il hin p :•l ri:••;'t;rnrnlirnt; the -nrc-n Fv:rnrn 'e.F;:. ri1}r!11 F:' L::}` 1 Iy {1 :1 I OT 1 , RI 17CK 1 , A%I Ap, FI FMFNT.I%RY NO. 3, ; in c J1 li I it: •• 111 rr -il y :)f f+r1 1 i. Clall`1 Lounit:'. Texas, uric cues sell da=ica_e fee 3i" pla _J the pLblic u•3e forever u,' atrssts, iLl�tB of-Hoti'_ and ;3I1eys sho'kr1 #h=recr, end do -ereL-y res-er-'e U),? eassme-#s =ro'kr on thin �at for the mutual Lase and avvor-mod ski an of all rubl'v u_ li_iv5 z v�'r rnq to u*c or usinz, #hc !3a -- o, Any pdrbl-v ut71ity s-lal havv I.F•r. r icl 1 Inn rr. - nw4 c nii kt4tp -rrrn:)Urt: a I or rx:1 1 c I c ny k.. ild "nel�1. l nriom ;. I rrrr1. !;h • 11:)% c • :A hr. r innpicverrne•,L'S ur yru•H_In'S in rildch ri11y wuy rnnLlcnmyer u- ir•Lerlerr v.i_io ki•r •_•111`S _'Uc :IVri •nlu • kentan ue c•! sfr!:iencL v` i_s •espec '..e a',;-_tgma er' arly of sasom,?,L-. jnd any p_.bly: Jk lit;• sllu l ct a mes o=r•- #h•- • %;lh_ of nq-cos and Cg-ca= to and from an•- up•nn .•ic oa'•d caocn : rat for k -z. pL.T,7-7�•o o- ..nnrtnit:-inc, .rr.nnfr.rrJ'iq. i- ^-.firm, nnc Prifmllinq. wirhr..f -hr. nrrcnnitV of nny F`mr: r.f prri.ii-irrl --n ::4rr ire Sr1 c I :: nyanr.. I h i , :rlci I t:lrrl • nu41 r.jh jec. .:r :ill F:I:3k I irlt; orc irltl _ c c::, r ulem. rrtault:l it: ••::, t1 •• 1 •esolutic r t, of rP s v "ty of An-::i, Texas. Ni+n _33 --,,r he nda k- i&y c- 24 ;irnrl-.rr- T-flc NOTARY CERTIFICATE 3-ATT- -7:- Tr-�(A::. --OuNTY 0: 3cf,)ro r-,-., _he .end. : iq nod au#hc -its', 1 o-c au blic in w nd for -- c .sc-d C. punt-' and on t- is ray :,4rncr•:il v opF: rrt:------- kro:)Y.'rI [crr!m I :: .nn :xtr-x:.. W":,.;w ••:]rrlt! i!1 s'_:�s::r"I�rri lc .t f {:1 e.g Arnt: i • F.I r.J1I12:r11 01111 1lC krlo1vIrtlr:.r:J III I I le. I h{:I • F'/F:I,k' t-xt!{:..I Ct1 t ••" .`II Ir-•!t '{}I I L•!t F;,,1 :}I7.`3F_.`. U ••:J _ 1173id sr+=tier exp -eassd he •sill . ;,cyrn ndc- m'r Turd anc 5ccI or -f-•c,-. #hi-5 day .of 2Q `Jo+n-• 9ignn-ur- hn-t7re -fmmn v3r.'fle #e of Appr w,al of the PIa�ning and2croing C mm'L inn hi!; picI ha!; L::::: !Iuhrrl"1.tx: Ir: a -d cr. !I`dr!r:rJ by Ihc! PI ANNli`J'Id'J } .r.,:'rJIFJ':: MIL b' of I ::. --:`Iy cI Ara l,u, Uric it. • rrt! :)_� u:)pr u're J by Luc • '= rrlrr• s 111_ -his day of , 20 'to r: ppr'o'.e #hio Plot. 3Y: v 03irm"7-1 3ecre;:c:- 3 LciLxrrme111_ 01 AJrpkiol l L C;ourlci I -he City C-.un7'1 o- A -,no. T ,!-- r7 #h' . dr:y of ________•.--- 2L;___. votr,7. n 1r°-1a_ tree ;' I c: I F• i!: :ilr1. tined c pp • rwn i1 for `ilir 1 !ice rr:r:r 11 Nc#c ,r Sign c... ry Nc _ary S.am:; JY--- ----- - - - - - - --- IN O T E S '+irly:3r 1. IF _ kJlvi:-y i�.; =s_rJ Aik••1u_ r iL 11 u t_•u1 •t=••L _it t_ rrpu _ and 's !::SL•jet_ _, rew = Jrl upol1 •eceip•# _rereof Sur,reyor has d•arle r'1 ac,_i_ oncI rs3a+_r+_r fe, F _=3 11e ea•3e-en_s. r�_tr c#i,_r.s or covena^ts Attosk-_______—__-• •ihi•- - -nay aff{1Lk t `nrnpork.r, - f{ rrrrfn y M `Cur L't'r:sr ••:3L; ••:A F: ••yrlicxl Ilp Itx- n t-.c c ny tier qr ni. ••:i u.`li.`4s c: ••!i?t:•r which -nny A COMBINATION PRELIMINARY PLAT OF LOT 1, BLOCK 1 :nuu LcJ uric el cm rage I LI ie !::uL•jec. :)I c ter Lp. ANNA ELEMENTARY 0. A000rdir� -c the: =Ioo Inou'a °._.a Fax 'dc-, No 4"f &50C` (,C J, pu-•Ii3hc b.f the Fc orcl Errorg•�•icw `,-jnnc•:,-Irfr.ri• , 11nr: 'I?, %70n, ihr. r11-s.—wnri nrnpr.rf'r nhn-&- hr.-r r.- dr =. }- lir. wRh"n r-ny rc:�4:_ie1 1lr:c A ha ec' d c rrt: "n1i ••:in htA by Ihr. I I1[)-y4:3r I1rloJ. AN ADDITION TO THE CITE' OF AN NA, A PLAT OF THE 37.00 ACRE TRACT TO AN NA INDEPENDENT SCHOOL DISTRICT. RECOW)EI) IN ID MENT NUMBER 2005— 2-879, 4- 0" [Ile i•3:sU2 e = kt? 0_ _ _. 1 •`-`s '_• a eve •y ep == pruF• _' _:•' �• 1L=•r+' Ilel'evl7 3 zv ^ eJ SF E �L 1ulL] le Farr ly RE-CORDSI.JIN COUNTY, TEXAS IN � IUD �I=�D �D OfS�L 3eald-sm'_1) accc-dii_:r g #c -a Citor A-ror-in--rice3 ni-g or -in --rice mas. F.efsr to =.-Lid zon•-g ordi-3nce fc•r IN T� C. C - 798 - ini mu — c rid r axim m sokbC vk -cg ire -7cn#s, CI TY OF ANNA. CDI.1.IN COUNTY, TEXAS L I F• e Lc x" a u' b me C - y I c • I I1t: Fir:)pt!r k,- ::;Iic).K11 • ie1 -L-xi it: a t!-jt L irle a Ai Inc, IJ • J'u'= it ly, I 'I iu`:;e ° d% 'v Ar�na Ind _ oer Glen_ h," 'L. 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I!-:i. r1 I :::}I Indnr Y :Nara.': V lr}l cc i •• •51'."i r:ir .. ! it ih je.{:I r: • rl:}:_I .•y' •i ••:}4l'rl I iNr Nnrl I Ir n 1 / " itsr1 •ut1s Nk''. 'WIF1 {l CC:) !:Ic1r-•ped "L_>I'tY :� 1:'p. _ p�� THI ; 1''L� T WA r 1LES 1N D0'_Ll iF�ENT NC. ON DA I E Ln V � �(� a 1L`JJI Z N Q co Z a_or_CS N CS Q00 X v Q I- z V N _J .— U 0 J 1 0 C/1 Q Q W = 1i Z U /^' < Or 00 V I O I Z tn Z 4.0 °° D tn W I N z_ � 0 W m W O U= �= w c3 a o � er Z N W 00 _J U C/) J O z Q O U C0 z O Q) CE x Q w z~ Q w z _j CO w z z J Q 0 w U Q w z F.- z Q A .# E�JT H M. HAM IL DUFF ., 87384 7 3 8,4` {' 8-12-16 LO011 2 lJ 2 0 i WcL 0 C M Y 7 Y `t1N \ c3 � 0 Ct W tAJ Z W tnZW 3 W Q XC3T 11 � O a W x tAJ Z 0 0 O (i W H a 0 m \188-097 PLATAgn 10/31/2016 9:29:41 IL41 SHEE C2.05 REMAINDER OF TRACT 1-129.92 ACRES ANNA TOWN CENTER NO. 4/SHRP, LTD DOC.s,Ni@, 2004-38965 D.R.C.C.T. RIM ELEv=719.96' FL-N(IN)=711.96'(8"PVC) FL W(IN)=711.93'(8"PVC FM) FL EIOUT)=711.8 '(8"PVC-F21 - - .SHA_RP_ST_REET R.O.W. DEDICATION - - - - - (FUTURE 60' R.O.W) DOG. N0. 2�i 4itiA0012A871D- -------- D.R.C.C.T. CONC x i i i I 1 1 1 1 � 1 1 1 c-i � ; 1 / J O 1 SHARP S TREE T < - WO I o M (FUTURE 60' R.O.W.) Q O Of Z Ci UCD0 O1- I ------------------ QZo i -,1Y 00 OI o00 z I Q o I Q b U U I 0 l 3 1 `' C'O�$o / \ \ "'�\ ^ \ �� ZI3 I BLOCK A 1 ANNA CROSSING I PHASE NO� /' \ 1 REMAINDER OF TRACT 1-129.92 ACRES LLI; 0 I QI� CONC FH 3q pOC. Np 2016-4$ ANNA TOWN CENTER NO. 4/SHRP, LTD D.R,p C T -- C. GRLO` G� ��� 1 DOC. N0, 2004-38965 D.R.C.C.T. O -__ i ,woe/ I ----------- , %�% Z REMAINDER OF \ I W ITRACT 1-129. ACRES SOUTH LINE OFI i, jI ANNA T ENTER 29.92 ACRES fRACT I I I CONC i''QROQ ASPH NO. /SHRP, LTD EXISTING 30" OIA. j/DOG. N0. 2004-38965 - - - 7 _- r_-__> - - - - --C.M�P. TO BE REMOVED �` D.R.C.C.T. --------------------------------------------------- 19 10, U.E. PASSING AT t8t5. 9 �- ---_ -��_"° ! :z-713 - DOC. N0..C.C.T 2015-262 A t/2" IRF W/ A I 4 ;T6" 720 / / _ _.-o�_ - - -•'- _ _aw - _ _ - - - - �- - - P.R. Q y "CORWIN" (C.M.) I R D = T00 -"�I- LOT 9 I A - n.110 4D � 718 / LOT 10 I \ l N, l \ \ I _ a a U o �cr o I 9 \ \ Q J a" Cj N 0NUZLn o 0MON ^m J I U o ZZ '0 I 70 \ a J \ s O J I \ s I LOT 14 -------------- PASSING AT 1390169 I -+ A 1/2" IRF W/ CA "CORWIN" (cm.) ' \ I I ----------- I � \ J U D U IS CC I \ UI 1 I � \ O _ � I ✓ 1, 1 \ �_oo y\ I \ Z I") " 37.00�CRES I78\ w I I \ , - bio- REMAINDER OF 005 ACRES \ w I \ 1 I ANNA INDEPENDENT (SCHOOL DISTRICT \ - 0 z I 15' U.E. DOC. N0. 2006-2-a79 D.R.C.C.T. oVOL782, G, 599 _ - - _ _ -- --------------- ---- -- \ I -- -CN FUTURE 8 719 "WATER - I I / - / 1 % CONC -__-__-__-__ SLAB \W o 1 N Y \ ----- - -- -- i /722 / 2 i 720 I ^ I------------- 721------------- I / n I 'I20 / 'P 720 ------ I � 1 I � � -"- _G_ 15 TgR79 __S1LR_k EY ,_41^ 798 \ � 75 718 j a 717 R \ \ 1 ^rvu 717\ o ^ 716 / �- 716/ U I 1 U I 716 V) Z CCQN I , 714` \l ' v I/ ,4\ \ 715 \ \ 1 n n A I LLi U I ,titi j >aUj 0~0 I .e 1 1n � I / w (� 711 \\ \ \ 714 '1^ • i AT 30.02 SAIN /2?I 713 IPOND 11 n 2.89 ACRES RICHARD A. McMINIMY & E NO F. 2004IE c DOC 29301 D.R.C.C.T. I ^ 1O\�719 30- CMP, L W(IN)=710.70' \ \ E(OUT)=710.39' I I\ � IEXISTING FLOWS ARE CURRENTLY BENG CONVEYED THROUGH 1 II EXISTING 30' CMP AT THIS LOCATION I I 0100(PREI = 57.3 CFS FL E = 710:39 J I I l i I �aaL3 � N _3 I No I 1 _ I I I � 11 Id I I � I I II I � I I II I I I I I I I � I II I II I I V 7�6 I 1 a � - I �v, - I"I i0M Ja I I �o I I I I I II Do I d I N 0 I w0 I I I 0a�� f l I I U a r �I II U-) n ll✓fib J0o I 1aO Z F9' I O ' o I,i I I I I I I w 6 C I a°0a I I II o I I I I I I II / I I ill I I lo" II I I � a: l I co /I i I I I I I 1 '✓ I I / I I I I 1 I I l; I I F � I / SITE BMp5 / P NAIL SET / 3 I N CONC. // / it I I LE \ N=7,P6.30' / / I � I i I LEGEND EXISTING ELEVATION CONTOUR 580 _ PROPOSED ELEVATION CONTOUR FLOW DIRECTION DRAINAGE DIVIDE NOTES: SCALE 1" = 60' iiii 0 30 60 120 1. RATIONAL METHOD USED FOR DRAINAGE CALCULATIONS (O=CIA). 0 = Storm Discharge (cubic feet per second) C = Runoff Coefficient (based on land use) I = average rainfall intensity for time of concentration (inches per hour) (from TP 40) A = area of contributing runoff (acres) 2. TIME OF CONCENTRATION = 15 MINUTES (MINIMUM) 3. RUNOFF COEFFICIENTS USED FOR PROJECT AS FOLLOWS: C = 0.40 PARKS, PASTURES, UNDEVELOPED LAND C = 0.70 SCHOOLS C = 0.90 IMPERVIOUS AREAS 4. DETENTION PROVIDED SUCH THAT DOWNSTREAM FACILITIES ARE NOT IMPACTED (PRE -DEVELOPED DISCHARGE RATES SHALL BE MAINTAINED). PRE -DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C Tc (MIN.) 15 (IN/HR) 1100 (IN/HR) 05 (CFS) 0100 (CFS) COMMENTS Al 19.23 0.40 20 4.40 6.78 33.8 52.2 A2 1.51 0.50 20 4.40 6.78 3.3 5.1 1) RUKNOFF COEFFICIENT FOR A2 = 0.50 (SEMI -DEVELOPED DUE TO ROADWAY) Zoo Cf) J O z Q O CL U WW z X rr U Qw D z~ wz � � cn z z JQ O w U Q LU z U) Q V) CLI 'n w lJ C� Z N ¢ 00 z z Co 0 � N O 5 W I Do V)N a0 z U N a Q w = L_ Z U ¢ of DO J O CL = V Of Of O C) I Z 00 C1 to w I CV Li.1 0 Z _i Lu En Q w U w z 0 z ~ _ L'i U M I o � Z N w 00 d U I 7.44 E■ t' w 0 z_ mQ I..L z O_ U mD I..L W z O U rr.;y� l y N Ili S1 4T]ZN� I¢, 13r�rlL I�}. �1�3yAw 87 '�- g�t� 8-12-16 w fT w= L� 2 Q z Ly 0: I N In wU_o � M `UN \ U - I O 0: w U L'i Z ULJ 2 Q CD W 3 U X U� U I- W Z O O Q w a 0 r 00 SHEE C2.10 7��L\f•/G\ZiI'I'i 1109il0101iG • 9W1 STMG RAILROA � 1 /CULVERT (39" P) I CAP=85 C, acres s pond 1< 2A Q ` 11.6;' . 36 'ROTE ALL EXISMI / RUNOFF IS CAPR '\N EXISTING SWAL 1 / `\ „ 0,41 032_ M00A0 J _ 0+23.83 0.41 0+00,00 0+30.38 062 09G 5•ty Y. , 0+34.82 241 SHARP ST. 1 4- 1 0.42 1 s4 013 060No 013 2.64% J .. _ 6+00.33 �!s •, ,. i]21.02 1 719.52 ... . avi.""^s-�':. .ry '.,� _: ar. , L.'i. ,•. ,=�*z'3ghy 4` '. _- v ..,, 18 _. .x .� .�`� OLI31 0 49% ,. « -Iw lw�la ._ 8«3327 052 " A9o. •.'s. 0A7 8.74 a L25 ` 0.10 ;721.17 T 1.07 71948 SA4LN5.0i(>,'! 0+00.00 705.12 702.12 834 3, LLTSA 0+13.71 043... 0.90 039 060- 9.36 705.58 70522 702,20 702.20 IC 0213I 057 LAT52 1+32.40 36+ 390 326 %74 '.060 - 0.18 70630 T06.12 704.12 702.87 , o-•n,r 5s. e -. a'*. 21 � 0.013 J. X9%- - �k LAT5.3 1+74,49 157 "om 141 374 lobo. 0.71 707.49 70699 70559 705.34 n" '0 q .c aB' 18 � � 0013� 89"• <.- .. 03S ' BPND 1+8526 000 090 + 071 1 1)4 : 0.07 70766 M7.59 70590 705.90 - *Y'.- m, qmw707.87 R,'LEi' 1+99.37 059 -.'� 090 `74 _ X)25 707.76 1 706.22 (ROM _ ._-_ ___ T __ i __ 70538 702.95 ,.r :.5: _ I%d4s.9A3"✓a p.< x. 034 3.65. 315._ 1R . £"11 . x.� 0_013 303 0 15z... _ ,_ ,., v ... d! - %6 .,., , . w�. ^? :.•, -n:. .. INLET 0+73A5 043 D90 039 &74 1,25 0.07 70532 705.65 70522 5TMLAT9S'?�" O+Op,OO 1 706.$0 703.50 3s2' __ r. z«s�a. :.ra'�3F :��T�„$�X.: ak 47+: n '� .. -. 'Mai" ooe iXs^% :. .• sr' x7M.49 IAT521 0+52.80 '- 042 0 0 038 8]4 _ "`xii ^ 18]°0 0.60 116 �.�a. 70915 - 109.00 704A9 INLU 0-88.51 320 )90 2.88 834 125 L70 "711.75 710.05 705.16 STMLAT53 0+0000 1 1 70749 705.47 .- _ ,... 16 .^ _ MI,ET 0«3G 82 15P. 090 L41 8.]i - -41.25 0.95 70895� I M9.00 I I 706.22 I ..,......T.,.... ELEV. 671.86' 60D NAIL IN A POWER POLE APPROXIMATELY 50' NORTH OF A BRIDGE AND BEING ON THE NORTH SIDE OF FM 455 AND EAST OF CREEK. BENCHMARK IS PER CREEKSIDE PHASE 1, AN ADDITION TO THE CITY OF ANNA AS RECORDED IN VOLUME 0, PAGE 32 OF THE COWN COUNTY MAP RECORDS. C)ENGINEERINGEONCEPTS & DESIGN, L.P.- ENGINEERING / SURVEYING / PROJECT MANAGEMENT / CONSTRUCTION SERVICES - FIRM REG.# F-001145 201 WINDCO CIRCLE SUITE 200, WYLIE, TEXAS 75098 972-941-8400 FAX:972-941-8401 WWW.ECDLP.COM cNhcZ IUA1e: DEC. 15, 2014 NO.: rRR ECT B912 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF CONSTRUCTION. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TODD D. WINTTERS, P.E. 87085 40 20 0 40 80 SCALE IN FEET 1" = 40 FT LEGEND - - - - EXISTING CONTOUR PROPOSED CONTOUR DRAINAGE AREA NUMBER 48A- AREA (ACRES) - 0 10O (CFS) © DRAINAGE DIVIDE - FLOW DIRECTION PROPOSED DRAINAGE CALCULATIONS AREA AREA 111001 011001 B (=c ) TC C Qn/hr) (c/s) COMMENTS DA-1 0,52 10 0.90 8.74 4.1 TO INLET 1 AND FLUME DA-1A 6.32 20 0.50 6.80 21.5 INCLUDES POND DA-2.1 0.10 10 0.90 8.74 0.8 PROP. RAODWAY DA-2.2 0.44 15 0.70 7.52 2.3 EXISTING ROAD/DITCH DA-2A 11.67 20 0.50 6.80 39.7 TO FUTURE INLET AND EX, SWALE DA-3 0.40 10 0.90 &74 3.1 SURFACE FLOW. DA-4A 0.96 10 0.90 8,74 7.6 TO INLET 4A (10'RCQ. DA-48 0.52 10 0.90 8,74 4.9 TO INLET 4B (6'RCI) DA-4C 0.41 10 0.90 8.74 3.2 TO INLET 4C (6'RCI) DA-4D 0.42 10 0.90 8.74 3.3 TO INLET 4D (6'RCI) DA-5A 0.59 10 0.90 8.74 4.6 TO INLET 5A (6'RCI) DA-58 1.57 10 0.90 8.74 12.3 TO INLET 5B (12'RCI) DA-5C 2.88 10 0.90 8.74 22.6 TO STORM STUB OUT DA-5D 0.40 10 0.90 8.74 3.1 TO INLET 5D (6'RCI) DA-5E 0.43 10 0.90 8.74 3.4 TO INLET SE (6'RCI) DA-5F 0.36 10 0.90 8.74 7-8 CULVERT LN 7 DA-6 0.72 10 0.90 8.74 5.7 TO CULVERT LN. 6 In 0.35 10 0.90 8,74 2.8 TO TEMP SWALE RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS, THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES WHICH MAY BE INCORPORATED HEREIN AS A RESULT. ENGINEERING CONCEPTS & DESIGNS, L.P. FIRM # F-001145 TODD WINTTERS, P.E. DATE SHEET DRAINAGE AREA MAP 13 ANNA CROSSING INFRASTRUCTURE of CITY OF ANNA, COLLIN COUNTY, TEXAS 29 '--CURB INLET _ THROAT ELEVATION=708,31' *NOTE . o i" 0100( PRE = 57.3 CFS i' 0100(POST) = 7.4 CFS (BYPASSES POND) ! 6 + 46.6 CFS ( RELEASE FROM POND) i ANNA 54. 0 CFS $ ; WHICH IS LESS THAN 57.3 CFS OK 5=�o i PI DO C. N CONC ! D. f? // \� \XI REMAINDER OF TRACT 1-129.92 ACRES Q REMAINDER OF TRACT 1 129.92 ACRES �� �� 0�(L 9 \ ANNA TOWN CENTER NO. 4�SHRP, LTD Or: _ _ �- ANNA TOWN CENTER NO. 4/SHRP, LTD ��� �� �� G ';�, \ DOC. NO. 2004-38965 D.R.C.C.T.- G 0 C' 0 \ W o 0 TRANSFORMER DOC.s�lell(�. 2004-38965 D.R.C.C.T. �,-�'" p� _ `� �� ,- oe// I ELECTRIC VAULT RIM ELEV=719.96' P�� �� ,� /Q�' II SEE PLANS FOR ANNA CROSSING FL N(IN)=711.96'(8"PVC) \ I INFRACALCUTR I CTURONS TH I OORADRA I NAGS EXTEND I NAGS CULVERT $ >> ! MMUNICATION JUNCTION BOX FL W(IN)=711.93'(8"PVC FM) _ �" �': _- FL E(OUT)=711.89'(8':PVC-EAA - '- I� AREA MAP INCLUDED IN THESE,,, I 1 REMA SOUTH LINE OF_ I 129.92 ACRES �RACT i I I I TR A CONIC o I� ,� I snE xz `� I ,�J A T cli _E�__R_O.W._DEDICATION I CONSTRUCT �� z'sEr car+c IIVV�I CULVERT 1� ! i N0. 4/ . W� DOC. N0. 20141fT40aT287tOCONC - - - - - P - - - - - - - - -- CONSTRUCT LE Ai10 i D.R.C.C.T. /_ ssMH ("� - - - --4--------- CURB I NIL E T ------------------ -------- u - - - - - - =5S _ - - pDIA ° ,� I�3qr) go - - - - - - --------- - - _ - EXISTING 03BE REMOVED SIDEWALK 14 �\ �t 8" RCP ----- ---r=- OE OE r,FL N = 710.48 2015-262 PASSING AT 1815`.29'--------- 2 - 7---0---0E----oE - - - - - - - A 1 /2" IRF W/ CAP p= 7 6" 0 C, T, "CORWIN" (C.M.) I +„ C 0. h19 / 7 7 720 71 1 H01= 4 / PG. 599 1 LOT 9 I = 72. tr D}-i 18 >>� R. .C.T F CNST I CORBTRINLET ------- r \ \ I CONSTRUCT CONSTRUCT 1 °• > CURB INLET DROP INLET F aU I ° ° ° J LLJ , I- N 0 o ° ° ° o o I - -a� � I a I I B C 0 � � _QO N CONSTRUCT 4 B 2 GRATE INLET I F 7 I I I Z . > (/) -I n� CONSTRUCT _ oD O N �� ) GRATE INLET z z � I 2 � �'� o �� � QO O I g 1 \ ---I 1 a; 1 F I {r cv I I CONSTRUCT r\ CURB INLET CONSTUCT LOT 14 GRATER INLET A ""� \ G N PASSING AT 1390,69' A 1/2" IRF W/ CAP 1 1�h "CORWIN" (C.M.)Pr I 719 \ / I \ TURE ARTIFI L Y 2 `� A GROUND UR� /q 4 HEADW)LL CONSTRUCT 1 IF 914 IZ i15 CONSTRUCTLLJ CURB INLET �� \6 ♦1 `-' I I I .� t �! r I FUTU IE DETENTION PONDQO �� 1 - - - - - o o-------- 0 I 1 II-�_ {-- E S I - - W o- - I I I IH-- - �'fi_- _-1-= a -� EMA` DER OF 1 / LLJ�' N I i \ I I II1-- -Z A 1 �L- -L _ NN IN �PENDENT�SC OLD%%Tf 1 / \1 o z I I -� I I z �I I \ I I I�lo C C� U.E. C � DbC. 0. 2006 - � 7 D. R. C. C. T. �' _ = =1 Q O I 1 I� - - J- - - _ _ 782, PG. 599 �$ I i /� 1 I I�-�X�_�_ - - r?L I - P.R.C.C.T. I i I- _ Lj_jQo- -^N I �_I - - - I-_� --I- ---- - - - 14 I -II II = i---- --I------- FUTURE PARKING AREA - Cy° -r - - /� - I-------1�=---_ _ _ zQ I - - L -�- (DEVELOPED FLOWS - - r - - f4_ - 1-FttTtf II -P -I+ I N I �I - CONSIDERED IN THIS DESIGN) - 6, - RE 4 -A-PE-- /' I (UN-DLVELO D_FLOWS rt ------------------- { I- �-J 1-I - - _ _ _- / /i , ONSIDE ED I L -H_1b- E IU* I 1 FUTURE 8"WATER _ J_ I- 1� - - �I- - - - - _ 6\\ I �/� I >>9 �� �I/� SLA� o C , - N I I - I-� - z - - - - - - 'I I �--_4-_ _ M /il� _ / I 7221--r - -I- - - -I-- = - - _- 1_ _ -� I m I x I_ --I Ln FUTURE PARKING/SCHOOL AREA- - - --- (UNDEVELOPED FLOWS MAINTAINED TO SOUTH AT THIS TIME) C-------- ----------------------- I DUMP 720 / \ AREA I / n 1O \ I I . \ . /j _ I ILFL W(IN)=71 POND OUTFALL E 3 ISTRUCTURE I II DETENTION POND I I 11 I 2 II I II I II I I II I III � I I I \ a I Uj - - aWcj w cj a II o> CN A � I I e I CONSTRUCT CURB INLET CONSTRUCT CONCRETE PILOT CHANNEL I II •I I I III E 2 I II M I II a 7P6 V , CONSTRUCT CULVERT I oLLJ I za �U-) IT `" No I I Uj� CONSTRUCT CURB INLET o (n II I wo I WryO I ll O Ua-N� -- I I < 0 LN - I/ I Ln U /lam �Ti I I Ln 0 � 0QN� �J _ I I I I � I \i / I \ LL wU-) I � ..-- w 1n(D� ` aa�; w U v I I o °a I I I o0 I I II I I l I I II I I i CN I � / I^ I ICI II I 00 E1 log � � I� 00 II I I I j, II MATCH LINE LEGEND EXISTING ELEVATION CONTOUR 580 _ PROPOSED ELEVATION CONTOUR FLOW DIRECTION DRAINAGE DIVIDE SCALE 1" = 60' iiii 0 30 60 120 POST -DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C Tc (MIN.) 15 (IN/HR) 1100 (IN/HR) 05 (CFS) 0100 (CFS) COMMENTS Al 3.17 0.70 15 4.96 7.52 16.7 A2 0.79 0.70 15 4.96 7.52 4.2 A3 1.00 1.00 15 4.96 7.52 7.5 A4 0.21 0.70 15 4.96 7.52 1.1 A5 1.21 0.70 15 4.96 7.52 6.4 B1 2.59 0.70 15 4.96 7.52 13.6 B2 0.38 1.00 15 4.96 7.52 2.9 B3 0.73 0.70 15 4.96 7.52 3.8 B4 1.38 0.70 15 4.96 7.52 7.3 C1 4.35 0.40 15 4.96 7.52 13.1 FDTDRE DETENTION C2 2.11 0.70 15 4.96 7.52 11.1 D1 1.22 0.40 15 4.96 7.52 2.4 3.7 BYPASSES DETENTION E1 1.27 0.90 10 5.80 8.74 6.6 10.0 7.9 CFS CAPACITY E2 0.67 0.90 10 5.80 8.74 3.5 5.3 +2.1 CFS FROM E1 E3 0.47 0.90 10 5.80 8.74 2.5 3.7 BYPASSES DETENTION SUM 19.86 0.6551 15 4.96 7.52 64.5 97.8 TOTAL TO DETENTION 1) WEIGHTED RUNOFF COEFFICIENT =[4.35(0.40)+12.19(0.70)+1.94(0.90)+1.38(1.00)1/19.86 = 0.674 DETENTION POND CALCULATIONS (100 YR) DETENTION POND DESIGNED SUCH THAT PRE -DEVELOPED FLOWS LEAVING SITE AREA MAINTAINED: 0100(PRE) = 57.3 CFS Q100 (ALLOWABLE) = QPRE - QB YPASS Q100 (BYPASS) = AREA D1+E3 = 7.4 CFS 0100 (ALLOWABLE) = 57.3 - 7.4 = 49.9 CFS FLOW TO DETENTION POND: AREA = 19.86 ACRES C = 0.674 TO = 15 MIN. MATCH LINE I I I I II 11 I I� ly/ II I I I II IN I II II / A `v II I I I I I^�1 IN 1 1 N II II �NI" I II I IN y �I II/I I II, E I / I I I I r I II P T ITE BM#5 P NAIL SET / � N CONC. N LE�ATION=�k30' DETENTION POND CALCULATIONS (5 YR) DETENTION POND DESIGNED SUCH THAT PRE -DEVELOPED FLOWS LEAVING SITE AREA MAINTAINED: Q5(PRE) = 37.1 CFS Q5 (ALLOWABLE) = QPRE - QB YPASS Q5 (BYPASS) - AREA D1+E3 = 4.9 CFS 05 (ALLOWABLE) = 37.1 - 4.9 FLOW TO DETENTION POND: AREA = 19.86 ACRES C = 0.674 TO = 15 MIN. CURB INLETS ON GRADE OL = 0.7[1/(H1-H2)][H12.5 H22.5] OL - DISCHARGE INTO INLET (CFS/LF) H1 = A Y H2 = A = GUTTER DEPRESSION = 4'' = 0.33' Y = DEPTH OF FLOW IN APPROACH GUTTER IN FEET FOR 10' INLET AT GUTTER FLOW (CAL) = 7.9 CFS LOW POINT/SAG INLETS: 1.5 0 - 3.087Y L (ASSUME Y - 6" • 4" DEPRESSION . 10" OR 0.8333' ) For 10' Curb Inlet (sag): 2.35 cfs/ft of inlet = 23.5 cfs For 15' Curb Inlet (soq): 2.35 cfs/ft of inlet = 35.3 cfs NOTES: 1. RATIONAL METHOD USED FOR DRAINAGE CALCULATIONS (O=CIA). 0 = Storm Discharge (cubic feet per second) C = Runoff Coefficient (based on land use) I = average rainfall intensity for time of concentration (inches per hour) (from TP 40) A = area of contributing runoff (acres) 2. TIME OF CONCENTRATION = 15 MINUTES (MINIMUM) 3. RUNOFF COEFFICIENTS USED FOR PROJECT AS FOLLOWS: C = 0.40 PARKS. PASTURES. UNDEVELOPED LAND C = 0.70 SCHOOLS C = 0.90 STREETS C = 1.00 IMPERVIOUS AREAS 4. DETENTION PROVIDED SUCH THAT DOWNSTREAM FACILITIES ARE NOT IMPACTED (PRE -DEVELOPED DISCHARGE RATES SHALL BE MAINTAINED FOR RUNFOFF LEAVING SCHOOL SITE). (N Of 'n w lJ U a o Z CV CN a Z M. a_Z�C5 0 N o U ¢ 00 W I 00 a Z N cN U CD J _) I = F0 n N Q IIQ � Z U 00 V J O CDC) I Z (N Z - LD W I N 0 Z J O w m Q W Z 0CD w U � � I 0 0 CD M > 00 Z N w 00 J U U-) J O z Q O U z X OTC U < LU Q LLI C/) wz z JQ O w U Q w z � z � r z O U W z O U i b LID I N \ . 00 M Y Y U N ` ? Ln \ U W a: L, ? U. U Z Q Uj 3 V X U ~ W Z O O O U 0 r co Z O Ln Uj Q 1=J 41 SHEE C2.11 38-097 POST DA MAP.dgn 1/31/2017 9:26:27 AM DETENTION POND CALCULATIONS (100 YR) DETENTION POND CALCULATIONS (5 YR) PI15+33.19 I 00 \ \ - -- - - - SCALE 1" = 30' - - --------------------------------------------------------------- 714 EXISTING 30" DIA. � l DETENTION POND DESIGNED SUCH THAT PRE -DEVELOPED FLOWS DETENTION POND DESIGNED SUCH THAT PRE -DEVELOPED FLOWS o 15 30 ao N W (� a 421/1 l - C.M.P. TO BE REMOVED \ LEAVING SITE AREA MAINTAINED: LEAVING SITE AREA MAINTAINED: �� �� �� �� '• "-"-';" ••�••_••_••_. _.._.._. A REN ••_ A S P H •_••_••_••_••_• o �_.y_"�_" "_"_' Q100(PRE) = 57:3 C FS Q5(PRE) = 37.1 C FS v Z zo � � (% 4 O - '•_•• - Q - - Q100 (ALLOWABLE) =QPRE - QB YPASS Q5 (ALLOWABLE) - QPRE QB YPASS 00 714 _ _ _ _ - - - \ + _ 0100 (BYPASS) =AREA D1+E3 = 7.4 C FS 05 (BYPASS) =AREA D1 +E3 4.9 C FS - X 00 OE ' _ - _ Q100 (ALLOWABLE) = 57.3 - 7.4 = 49.9 C FS Q5 (ALLOWABLE) = 37.1 - 4.9 = = 322 C FS z N _ -� Ii IT 7 15 �� � 3 / Gl vi O J ^ U = J L W(I N 1 _ ) FLOW TO DETENTION POND: FLOW TO DETENTION POND: , oco O �\ 1 / \ E (O U T l - \ / AREA = 19.86 ACRES C -0.674 AREA = 19.86 ACRES f C =0.674 lul z J 00 1 I TC - 15 MIN. TC - 15 MIN. U1 a 1 � o o �j , :1h-I�e?r rA:iI a I-V11,:' %1,^.".Tf-f. :rl ::IIrJ .I? i. CN Q CN �4) FURNISH AND INSTALL I I 1 I iJ�- - --^t ---- r.••7]?hi �. •.:nr•rc,-.r_° •1r %1.-.:•1-AkI. 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I-._ .._ __.., (10 N `- w O N a -- LEVEL POOL ROUTING SUMMARY E I T9 r¢, Hill' IL I M 1r: J I°r , .,?° IIII° �v�t.°r-n (:13tfIDl { '-,.1 2�r'_ + I _'. _I:[i :.:1 �1y1 a[S[I Yy1CI D 1 - 2 CC° sC: '1 :] _ �.? 1 _ ] '.srl [;.: 1 . 1 1 11qq 11Q -IL-IV \ r 1 I(p W I I ' _I, ... n j � 11 a 2.5 _3 - - fI 1 ] _ _1°� 0ti rrl, ..}l• J .. 1 A I 14 �.' 1 •: ' 'I `I _ . i �12a�.3 •. _ � J � 1�_Sr _ 2 3 9 LI ''.: 7 . IJ _ 1 � , J v 1- ���:���° j a ,0�: .:1•. _.�� _ e 8 35 '3'3 _ . _ _ '._0- _ I ?) 0 136 %' O I o N w m x ? oZ W ' ,1.3 a 5 _'I _ 4 _.. L= °54-5. 1.2 ��.. :`1 fi b :_ � [.,� M Y 7 Y W40 to ==ul v'l _ �14- v r3v,2.v1i�? �,. `_';!_L' l�aiv_v""1 Z W Lu NWW - :?1. J-I.IJ---- Eat! �'r'I II I'.- :I "I:.1r I Ld � � ~ � W ¢Z3 W Z � O v1 0 ¢ cc 0 u W Z \ 1 wo I \ _, :. . CJ.c.[LLs o'I I I I I I :�f. w \ 1 a o W I I ' 3 DROP INLET TO HAVE 6 I I I 1t�_7.1 3 SIDES CLOSED -:1. JL:1 - - �_;------- -------- - I (WEST SIDE OPEN) °° o \ I� I I - - '`.:_ t .F LT1 , _ -_3 •�C f- TOP OF BERM EL 716.61 � 4i ti 1 100 YR W.S. = 714.61 0 I 5 YR W.S. = 713.65 o I THROAT = 713.50 - I PROVIDE 4 6 1 i - - I 1 SLOPED HEADWALL - - - \- III 1 I I I _ � STANDARD 5' I T 1 - e I I 1 1 I I 82 1 1 w I o I L_ LLJ FL 24" = 710.25 24" DIA. RCP STORM DRAIN I DROP INLET 6 , / I O Z 71q 719 11 1 1 1 I 1 U W Q z BONDED ROCK RIP RAP I t 2-24" OIA RCP ISEE PLAN/PROFILE SHEETS) cn w Ln Q 0 In FL 24" IN = 710.20 � �' Z 717j I I m I FL 2-24" OUT = 710.15 715 1 I II oo ^ (� O PROPOSED 12" SHEET W(-D WATER LINE \ �> >q COII I I OUTFALL STRUCTURE DETAIL C2.12 \188-U9( UE I NUNL).dgn 1U/31/2U16 9:16:1U AM ' SCALE 1" = 50' (� cn w i; O C 0 25 so goo O 'Al 11 REMAINDER OF TRACT 1-129.92 ACRES CONIC ~ it a i moo--- co REMAINDER OF TRACT 1-129.92 ACRES -�'"' O°`����(L�` ,'/ ,9' ANNA TOWN CENTER N0. 4 SHRP, LTD / LJ -f- - - - -��- " o J CN ANNA TOWN CENTER N0. 4 SHRP /R. LTD �i/ _ 1) DOC. N0. 2004 38965 D.R.C.C.T. i O W o � Q 4— DOC.sN@. 200 38965 D. C.C. RIM ELEV=719.96'00 T i I o Q FL N(IN)=711.96'(8"PVC) VC ) ' (II 8hlI'a )_—=--e cp MMUNICATI �o o =—I 01, — — —FL EOUT)=711.89'(8V-EM ------- CONIC SOUTH LINEOFF ACRES TRACT I i TS TRACT ANN, O uj WmU0Z CD cli DEDICATION r, 3 I SITE 02 •x-sET CONCR.O.W. I ELEVATiO W wL WCDDOC. -N—.--20-411-14DQT-Z48fi?rtT -_--_------_--_---- --_--_---Q_~-_-- ------- ------- - U � _ D.R.C.C.T. ------------------ SSMH -----3--------------- - -- —M PRO —..—..—........ r o SIDEWALK —— —P - >2PASSING AT 1815C9 I PRO — o — of __ 120 APPAREN — 1 - 8----- F() FL SETOUT)=uA .' MATCH LINE SITE GRADING LEGEND %1:aao A-262 1/2IRF W/ P "CORWIN" (C.M.) 1 lF D 736 �3N = 4 72. 7 r19 " I c_ FF =FINISHED FLOOR Q I TP = TOP PAVEMENT wH I TI TOP INLET c�_ 9 71 718 P L A : 30CMP \III�II oi Qc TG = TOP GRATE INLETLOT O I\ y I W(IN)=710.70 ' I A TOP GT GUTTERF "" E-(-Q T)=710.39' IIIII = OFIG =FINISHED GRADE �`I> \ 1714 TW = TOP WALL II 1 \ II BW = BOTTOM WALL III FL = FLOW LINE LOT 10 � FLOW DIRECTION V1 718 IIII I —575 EXISTING CONTOUR _7_F1--1e_W.-9- _-_---FL__---W_s(_—�s—IN_ x31- 0I QI e co V 577 I TREE PROTECTION / w I Q Oz =O 719 IIiII l�° PLACE ORANGE VINYL FENCING UJ L-Li cn O ALONG TREE CANOPY/DRIP LINE* z J I - iI v> III III *GRADING AROUND PROTECTED TREES SHALL BE O QZ fl N '3 �— ❑ II \�\ I/ to LIMITED TO OUTSIDE OF TREE PROTECTION NO GRADING INSIDE OF PROTECTIVE FENCING WQ Q 0 N I�I =1 O ; o- Iy ( I II U uz FF 720,00 °� �IIII z z�Lo �,� U) Lo� o I1I I \ ay � �z0 m I - I NOTE: MAXIMUM OF 3:1 SLOPE FOR EARTHEN wz u I °o `' \') IIII I AREAS. 4:1 MAX SLOPES SHOWN. zJQa I 0 oI 0Ii0000III III �� WO z 88B8 °'�> Uw IiI I I Q Q Q � 1p1I1I Qco Q� - O I CONSTRUCTION NOTES: u IwI m. allo 91 I0IIII I \1� J N AREAS DISTURBED BY CONSTRUCTION WILL BE FULLY SODDED WITH NATIVE BERMUDA GRASS >I\I (n z Q � 1 1 '�� I�I 0001 II OR HYDROMULCHED AS DIRECTED BY ENGINEER. N ALL CONCRETE INTERFACES AND CHANGES IN I Q) `1, II CONCRETE THICKNESS WILL HAVE AN EXPANSIONt II `� o II JOINT FURNISHED AND INSTALLED IN ACCORDANCE II III LOT 14 m I �I &g ^II WITH THE DETAILS PROVIDED. ALL SIDEWALKS SHALL CONFORM TO TAS/ADA REQUIREMENTS. I oe I ALL SIDEWALKS SHALL BE BACKFILLED TO FINISHED GRADE I / �1II � v°I SO AS NOT TO IMPEDE DRAINAGE. I AT 1390.169' I,I 1/2" IRF W/ bm . O \�\I I ItoPASSING IIII I ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDEDA < ¢AP CORWIN" (C.M.) II "ts, _II' � I �\ II IoI !l ls 1 u<� II III III II I EXPANSION JOINT MATERIAL AND SEALANT. MATCH ALL WATER METERS, SANITARY SEWER 1� }JQ _, •��+ }.} +�+J�•fY=1d •— \ — LI I I CLEANOUTS, ETC. WITH FINISHED GRADE * + II \ 11 FUtTURE ARTIICIAL II % \��, ' I` II II�I I1II TLllIL14H719 ._-_:_ —11.-1. / 87384 r tII �III f1 PLAYGROUND TURF /:. I I II0 �� a• IIIIIII I I I 1 ALL EXCAVATION. TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA. GSAFETYNEALTH AVOL. 29, SUB PART P.P. 128-1.NDANYAMENDMENTSTHEERETO• lltri4{�3ti 8-12-16 ~"w�`\g �_b II 1III11 � !6 \�_��_' �.� II II UTILITY RELOCATION NOTE: I I ic +-+ IF ANY EXISTING UTILITY POLES, POWER POLES. GUY WIRES. TELEPHONE UTILITES, ETC. ARE FOUND II \ /~1I __\ 716 1Q ;,/I6 TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE wC. II //\o�-00 7 7_\ _ - 1IIII1 I1I in I1S II IIIIIIJI UTILITY COMPANY AND COORDINATE THE RELOCATION OF I ANY AND/OR ALL SUCH UTILITIES (NO LPAY ). ao O O Ujo`- w7p1 ww4 —— ---- / 78 — I U z /_1I FINAL GRADING NOTE r UzNvT wcU: w71 ct w a ---- ----- 7 '1 � Ln II ^I I FINISHED GRADES SHOWN HEREON REPRESENT o =3 o— Q LnZw k7j5 w`1 zTOP 00 I IIIII /_ ^N/I OF PAVING. TOP OF SOD AND/OR LANDSCAPING. w 0 � o 2 uw ----~ � '� � II I III UNLESS NOTED OTHERWISE. II m '— — 2zA z ow, I Mae IIII O UCIRCUMSTANCES ALL/ LANDSCAPING NE PLACED ABOVE THE BRICKQ I LEDGE. FINAL GRADE SHALL ENSURE POSITIVE F Ld arIN o � - e I oO IIII STE BM#5 FLOW AWAY FROM THE BUILDING AND OTHER Lo �o 1 II I I cn �IIiI P� NAIL SET STRUCTURES. \N CONC.m LEATION=72 :SPECIA IIII o^ LLJ� IIX OCRITICAL , _ON LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE LLJ W O \\f LLJ II -/ O AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTORLL 8 U RESPONSIBLE FOR LOCATING ALL EXISTING IS COMPLETELY CN EMA DER OF P.**,6 — IN PENDENTi SCHOOLTI- -jN ( o I� UTILITIES. BOTH HORIZONTALLY AND VERTICALLY, BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION.NN O '° 20. D C. 0. 2006—�79 D.R.C.C.T. II Ln �z o o Q N CONTRACTOR NOTICE w � vo 782, PG. 599 = P.R.C.C.T.- �/4 91-\ X�z O O + CONTRACTOR SHALL STOCKPILE — IIIII Q Z ALL SIDEWALKS. AND PAVED AREAS, REQUIRING ADA ACCESS SHALL BE CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES Q ALL EXCESS SOIL THIS AREA AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE ZI oN __ I _ FOR FUTURE DEVELOPMENT USE 4\ T PARAMETERS. THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. oQFF UTURE 8"WATER— --------------- — —- FENCE PERIMETER) 722 +/ coN SLAF(SILT / w � I (D � 0,vL LIS CONTOURS REPRESENT FINISHED GRADES. ALL SHEE MATCH LINE PAVING SHALL BE EXCAVATED TO SUBGRADE PER TYPICAL PAVING SECTIONS (SEE DETAILS). C2.20 \188-097 GRADE PLAN.dgn 1/31/2017 9:27:51 AM !!! CRITICAL !!! !! FINAL GRADING NOTE !! ! CONTRACTOR NOTICE ! CONSTRUCTION NOTES: SITE GRADING LEGEND I \IIVI L V - / I `J U LOCATIONS AND ARE BASED OF EXISTING UTILITIES ARE ON PUBLIC RECORDS. APPROXIMATE FINISHED GRADES SHOWN THE CONTRACTOR HEREON REPRESENT ALL SIDEWALKS, AND PAVED AREAS, REQUIRING ADA ACCESS SHALL BE AREAS DISTURBED BY CONSTRUCTION WILL BE FF = FINISHED FLOOR TP = TOP PAVEMENT SCALE 1" = 20' N �J, ' IS COMPLETELY UTIFL RESPONSIBLE FOR LOCATING HOFIAONYTALLY TOP OF PAVING. TOP OF SOD AND/OR LANDSCAPING. ALL EXISTING UNLESS NOTED OTHERWISE. BEFORE CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN ORDER ALL IF GRADES ENSURE .ONCTHSS FULLY SODDED WITH NATIVE BERMUDA GRASS OR HYDROMULCHED AS DIRECTED BY ENGINEER. TI = TOP INLET TC = TOP GRATE INLET o 10 20 a0 0 w w LD < z N ( N ) - 711.9 ( THELCOMMENCEMENTOTH CONSTRUDTIONTICALLY. POANTHESEANY TC = TOP CURB O � � UNDER NO CIRCUMSTANCES SHALL SOD OR LANDSCAPING NE PLACED ABOVE THE BRICK CONFLICTCES. AND/ORTQONTOURS SHOWNWITH PARAMETERS. THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES ALL CONCRETE INTERFACES AND CHANGES IN CONCRETE THICKNESS WILL HAVE AN EXPANSION GT = GUTTER FIG = FINISHED GRADE O ^ N o Z ALL EXCAVATION, FL W N - 1 1 WITH THE REOUIREMENTS TRENCHING AND SHORING OPERATIONS SHALL COMPLY OF THE U.S. DEPARTMENT OF LABOR. OSHA. LEDGE. FINAL GRADE SHALL ENSURE POSITIVE (1N WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. JOINT FURNISHED AND INSTALLED IN ACCORDANCE TW = TOP WALL - L) x co , "CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. FLOW AWAY FROM THE BUILDING _ ( PG. 128-137. AND ANY AMENDMENTS THERETO. STRUCTURES. E 0 U T 7 1 1 AND OTHER UTILITY RELOCATION NOTE: WITH THE DETAILS PROVIDED. BW = BOTTOM WALL FL = FLOW LINE A C z -i - CD J J - CJ I SIDEWALKS SHALL CONFORM TO TAS/ADA REQUIREMENTS. � FLOW DIRECTION J - - - - - - - - - - -- L--w1- IF ANY EXISTING UTILITY POLES. POWER POLES. GUY WIRES. TELEPHONE UTILITES, ETC. ARE FOUND ALL i °O `-7�� V v TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND COORDINATE THE RELOCATION OF ALL SIDEWALKS SHALL BE BACKFILLED TO FINISHED SO AS NOT TO IMPEDE DRAINAGE. GRADE - 57 5- EXISTING CONTOUR 577 PROPOSED CONTOUR � a z a Of 00 C O N C ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). "" BE PROVIDED �i FN U) _ o !!!IMPORTANT!!! ALL EXISTING/NEW CONCRETE INTERFACES SHALL TREE PROTECTION WITH DOWELED EXPANSION JOINT CONSISTING OF PREMQLDED - Q Z i o O z °O CD `V / EXPANSION JOINT MATERIAL AND SEALANT. ° PLACE ORANGE VINYL FENCING w ' ,. - CONTOURS REPRESENT FINISHED GRADES. ALL ALONG TREE CANOPY/DRIP LINES 0 DEDICATION ----- ----------_______ �' PAVING SHALL BE EXCAVATED TO SUBGRADE PER TYPICAL PAVING SECTIONS (SEE DETAILS) MATCH ALL WATER METERS. SANITARY SEWER CLEAN UT ETC. WITH FINISHED GRADE O S E C GRADING AROUND PROTECTED TREES SHALL BE 00 z J -- w m w J W o -------------- -_ -------------- N 0. 2 0141114 0 01-7487-1-0 --------- - - - - ------------------- - - - - - - �' �__-__-__-__-__-_-- L I M► TED TO OUTSIDE OF TREE PROTECT I ON - w 0 a C 0 N C - - ------�' - - - - - - ----------------------- - - - - - - - �J NO GRAD 1 NG INS 1 DE OF PROTECTIVE FENC 1 NG CD SSMH - r - - - - - ---- /////�/ _______-__- - w N co --------------------------------------------------------- ss •� 0 .._.._.._.._.._.._.._.._.._.._.._.._.._.. PROP _.. _.._C._0 .�._.._.................................. -�. ..�..-..._.._.._.._.._.._.. eR �2 U - - - - - -- - - --------- - - - - •• •• R •1•A•Vt_.._.._.._.._...._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. OEP - - - -'SIDEWALK1 __ OE I I .._.. _ ._ _...._..,._.._ _TC 720-55 GT 720.05 OE '- PASSING AT 181 5 �29' � TC 720.55 TI I - -�� --11E 1 IE - - �� GT 720.05 72 I 1 - A 1 2 IRF W CAP --,j D ° " '36NJ 0 99 COR W N)(C.M.) 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GT 719.40 I 1 \ TC 719.60 TP 719.65 TP 719.60 719 10 -X ------ oTP -.GT e _ _ :o 719.90 �\ TP 719.90 0 0 -o - -------------------------1-----------------N---•----- o \o o ;-------- o------------------------ 1 45 o rli \� 71 ------=---=---= \_ = -- �.T. Lll-----14_TP , 0I O TC GT 719e50 719.00 .90 719.9�. ITP°�TP TP 719.98 TP 719.98 719.90 TP 719 e 90 TP 719.9 TP 719.90 0 �873H, 8r�4I, .4 ' }���rtit�',.',* •',_..�.'. LO ,� 41 frl4{•j. TP 719.98 \ �N �5 TP 719.98[TP �- 719.98 I,I 8-12-16 III13 �TP 719 • CAI 0- >7 TP 719.20 TP 719.50 TP 719.90 0� I TC 719.92 %�s G T 719.4 2 TP 718.50 �< '' TP 719.98 �,�. a a � w D CAI h 1_ Nw III � Uo �$ �o W _� 4 U "; 1 c oQ $ U n 4 j T P 719.7 5 o5 _ OD � - \ M m W o W C T I 718.50 TC 720e 05 UV 1 U \ O U ? W W I I GT 719.55 I I M. TP 719.20 CIA �TP 719.85 III U4 I I 1 FF I DO W ¢ O 2 w 3 � DW Q 2 �nZW _ X �LoZ u /J O I ° I D O O U �- y I!I III I 0 N W NW III ` " 1 w a N I� I \ r III NW II I L===L Oar O O 0...... TP 719��j r m o 00 II I'!' oo O I > % A X III UU Orc Oo C$ Q� I III m< I,I III ---------------------- I,I �TP 719.58 �!e o. _ O� loo QN _rc U) . O2 Q Ou U I 0 M� �TP 719.66 �!� o Q� T O O F. I°I m : �� ��TP Q0- �<9 Q : 0o 71 . 65 IIII ............. a y 0 E OU - Irl o FUTUR III Oio OW rcffu orno oQ \ oO00 Ir a III o N I p F F 7 2 2 /- r-- i m °° �� �; i ui (n ' I I III OW ma 1 mw "u Q< O ® O 1 Qa I I i z It u m d, U a 1' O� SHEE MATCH LINE GRADING PLAN QUAD 3 C2.21 \188-097 GRADE PLAN Q1.dgn 10/31/2016 9:22:50 AM SCALE 1" = 20' iiii0 i �0 20 ALL EXCAVATION, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA. N Of "CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. PG. 128-137. AND ANY AMENDMENTS THERETO. Z o Z Q CN 00 0 3 �No 010 \ U ¢ V ~ 00 00 cN i I O J U J ro 00 l T ► � z TRAC 1=Fo o N Z oc a z Zu X < i O A � Of 00 o I\ \ \ \ ,� ' I TE #2 "X" SET CONIC ! N a z 0 V CN W N W Z d Fo m \ \ 1z LEVATIO I ' / I O 0 J N z w W Z CD DOC W U � � I CDo ___00 �- W CN 9 ------------------------------------------------------------------------------------------------------------------- I A,I 8 ---------------- - 714 - - -- - -------- - - -- --=- ' - -- - ------ -- -- - ------ ------------------------------------- 18 RCP •�"- ��ll ll A S P H NW( N)710.48 40' ARENT-- �.._.._..�.._� -• ..�.. _.._ _.._.._ _.._.. ---- 716 --- ----- __ �� _________'56 r I RD SE OUT __ _ E _- 71-a 714 �3�---__ti- -_-- - - 1 .20 7 -� o f - - 2 - ; I 71 7 1 ° N 20 �M A TC 716.50 z p - TC 717e50 GT 717 e 00 V P G TC 717.30 �� �a GT 716.00 � � I J � 0 Q Q r- - GT 716e 80 TC 716.50 TC 715.95 ! ! ! IMPORTANT! ! ! I U D p I I C GT 716.00 GT 715-45 TC 715.70 1 I 99 CONTOURS REPRESENT FINISHED GRADES. ALL 1 3 0 PAVING SHALL BE EXCAVATED TO SUBGRADE PER U� 0 TC " 717 80 �� e GT 715. 20 I TP 713. 67 -� P D A N IS \ I I I TYPICAL PAVING SECTIONS (SEE OE TAIL$). z O > Q z GT 717.30� TC 716e 45 - TC 715e00 / I' i I I III_ D - T L I Y R LOCAT ON N - or X w ~ i Q I TC 717. q5 GT 715.95 GT 715e20 < / GT 71 q.50 ] TC 715.50 / I TP 713.90 I I I Y w �E� J TE EFBDN U I I E5. PAREOLFOUND ► E 1 U ~ z- z Q ^^ GT 716.95 GT - �15.00 I c� T IN C F lCT WITH I Z:,t �D RUCTION PLANS. I l THE CONTRACTOR SHALL CONTACT THE APPROPRIATE Ir W J TC \, 718 15 T C 718 e 3 5 0 1 T C 716 5 0 I / I I I UTILITY COMPANY AND COORDINATE THE RELOCATION OF ► ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). C1� Z UJ z \\ GT 717.65 I I GT 717.85 �\\ e 1 r-�- I I \ w z ` I TC 717.10 TC 716.10 `� '��\ GT 71 6 00 = I �' FINAL GRADING NOTE I �� �� z � J Q w TC 718.60 I 1 TC 718°00 GT 716.60 GT 715.60 � ��, ��, TP 711e00 ! � I I I I FINISHED GRADES SHOWN HEREON REPRESENT I U z - � � GT 718.10 GT 717.50 - TC �17e95 TC 715.85 TC 715.g0 � � � TOP OF PAVING, TOP OF SOD AND/OR LANDSCAPING. I �, NOTED OTHERWISE. z Q I GT 717eg5 GT 715.35 GT �1ge90 �, I 1 � I UNLESS I w \ \ TC 715.65 GT 715.15 >> TC 715.10 GT 714.60 T 714- I j I I \ I I UNDER NO CIRCUMSTANCES SHALL SOD OR U) z Q GT 714 q5 flTP 714 e 20 1 I LANDSCAPING NE PLACED ABOVE THE BRICK w \ \\ I S . I TP 710.25 I I LEDGE. FINAL GRADE SHALL ENSURE POSITIVE z I 1 1 1 I I FLOW AWAY FROM THE BUILDING AND OTHER \ v I STRUCTURES. I I = 719 e 10 1 c -�► - q -� 1 TP 7 10 • q 5 = I �\ I I !!! CRITICAL !!! LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE y(�� TC 7 18 e 80 TC 718 e 30 I PUBLIC THE U 18.60 718e 30 GT 7 17. 80 -� � 1 I I AND ARE BASED ON RECORDS. CONTRACTOR I IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING I _GT W = UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE 718.35 - ------------_-------_ THE COMMENCEMENT OF ANY CONSTRUCTION. ---- ------ 717.85 I - I 1 � / ! CONTRACTOR NOTICE ! , / WI 1 W I I c I / III ALL SIDEWALKS. AND PAVED AREAS. REOU I R I NG ADA ACCESS SHALL BE.��, (CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES, IF ANY GRADES . TC 718p e 65 �/ 1 I I IPARAMETERSTOTHE COURS QWRACTORN ON HSHAIS LLAREPORTLSUCHICT WDISCREPANC[ES I r ,L]I II I{_ HNFIL,Tihe ` _ 718.15 TC 718.30 - Lp 1 I I (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. ;_ ?: TC �16.85 .* III 1 I TC 719 33 I GT 717.80 GT 716.35 TC 715.90 }, j!I I GT 718 e 83 I GT 715 ° 40 I ' ' I I CONSTRUCTION NOTES: lw �i� Y�I'i L•�� o I I I AREAS DISTURBED BY CONSTRUCTION WILL BE I 8-12-16 I 3 11 I I . TC 717 - 85 TC 18 �5 TC 717, 25 TC 716.25 - - TC 715. 90 I I F FULLY SODDED WITH NATIVE BERMUDA GRASS I �� j ► GT 718. 25 GT 717.35 GT 716. 75 GT 715.75 - - - GT 715. I 40 = 1 I OR HYDROMULCHED AS DIRECTED BY ENGINEER. TC 719. q0 I \ TC �GT 716e 15 I 1 I I I ALL CONCRETE INTERFACES AND CHANGES 1N I\ LID a' w , o� GT 718.90 TC 718e90 TP 718e00 715e65 i ; I CONCRETE THICKNESS WILL HAVE AN EXPANSION IIi I q GT 718.40 � CJ� I 1 �\ I II JOINT FURNISHED AND INSTALLED IN ACCORDANCE \I WITH THE DETAILS PROVIDED. o CO �,� LLJ `O 10 ° 12y TC 19 OO I ALL SIDEWALKS SHALL CONFORM TO TAS/ADA REOU I REMENTS. O Ln w�1 1i III I I MAuj X I • G T 718 . 5 0 1 -� ,/ --a � �' I I ; Ld I 1 � q ALL SIDEWALKS SHALL BE BACKF I LLED TO FINISHED GRADE I,Lij SO AS NOT TO IMPEDE DRAINAGE. o N z Q O Q W x W a Q m W Z z z 1 \ � Q O w O O U w w q TC 719 • q 5 I I I ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED III °� I I I I WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED I \. ' GT 718.95 I TP 718.20 \ I I � EXPANSION JOINT MATERIAL AND SEALANT. Q .. \ MATCH ALL WATER METERS, SANITARY SEWER I r m III ,[TP 718e60 I j I I I CLEANOUTS. ETC. WITH FINISHED GRADE - _ : 11' III I TP 719.90 I I W I I 1 I I I II�� u J SITE GRAD I NG LEGEND '' II TP 719. 00 I5.50 i� e TC 715 50 TP 71q.75 TP 711.18 I I I _ I Illf I TP 718.75 _ TP �18.35 GT 715.00 �` I ; W II I I O I I I I \ TP = TOPIPAVEDMENOOR -- TP 719.50 I I TI = TOP INLET E INLET I'I TP 718 e 9 5 I T C 718.2 5 00 GT 717. 75 TC 717.25 GT 717. 25 TC 717.50 TC 716.95 -� I ; I � TC = TOP CURB I_L_IGT = CUTTER �` FG = FINISHED GRADE I TW = TOP WALL 719.50 TC 719 30 TC 719.20 - - _ GT 717. 00 GT 716. 45 6' I `� LL 0 GT 709 80 �' FL = FFLLOWOLINE I i I'I II • p GT 718.80 - - - - I FLOW DIRECTION ° _ --- --- I\ I I i n TP 718 e 4 5 TC 719.05 ------ TC 716.58 GT716-08 I I I I 1 \` I 1 I I I-LI I o I I I G I - `j% j- EXISTING CONTOUR I 577 PROPOSED CONTOUR II z o �, TP 719.30 I I GT 718 e 55 I I t\ O TREE PROTECT I ON - I > v� TC 719.00 i 1 I 0� �'W* PLACE ORANGE VINYL FENCING 11 N ua �TP 719e10 I I �► ALONG TREE CANOPY/DRIP LINE* cs a GT 718. 50 r- I X i I I z SHEE cSr +� GRADING AROUND PROTECTED TREES SHALL BE MATCH LINE GRADING PLAN QUAD 4 LIMITED TO OUTSIDE OF TREE PROTECTION - NO GRADING INSIDE OF PROTECTIVE FENCING C2.22 \188-097 GRADE PLAN Q2.dgn 1/31/2017 9:27:16 AM MATCH LINE GRADING PLAN QUAD 1 SCALE 1" = 20' V) \ I \ I!I \ I! 0 10 20 40 w Q Q co 11,1 I,I Z 0-) ICI I,I (^` 1\ Z r- N o � Q c - iI'Bco - af co TC 721e05 I 719.58 TP 719 FG 719.3I3 cli CD GT 720.55 Fo I , ICI TP 719.92 TP 719.98 ;~, III ----- � \ � �� � z Z U I I TC 720.98 I I!I B --- -�,; -----�T TP 719 a 92 II� I cn 2 O CI I 1, X GT 720e48 I II I I'I I III I I'I III �I� _ lil =`_ _= I' _ �I \ I I I!; I III / i \ 7 I �O N Z o0 N w I I I I II I'I I' \ ICI I I w m Q wo 1 4I TP 719.88 TP 719.88 WUCOT I I .66 Uw1 I I I iI �I�I IiI'lIIk ckf I 1 � A_ w I I 2 I M l I $ II TI 719.58 \ ' , II I;I�I�,IiCI�II IIlI I \ I!I;II.� I � �II�.1�1 TP 719.80 ' ",;I'I��I!I',i �,I I Ii 1,I - - - - - ------ _ --- --�I � ! ► T 117e 7 -J --- --'- SN GAT 1390.69 I !►IiCI�1' �.98 TP 719.75 T I 719e50 TP 719.80 ►! �-� /2R� W/&AP � II TP 719.80 TP 719e90 �I �fi-r• �� - � II "- � II� x ITP 719e70 W NC. M. I x -7-1-9--------------- -- T1 719e420R 1 � �' I�i -------- - TP 719e65 TP 719.70 TP 719.80 --------I TP 719e75 - TP I - - - - - - - - 719.65 TP 719.60 TP 719e98 ;III�II iII O o (00 � // II-TeP I _ TP 719e90 p FG 719e50 � U / II ------ ------- --------- --- - -- --------- z0 ��( tJ TP 719.48 71 9 TP 719 e 80 >- Q TP 719.00 � ". � Q w 719.40 zQ J �ITURE �ITP TP719.3o ART CAL TP 719.33 o w 2z � " /" I MAX Jl'TP TRE 719.45 .Q z uiPLAYGROUND o w z_ II cr z w z Q �y �� FG 720.00 // FG 718 60 ° �°IC� / II _ Cn / ) u I 1 / 0-) ;; I TC 722.05 / / / FG 000.00 TP 719.00 TP 719.10 - I z I GT 721e55 II TP 719e15 TP 719.00 TP 718.92 0 x o I I TC 722e20 GT 721e70 I w ! ! !IMPORTANT! ! ! CONTOURS REPRESENT FINISHED GRADES. ALL PAVING SHALL BE EXCAVATED TO SUBGRADE PER % L 1 o ° ° i------- -------------- ------------- J T----- ----- ---- `�"� I I *}� TYPICAL PAVING SECTIONS (SEE DETAILS). UTILITY RELOCATION NOTE: I I /� I �_ ` TC 721 e ----------------- 90 TC _721 30 GT 120°80 ------------------ TC 720.22 - TC __ ____ 719e65 _ _ TC 719.20 _ _ _ _ , --' U E�]TN�14, I�i3NFILl�} ••--••--• ..,,. +��} �',; ;r IF ANY EXISTING UTILITY POLES. POWER POLES. GUY WIRES. TELEPHONE UT1L I TES. ETC. ARE FOUND \ � - - - - I GT 721.40 - - ------------------------� � e GT 719 72 GT 719.15 TC 719 15 GT 118 10 � �� •• ����v��''r� *, � TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. I \ I ---_-� GT THE CONTRACTOR SHALL CONTACT THE APPROPRIATE /C _ _�� UTILITY COMPANY AND COORDINATE THE RELOCATION OF T _ _ _ _ ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). I 1 I I TC 720.00 _ 8-12-16 !! FINAL GRADING NOTE !! TC 722e50 GT 722.00 1 \ i i TC 721.33 � p GT 720.83 71 TC 720-25 GT 719e50 FINISHED GRADES SHOWN HEREON REPRESENT �� GT 719.15 TOP OF PAVING. TOP OF SOD AND/OR LANDSCAPING. I I c UNLESS NOTED OTHERWISE. �j TC 720. 20 I I I I I m � DO Y m Y W u- o UNDER NO CIRCUMSTANCES SHALL SOD OR I GT 719e7O M =UN Z LANDSCAPING NE PLACED ABOVE THE BRICK I I o LEDGE. FINAL GRADE SHALL ENSURE POSITIVE 0w FLOW AWAY FROM THE BUILDING AND OTHER I I I I w z 3 z w x U U, STRUCTURES. o 0 X �wZ 0 0 !!! CRITICAL !!! LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR I I, \ 1 C�3 I I I a IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES, BOTH HORIZONTALLY AND VERTICALLY. BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION. I I I I CO SITE GRADING LEGEND FF = FINISHED FLOOR I \ TP = TOP PAVEMENT CONSTRUCTION NOTES: I TI = TOP INLET TG = TOP GRATE INLET TC = TOP CURB AREAS DISTURBED BY CONSTRUCTION WILL BE \ \ GT = GUTTER FULLY SODDED WITH NATIVE BERMUDA GRASS \ 1 FG = FINISHED GRADE TW = TOP WALL BW = BOTTOM WALL OR HYDROMULCHED ALL CONCRETE INTERFACES AS DIRECTED BY ENGINEER. AND CHANGES IN \ I I FL = FLOW LINE CONCRETE THICKNESS WILL HAVE AN EXPANSION TC 720e65 I TC 719.90 FLOW DIRECTION JOINT FURNISHED AND INSTALLED IN ACCORDANCE GT 72 0.15 17) ' WITH THE DETAILS PROVIDED. ALL EXCAVATION, TRENCHING AND SHORING OPERATIONS SHALL COMPLY I GT 719e4 0 EXISTING CONTOUR WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR. OSHA. _ 577 PROPOSED CONTOUR ALL SIDEWALKS SHALL CONFORM TO TAS/ADA REQUIREMENTS. "CONST. SAFETY AND HEALTH REGULATIONS", VOL. 29, SUB PART P. PG. 128-137. AND ANY AMENDMENTS THERETO. j� � 1 O _ REMA�NDER z o V) Ln TREE PROTECTION - ,1 w ALL SIDEWALKS SHALL SO AS NOT TO IMPEDE BE BACKF BLED TO FINISHED DRAINAGE. GRADE ! CONTRACTOR NOTICE ! I w Q ° PLACE ORANGE VINYL FENCING ALONG TREE CANOPY/DRIP LINE ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED ALL SIDEWALKS. AND PAVED AREAS, REQUIRING ADA ACCESS SHALL BE I A I\ I I\ I A I I\ I F-� F- n F- I\ I F-'\ zz �► WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN *GRADING AROUND PROTECTED TREES SHALL BE EXPANSION JOINT MATERIAL AND SEALANT. ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE SHE E LIMITED TO OUTSIDE OF TREE PROTECTION - NO GRADING INSIDE OF PROTECTIVE FENCING MATCH ALL WATER METERS. SANITARY SEWER PARAMETERS, THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES n C2.23 CLEANOUTS. ETC. WITH FINISHED GRADE (1N WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. \188-097 GRADE PLAN Q3.dgn 10/31/2016 9:23:33 AM MATCH LINE GRADING PLAN QUAD 2 SCALE 1" - 20' i TC 718 e 85 - TC 718.60 �--- '° 20 40TC �18e65 718e35 GT 718.10W GT 718.15 TP 717.80 ``'� TP 716.65 TP 716e10 TC 716e75GT ,� I r� i I I_------- I_N _-_GT - Z o- 715.75 _ I �--- 9`11111" U Q a0 TP 717e50 TP716.92 TC 716.25 1 716. 65 715.75 I I WQ� I � ox ZxGT z=L-ITC co MA \ GT 716 15 O II � a CD a o , \ NI I a z 00 Z cz cli Zo^ 4b 1 TC 718.15 I GT 717.65 TC 717.60 I I \ o , w m z �� GT 717.10 TC 716.80 l I I \ z W o TC 718e10 _ GT 716e30 I \ o GT 717.60 I I z N PGTC TP 711 e � I Wco _ 717e85 TC �17.15 -------------------- --------- --j `'2 SITE GRADING LEGENDTC 717.35 GT 716. 716.30 -J 115.80 TC 715.90 S o j 1 FF FINISHED FLOOR =GT TP = TOP PAVEMENT 0 I 1 GT 715e40 �-•� I V 1 I � I I I TI = TOP INLET INLET I I � � I I TC = TOP CURBS TP 717.35 ; GT =GUTTER FIG FINISHED GRADE TC 718.25 I QO 1 TW = TOP WALL BW = BOTTOMIWALL FLOW I GT 717. 75 1 1 I � � TP 714e75 I O I I � FLOW DIRECTION 1 2% 1 �� TP 712e 13 W I I -575- EXISTING CONTOUR J I I 517 PROPOSED CONTOUR z O J` 6TC 71 5 e 50 TREE PROTECTION - Q O 0 - - - GT 715.00 I °~ PLACE ORANGE VINYL FENCING U `� D ALONG TREE CANOPY/DRIP LINE* 0 TC 718.70 \ I I I I *GRADING AROUND PROTECTED TREES SHALL BE LIMITED TO OUTSIDE OF TREE PROTECTION z O _ Q fr X I GT 718.20 I NO GRADING INSIDE OF PROTECTIVE FENCING i o 6- 1-u Q[-- co I I I I (� z TC 718e55 GT 718.05 TC 717.80 TC 717.50 TC 717.35 TC 717.g5 -� 1 I �' I I I � z w z Q Q I _ -� I TC 718e85IC I GT 717e30 GT 717.00 T 71 G 6 85 GT 716.95 TC 716.20 TC 715.85 c� ► I I I I � � GT 718 35 718-75 GT 715e70 GT 715.35 I I cl) w z 0 , a, 1 I GT 718.25 ► I � � z Ja I _ I� - TC 716. 75 I I I I I I O U w z z ; I GT 716e25 I I W I I Q I TC 719. 00 1 TC 718. 90 TC 718 e 2p 1 I I I CONSTRUCTION NOTES: w z Ir GT 718.50 GT 718. 40 GT 717.75 - - - TC 718.00 T 717. 7 TC 716e20 I I I F- z rrRR V I I GT 717 e 50 GT 717.75 GT 715. 70 t� I I AREAS DISTURBED BY CONSTRUCTION WILL BE FULLY SODDED WITH NATIVE BERMUDA GRASS (n Q i TC 718e55 - - TC 718e35 � I � � I I OR HYDROMULCHEO AS DIRECTED BY ENGINEER. z i GT 717.85 �J J GT O 718.05 TC 718e 1 �� � I 1 I I I I ALL CONCRETE INTERFACES AND CHANGES IN 0 i , GT 717.60 '--_ TC 717e70 ` I I CONCRETE THICKNESS WILL HAVE AN EXPANSION FURNISHED AND INSTALLED IN ACCORDANCE -------__ - _ TC 716. 75 I 1 I - I JOINT - GT 717.20 _ GT 716.25 TC 716.75 • I LLJI I WITH THE DETAILS PROVIDED. - ___ _ �� GT 716.25 0 I I I o� I TC GT 718.00 I I 717.50 II G ALL SIDEWALKS SHALL CONFORM TO TAS/ADA REQUIREMENTS. 1 J \ - _ - I ALL SIDEWALKS SHALL BE BACKF ILLED TO FINISHED GRADE LJJ I /� - _ - - \ - - �, % I I C SO AS NOT TO IMPEDE DRAINAGE. z I `716 - _ _ - - TC 16 85 _ - - v _ �� \ 715 TC 71 �.75 GT 717.25 _ e --- GT 716e35 \� _ ��--- _ TP 715e25 i � i � I I I l - - ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED i=� L EXPANSION JOINT MATERIAL AND SEALANT. 716 - - - -- TC 716e0 0 1 1 I 1 1 ;I � I - O L MATCH ALL WATER METERS, SANITARY SEWER }� - _ GT 715. 50 I I I I I �� � C CLEANOUTS. ETC. WITH F I N I SHEp GRADE r � E�]T N � 14, I�i3NFIL .. I. + I I}�� I / I �x / 1 f� \ V 7 1 6 I TIC 1 I 718.3 5 I ALL EXCAVATION. TRENCHING ANO SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR. OSHA. "CONST. 1 71 \ \ GT I I I 717.85 I I SAFETY AND HEALTH REGULATIONS". VOL. 29, SUB PART P. PG. 128-137. AND ANY AMENDMENTS THERETO. I 7 15 I I � � Ir u 8-12-Is TP M-45 W o I I I u� C UTILITY RELOCATION NOTE: I I IF ANY EXISTING UTILITY POLES. POWER POLES. (�(� �, 1-� _ I I GUY WIRES, TELEPHONE UTILITES. ETC. ARE FOUND TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. "` 7- , �% I 1 I I Y � I I Iv THE CONTRACTOR SHALL CONTACT THE APPROPRIATE I ATE UTILITY COMPANY AND COORDINATE THE RELOCATION OF ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). iO o `O oC\i = ,,� m = p w 7 1 .10 DO � Y � Y =UN j J I F T i i .. FINAL GRADING NO E .. o w�1 Cr uj I r 1 I FINISHED GRADES SHOWN HEREON REPRESENT m ui U ¢ w z w I I I I TOP OF PAVING, TOP OF SOD AND/OR LANDSCAPING. o 0 0 X '-W z I I I I I UNLESS NOTED OTHERWISE. I I I UNDER NO CIRCUMSTANCES SHALL SOD ORui - - - - - - _ I I I. I LANDSCAPING NE PLACED ABOVE THE BRICK o I I FINAL RA HA ENSURE POSITIVE LEDGE 1 L GRADE SHALL SU E E CONTRACTOR SHALL STOCKPILE i I - r�� I I FLOW AWAY FROM THE BUILDING AND OTHER STRUCTUREALL EXCESS SOIL THIS AREA I •. �I Ico FOR FUTURE DEVELOPMENT USE I -I- ----- !!! CRITICAL !!! I LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE (SILT FENCE PERIMETER) 1 AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR I 1 I I IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES. BOTH HORIZONTALLY AND VERTICALLY, BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION. I I I 1 I r 1 I I ! CONTRACTOR NOTICE ! cfl OW I I ALL SIDEWALKS. AND PAVED AREAS. REQUIRING ADA ACCESS SHALL BE r� CONSTRUCTED I WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN o I � - I I % j I I ORDER AND/OR PARAMETERS, TO ENSURE CONTOURS A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES SHOWN ON THIS PLAN CONFLICT WITH THESE THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES z o `n OF J/7� 005 ACRESI \ I (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. > u/ cs z T n n n TRD�r/T - �. 1 � 1 I I I II`J\ !!!IMPORTANT!!! SHEE /H\ /\ / I /J I 1 I CONTOURS REPRESENT FINISHED GRADES. ALL PAVING SHALL BE EXCAVATED TO SUBGRADE PER TYPICAL PAVING SECTIONS (SEE DETAILS). C 2.2 \188-097 GRADE PLAN Q4.dgn 10/31/2016 9:23:52 AM ' PAVING LEGEND SCALE 1" = 50' 7" THICK CONCRETE PAVEMENT W/ u3 BARS N Q 'I li I @ 18" O.C.E.W. 0 25 50 100 w LD z I' ! 6" THICK CONCRETE PAVEMENT W/ u3 BARS @ 18" O.C.E.W. (DRIVES. FIRE LANES) < 0`00 O Z .I CONIC j a o 00 a o ' PCG POQQ N� /' REMAINDER OF TRACT 1—129.92 ACRES ; Q !i 5" THICK CONCRETE PAVEMENT W/ u3 BARS @ 18" O.C.E.W. (PARKING) - X REMAINDER OF TRACT 1-129.92 ACRES -�'"�Q ���Q�(L ,' ANNA TOWN CENTER NO. 4�SHRP, LTD j �- - - " CD J 'A " ANNA TOWN CENTER NO. 4/SHRP, LTD Q1' C�CQ�� CC '" DOC. NO. 2004-38965 D.R.C.C.T. i O 4" THICK CONCRETE SIDEWALK W/ u3 BARS @ ,8 O.c.E.w. �\ J = GJ DOC.s�e@. 2004-38965 RIM ELEV=719.96' D.R.C.C.T. �. P (L "� ' i W J j i � I I( j PORTLAND CEMENT CONCRETE FOR PAVING SHALL BE MINIMUM 3,600 PSI � Q Z Z Q FL N(IN)=711.96'(8"PVC) '' P�� �' I AT 28 DAY COMPRESSIVE STRENGTH (3.000 PSI FOR SIDEWALKS). FL W(IN)=711.93'(8"PVC FM) _� Cpl Q`l G. !z I i j CONCRETE SHOULD JOINTS IN VEHICULAR I STEEL SHOULD CONSIST BE DESIGNED WITH 5 +/-1 PERCENT ENTRAINED AIR. �}�j� PAVING SHALL NOT EXCEED 15 FEET. REINFORCING FN OF 43 BARS ON 18 INCH CENTERS EACH WAY. (� a = I o o of _ __--�'" FL E(OUT)=711.89'(8_PVC__EM - - ------ - - - - -W - CONIC '- O '' SOUTH LINE OF 129.92 ACRES TRACT ! I I 1 I I KHI, I ! A N N 00 Q Z � Z `� c� Z> - R.O.W._DEDICATION i' '' e SITE Mp2 I "X" SET CID C • CO C I L,_W m Lj O -- —_----------- - DOC. '' ELE VAnO =7�2. i Q w U O N0. 20141114DQTZ48fi?rtT - - - - - - - =- I D.R.C.C.T. CONIC �'_ P - - _— SSMH - ------------------ - 1 — — — — — I I w U - PRO ------------------------------------------------------------------------------------------------ I _ z o -------- I Y\^YY�•.-�rtt_It_tt_t1_tt_tt_It_tt_t1_YY_tt_It_tt_t1_tt_It_.. �� SIDEWALK L ._ _.I_• • --. - - - - 18 RCP w N --------- °E —OE -- — -- — — — — — — ---0E----0E----�E--- .. _.._.._.. _.. _.. _.. _.._.. _.. _.._ ._.._.._.._.._.._.._.. APPARENT 40 ._.._.._.._r°�PH �t— .. .._.. .._ FL NW(IN)=710.48' CN � —262 PASSING AT 1815.29'� 1 --��--��--�� .°. --- FL SETOUT)=709.62' A 1 /2" IRF W/ CAP 1 D = 36' — — °�—•�. — QF — „CORWIN" (C.M.) ; 1 = - HB 53 4 31 '31 " E 20' ° ° � I 1 HD - 72. 4' V 2, PG. 5 9 D LOT 9 ; I P.R.C.C.T. o CONSTRUCT CURB CUT 3' WIDE AND FLUME 30" CMP FL W(IN)=710.70' FL E(OUT)=710.39' 0/0 1 LOT 10 I I 12 CONSTRUCT 3' WIDE I rrnn J 1 ° � CONCRETE PILOT CHANNEL O 1 z Q O Q x 1 �' 30. o ° ° ° ° ° n n n ° ' n ° 24' I _ „ ° ° ° ° 5 30 1 r , U I 30 cncr_ O , I I SEE LEONARD DRIVE Z Z _I I ------------__—__—__ CONSTRUCT 3' WIDE �. _ : p° v I ° ° o X 1 FLUME COVER PLANS AND PROFILES Ir Q ° "' 1 �`� °. - I Q w r2 - C� N ° I I FOR PAVING THIS AREA -NOTE: U U — I— v °' ° I I CITY SHALL BE PRESENT FOR LIME SERIES TESTS AND WORK z - Q 0 cn 0 AND SHALL BE COPIED ON ANY MATERIAL TESTING REPORT. w v _� C14�j ___I cn O ___I Ln 00 0' 1 ° b ° o° 0/01 CONSTRUCT 3' WIDE 1 Z z _ m 0 — — —� 1 n ° CONCRETE° PILOT CHANNEL I Z PAVING SLEEVES: `^ V J w Z > U O� I I � z J 0 " m ( 1 � LLj I CONTRACTOR SHALL MAKE SURE TO INSTALL O w Q z 1 �, Hill to O U RREQUIRTD PPVC SLEEVES (IRRIGATION /ELEH TRICAL) $ I w PRIOR 0 POURING CONCRETE (RE ARC PLANS) U ° I O 1 Q Qo O I °. g �° 1 Q00D- CONSTRUCT 3' WIDE 0 1 J FIRE LANE STRIPING: II-__ z CURB CUT AND FLUME I O � WHERE RED STRIPE INTERSECTS WITH A CURB LINE, PAINT Cl) Q i FACE AND TOP OF CURB RETURN. Ic I o I PAINT 4 INCH HIGH LETTERING WITH A 11NCH STROKE CENTERED ON RED STRIPE SHALL READ: "NO PARKING" - "FIRE LANE". THIS LETTERING SHALL BE PAINTED EVERY 20 FEET AS MEASURED FROM THE END OF ONE LETTERING GROUP TO THE BEGINNING 1 1 OF THE NEXT GROUP WITH A 1FOOT SPACE BETWEEN 1 "NO PARKING" AND "FIRE LANE". (NOTE QUOTES ARE USED IN I I THIS DESCRIPTION FOR EMPHASIS ONLY AND ARE NOT TO LOT 14 �' 1 I I BE PAINTED WITH THE LETTERING) ° ° °' ° °I ' • 1 I PAVING NOTES: T —' — __ - I I FOR 6". 7" AND 8"" PAVING AREAS AND AFTER FINAL SUBGRADE PASSING AT 1390.69'- " & ELEVATION IS ACHIEVED, THE EXPOSED SURFACE OF THE PAVEMENT SUBGRADE A 1/2' IRF W/ CAP 1 b' ° °: ° CONSTRUCT 3WIDE CONCRETE PILOT CHAN�L I SOIL SHOULD BE SCARIFIED TO A DEPTH OF LEAST 6 INCHES AND MIXED WITH 8 PERCENT HYDRATED LIME (BY DRY SOIL WE IN CONFORMANCE WITH`C�► CORWIN" G.M. iii I ( ) � Q I TXDOT ITEM 260. ASSUMING AN IN -PLACE UNIT WEIGHT OF 100 PCF FOR THE PAVEMENT SUBGRADE SOILS. THIS PERCENTAGE OF LIME EOUATES 70 ABOUT 1 0 36 LBS OF LIME PER SO YARD OF TREATED SUBGRADE. THE ACTUAL AMOUNT �} I • '. } I ° CONSTRUCT 3' WIDE I OF LIME REQUIRED SHOULD BE CONFIRMED BY ADDITIONAL LABORATORY TESTS (ASTM C 977 APPENDIX XI) PRIOR TO CONSTRUCTION. *}+ ° CURB CUT AND FLUME ;-••--•--••--•---•-• ••• •• Lllll 10, H�`KI LTijh� I I I IT IS REOUIRED THAT LIME STABILIZATION PROCEDURES EXTEND AT I I o LEAST 1 FOOT BEYOND THE EDGE OF THE PAVEMENT TO REDUCE EFFECTS OF SEASONAL SHRINKING AND SWELLING UPON THE EXTREME EDGES OF +F 8 f '. FUTURE ARTIFICIAL I I THE PAVEMENT. THE SOIL -LIME MIXTURE SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY • + {r * }���rtitv'' '-•• (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS �4'llti{ PLAYGROUND TURF ° 1 ABOVE THE MIXTURE'S OPTIMUM MOISTURE DENSITY. *NOTE: CITY SHALL BE PRESENT FOR THE FIELD LIME SERIES TEST AND THE TESTS RESULTS SHALL BE SUBMITTED TO THE CITY FOR REVIEW PRIOR TO LIME APPLICATION. 8-12-16 I I CONSTRUCT 5' WIDE ° I SUBGRADE FOR PARKING SPACES (5" THICK AREAS) SHALL BE UNTREATED CLAY CURB CUT AND FLUME ° SUBGRADE SCARIFIED AND COMPACTED TO 95 PERCENT STANDARD PROCTOR $ I 1 MAXIMUM DRY DENSITY (ASTM D698) AND WITHIN THE RANGE OF 1 PERCENTAGE +"+"i"'•'i + -+ r I U POINT BELOW TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. 1 7I � N N.o I R20 Q I 01 - O = w = of W� ' (0 _ ., = 1 cn I N m W W O 1 I O u �° 1 V N 12o I W Q z ` o W Ct li Ct W O FCONSTRUC- TID ' 1 I 1 Ln cn 0 W D O 3 O v k u ~ W Z -� -----__--- CONCRETE PILOT CHANNEL Ld CD w -- 0 I CONSTRUCT 3' WIDE CONCRETE PILOT CHANNEL 1 W ~ Q m ; 1 Q 1 1 0 1 I O cD I Ln ! I 1 � } - o o --- I 1 I W O m z� 1 120' ; I w� -1- �N I 1 37.00 ACRES i cn�O � a NOTE: O I ZQ o 1 U LJ a- lq- INTERIOR GRADE BEAMS SHALL BE SPACED ##3 BARS @18" O.C.E.W. ._—__—__—_ O REMAINDER O F 37.005 ACRES - Q N AT 15 FT. CENTERS v I i i o Q 5" THICK 2 ##3 BARS 1 ANNA INDEPENDENT SCHOOL DISTRICT Ln o z z � � )s 1 15' U.E. DOC. N0. 2006-2879 D.R.C.C.T. i I I T I I O z Q a N - - --, ,z" �o �_I­-_-_ --. � — ------------- — — — — — — VOL. 782, PG. 599 P.R.C.C.T. x x— � r 1 I r� C i z 0 \ V _ _ _ I— _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — 1 1 = SUBGRADE UNDERNEATH BASKETBALL COURT SHALL BE PREPARED PER GEOTECHNICAL REPORT AND SHALL I O z — — — — — — — _ _ — — — — — — — W CONSIST OF 1 FT OF NON -EXPANSIVE MATERIAL OVER 10" Q I _ _ _ _ _ — — — — — — — — — — — — — — ------ - - 1 U MOISTURE CONDITIONED SOIL ON TOP OF THE EXISTING z `V I — — — — — ----- 0 O LIMESTONE, SOILS TO BE COMPACTED PER GEOTECHNICAL O � I 1 0 REPORT ADN AT MINIMUM TO 95% STANDARD PROCTOR. N UTURE 8"WATER— I CONIC L W► x 1Ld SLAB i I BASKETBALL COURT SECTION z a .. I w� :>:: N.T.S. SHEE C2.30 \188-097 PAVING PLAN.dgn 1/31/2017 9:30:50 AM �� 3� N X 3 :C ' %�• CABS �- AT �i' A � � WCL1= KFORC GA_'VAVIiIN _ 3�r�„ r��ti_ti�If=L7 G�ti�F�IA�L 3�:LI AT GOAFcD JOINTS 1��.f C;I F SCALE r' = 40' N .. . o zo ao so aGI.OTES: Z CV....... BAII:� R I? �A:: E SHAL r,C NFC RI` TO _ TFXA� ' .ITC: . CD 0 Z o 00 I YPKI Al HFFI FC. V { ' E c Q V) N 00 0 J " - # PAVING J _ F0 � z E = _E7I' �E RED & REFLECTIVE ', H I ? � 12" MIN. ,� LEGEND 8 THICK CONCRETE PAVEMENT - 3.600 PSI x V)EL, � � Z ¢ Z U 3 f HIGH It.TENS T1� RE=L= — FF IlfxC%}F? +�F'�[}'d-I} F l - ' 4 0� PER CITY OF ANNA DESIGN STANDARDS i o o 8" THICK CONCRETE TRANSITION - 3.000 PSI V) z .10 Z PER CITY OF ANNA DESIGN STANDARDS Q w N S CCTI'DN A -A Z o J BARRICADE DETAIL ,. ,. 4" THICK CONCRETE SIDEWALK PER CITY OF ANNA DESIGN STANDARDS 0 z J O a Ln m o uj U PORTL AND CEMENT CONCRETE FOR PAVING SHALL BE MINIMUM 3,600 PSI ui U S T A 0 +0 0 FURNISH AND INSTALL FURNISH AND INSTALL AT 28 DAY COMPRESSIVE STRENGTH (3,000 PSI FOR SIDEWALKS). o 0 58 L . F . „ 4 D 1 A. SCH 40 PVC 60 L.F. 4 D I A. SCH 40 PVC CONCRETE SHOULD BE DESIGNED WITH 5 +/-1 PERCENT ENTRAINED AIR. CONSTRUCT STREET HEADER BEGIN CONCRETE PAVING SLEEVE FOR FUTURE IRRIGATION SLEEVE FOR MEDIAN L I GHTS FURNISH AND INSTALL JOINTS IN VEHICULAR PAVING SHALL NOT EXCEED 15 FEET. REINFORCING STEEL SHOULD CONSIST OF 93 BARS ON 18 INCH CENTERS EACH WAY. 5 uj � W CONSTRUCT SLEEVE SHALL HAVE 15" OF COVER. SLEEVE SHALL HAVE 15 OF COVER, 60 L.F. 4" DIA. SCH 40 PVC -d 00 O BARRICADE CAP AND FLAG EACH END CAP AND FLAG EACH END FURNISH AND INSTALL SLEEVE FOR MEDIAN LIGHTS J O D FURNISH AND INSTALL — — — — — — --------------- DOUBLE 4" WIDE SOLID CAP EAND SFLAG EACH END OF COVER. + PAVING NOTES: Cn „ YELLOW STRIPE D 4 WIDE SOLID WHITE STRIPE — — — — — — — — — — — — — 00 FOR 8" PAVING AREAS AND AFTER FINAL SUBGRADE �� ELEVATION IS ACHIEVED. THE EXPOSED SURFACE 0 THE PAVEMENT SUBGRADE ��— •�••�••-••�.. .�..�.. •.••.••-••.••...........,.„.„.„.„.„������ SOIL SHOULD BE SCARIFIED TO A DEPTH OF LEAST 6 INCHES AND MIXED WITH 8 PERCENT HYDRATED LIME (BY DRY SOIL WEIGHT) IN CONFORMANCE WITH SAW -CUT AND '•••�••�••�••�••�..�..�..�..�..�..� ■ TXDOT ITEM 260. ASSUMING AN IN -PLACE UNIT WEIGHT OF 100 PCF FOR THE MATCH EXISTING"�"�••�••�••�••-••�..�. �.. r^ PAVEMENT SUBGRADE SOILS. THIS PERCENTAGE OF LIME EOUATES TO ABOUT 36 LBS OF LIME PER SO YARD OF TREATED SUBGRADE. THE ACTUAL AMOUNT CONCRETE PAVEMENT " - — — — — — -- v J 2 W �(J — — — — — _ — — of LIME REOUIRED SHOULD BE CONFIRMED BY ADDITIONAL LABORATORY T N — — — — — — _ _ I TESTS (ASTM C 977 APPENDIX XI) PRIOR TO CONSTRUCTION. x - N0� W.L.E. VOL. 1056, PG. ------ --- -----_---- — — — *NOTE: THE CITY SHALL BE PRESENT FOR THE FIELD LIME SERIES TEST AND LLJ — — — — W THE TEST RESULTS SHALL BE SUBMITTED TO THE CITY FOR REVIEW PRIOR TO LIME APPLICATION. J 1+002+00 3 0 © r _= Z IT IS REOUIRED THAT LIME STABILIZATION PROCEDURES EXTEND AT LL 71 4+00 5+00 _ u LEAST 1 FOOT BEYOND THE EDGE OF THE PAVEMENT To REDUCE EFFECTS OF SEASONAL SHRINKING AND SWELLING UPON THE EXTREME EDGES OF J O 6+00 7 0 ---� THE PAVEMENT. THE SOIL -LIME MIXTURE SHOULD BE COMPACTED TO AT U O F71 CONCRETE TRANSITION 8 LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY O - < - D z N' PER CITY OF FR 1 SCO �� (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS Q O O EXISTING CR 422 TO z F 1 TRANSITION STANDARD EXISTING 422 ILl / v n Q ABOVE THE MIXTURE'S OPTIMUM MOISTURE DENSITY. REMAIN O D O ao z z TO BE DEMOLISHED SHED FUTURE PAVEMENT BY OTHERS) co IIcf� FURNISH AND INSTALL AFTER NEW PAVEMENT EXISTING CR 422 Q (n z J r1 DOUBLE 4" WIDE SOLID [D 1S COMPLETE FURNISH AND INSTALL \_� TO BE DEMOLISHED 20' ROAD EASEMENT z Q ' Q YELLOW STRIPE —AFTER NEW PAVEMENT , `ice 7r P��9� O Q MEDIAN LIGHTS AT 400 FOOT SPACING IS COMPLETE I p PER CITY OF ANNA STANDARDS P.R.C.C.T. Q LX z co 360.545 ACR D z~ Jp ~ H ARLAN PROPER Ir w z DOC. NO. 201407240 rn w z j o D.R.C.C.T. 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JOINTS IN VEHICULAR PAVING SHALL NOT EXCEED 15 FEET. REINFORCING SEE SHEET 2. 20 FOR DRIVEWAY SPECIFICATIONS STEEL SHOULD CONSIST OF #3 BARS ON 18 INCH CENTERS EACH WAY. U + 00 FURNISH AND INSTALL O `— _________ DOUBLE 4" WIDE SOLID O PAVING NOTES' YELLOW STRIPE — — — — — — + .._.._.._.._.._.._••_„_„_„_,. CONSTRUCT 5 WIDE CONCRETE SIDEWALK FOR 8"• PAVING AREAS AND AFTER FINAL SUBGRADE • .._. ._.._.._.._.. IL LpYDRATEDBE RLIMEO(BOY OWEIGHT) F LEAST 6INICONFORMANCENCHES AND IWITTHXED WITH .. ._.. •�;��"�"�" '•o ••o '.' v '."" 80PERCENT DROYESOILPTH TXDOT ITEM 260. ASSUMING AN IN -PLACE UNIT WEIGHT DF 100 PCF FOR THE I 0) _ _ _ � _ � �• �•� o•, v � PAVEMENT SUBGRADE SOILS. THIS PERCENTAGE OF LIME OF TO ABOUT ui 36 LBS OF LIME PER YARD OF TREATED SUBGRADE. THE ACTUAL AMOUNT W — — — �° — — — — — _ _ — — — — — — OF LIME REQUIRED SHOULD BE CONFIRMED BY ADDITIONAL LABORATORY J — — — o m TESTS (ASTM C 977 APPENDIX XI) PRIOR TO CONSTRUCTION. — Z _ LL *NOTE: THE CITY SHALL BE PRESENT FOR THE FIELD LIME SERIES TEST AND J THE TEST RESULTS SHALL BE SUBMITTED TO THE CITY FOR REVIEW PRIOR TO ^ C/) J 0 LIME APPLICATION. 0 0 9+0 1 + N W 7 IT IS REOUIRED THAT LIME STABILIZATION PROCEDURES EXTEND AT 1 FOOT BEYOND THE EDGE OF THE PAVEMENT TO REDUCE EFFECTS z 0 1 12+00 z LEAST a U �j 13+00 14 OF SEASONAL SHRINKING AND SWELLING UPON THE EXTREME EDGES OF THE AT v �A P P A REN T 4 0' I�/ R. 0. W. --� LEASTA95MPERCENTEOFOSTANDARDMIXTURE PROCTTORSMAXIMUMEDRYYMPACTED DENSITTYTO r'- (ASTM D 698) AND THE RANGE OF 0 TO 4 PERCENTAGE POINTS WITHIN THE 2 ABOVE MIXTURE'S OPTIMUM MOISTURE DENSITY. co r ^ z WEST LINE OF FUTURE PAVEMENT (BY OTHERS) U 0 Q 360.545 ACRES TRACT 20' ROAD EASEMENT EXISTING CR 422 1-- — fr X EXISTING CR 422 -1L �8 P_ 5cq TO BE DEMOLISHED "AFTER Q Q Lu Q TO BE S DEMOLISHED P.R.C.C.T. NEW � ~ AFTER NEW PAVEMENT IS COMPMENE � z � IS COMPLETE TIES FURNISH AND INSTALL FURNISH AND INSTALL Ir Lj z MEDIAN LIGHTS AT 400 FOOT SPACING 60 L.F. 4" DIA. SCH 40 PVC LIJ 0770380 PER CITY OF ANNA STANDARDS SLEEVE FOR MEDIAN LIGHTS Co z > SLEEVE SHALL HAVE 15" OF COVER. z L Q — CAP AND FLAG EACH END Ir 0 w U z Ir Lu L:z °C cl) Q z z 0 Lu ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... -------------------------------------------- ................... ................... .................... ................... ..................... ................... ..................... .................... .................... .................... ................... ..................... ................... ................... ................... .................... .................... .................... ..................... ................... ..................... ................... ..................... .................... oe J r E�IT H I4, 144KIL I DLk ...................... ..................... .................... .............................................. ------------........ .------------------. ------------------. ---------............ .................... .................... ------------------ -- .............................................. .................... .............................................. .............................................. .............................................. ------------------. -------------------- ----------------.... . _..------------- 10 f � .iR e• •i :y .I —fL• 730 730i;,r -1 -1 ...................... ....................... ...................... .............................................. ............................................... ............................................ .............................................. .............................................. ...................... .............................................. 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D u� !^ I �I co O 0 00 Qr-Iro � w I 1 O I I D I I I I I co CA N~ z vi CD _J y x l i F_ ZJ I O i I x 0 x I i I PAVING LEGEND w Z ¢ of'o O T�I ^ lam+ (n = o ! 8" THICK CONCRETE PAVEMENT - 3,600 PSI I o I I T PER CITY OF ANNA DESIGN STANDARDS Z W z CD I Q N r i EXISTING CR 422 I I 8" THICK CONCRETE TRANSITION - 3,000 PSI w o 1 I TO BE DEMOLISHED I I PER CITY OF ANNA DESIGN STANDARDS w m SEE SHEET 2.20 FOR DRIVEWAY SPECIFICATIONS ! 1 ! FURNISH AND INSTALL STD. 5 RECESSED CURRB INLET , ¢ W o U a 1 FURNISH AND INSTALL TOP OF CURB- 709.75 PERTHICK CITY OFONANNAEDESDIGNALK STANDARDS o o FURNISH AND INSTALL 60 L.F. 4" D1A. SCH 40 PVC SLEEVE FOR MEDIAN L 1 GHTS 30.22 L.F. 18" RCP STORM 5 58 L.F. 4" DIA. SCH 40 PVC SLEEVE FOR FUTURE IRRIGATION ! 1 SLEEVE SHALL HAVE 15" OF COVER. CAP AND FLAG EACH END DRAIN PIPE CONNECT TO EXISTING PORTLAND CEMENT CONCRETE FOR PAVING SHALL BE MINIMUM 3.600 PSI AT 28 DAY COMPRESSIVE STRENGTH (3,000 PSI FOR SIDEWALKS). CONCRETE SHOULD BE DESIGNED WITH 5 +/-1 PERCENT ENTRAINED AIR. w CN 00 „ RCP PIPE � SLEEVE SHALL HAVE 15 OF COVER. i FL. (OUT )= 706.00 JOINTS IN VEHICULAR PAVING SHALL NOT EXCEED 15 FEET. REINFORCING CAP AND FLAG EACH END CONSTRUCT - STEEL SHOULD CONSIST OF #3 BARS ON 18 INCH CENTERS EACH WAY. 1 TYPE B CONCRETE HEADWALL FURNISH AND INSTALL VERIFY DEPTH OF EXISTING O FL.= 710.00 DOUBLE 4" WIDE SOLID PIPE PRIOR TO CONSTRUCTION � ! YELLOW STRIPE I i r ! I i PAVING NOTES: + I D I ° D CONSTRUCT 5' WIDE d" — r- — — z !cncn : 0 FURNISH AND INSTALL CONCRETE SIDEWALK I I FOR B"" PAVING AREAS AND AFTER FINAL SUBGRADE ELEVATION IS ACHIEVED. THE EXPOSED SURFACE OF THE PAVEMENT SUBGRADE I 4" WIDE SOLID WHITE STRIPE I (CONSTRUCT 5 WIDE CONCRETE SIDEWALK 80IL PERCENTLD BE HHYDRATEDRLIMEOTO A (BYY DRYYEPTH SOILOF LEAST WEIGHT) 6ININCHES WITTHWITH CONFORMANCEMIXED AND CROSS HATCHING J TXDOT ITEM 260. ASSUMING AN IN -PLACE UNIT WEIGHT OF 100 PCF FOR THE I-- .._.. .._ ._.. ° -------------------------------- CONSTRUCT C BARRIER PAVEMENT SUBGRADE SOILS. THIS PERCENTAGE OF LIME EQUATES 70 ABOUT OUT W ----------- _ ` i' _ '� •FREE RAMP 36 LBS OF LIME PER S0 YARD OF TREATED SUBGRADE THE ACTUAL AMOUNT OF LIME REQUIRED SHOULD BE CONFIRMED BY ADDITIONAL LABORATpRY J to TC 709.75 TC 709.92 II \ TESTS (ASTM C 977 APPENDIX XI) PRIOR TO CONSTRUCTION. — — — I - n X. L E D R D A VDN U D GT 709.25 GT 7Dg 42 \- _ - " -- *NOTE: THE CITY SHALL BE PRESENT FOR THE FIELD LIME SERIES TEST AND THE TEST RESULTS SHALL BE SUBMITTED TO THE CITY FOR REVIEW PRIOR TO J U- O W NO CURB N m m � TC 709.75 GT 709.25 CONNECT TO EXISTING ST [ NG LIME APPLICATION. Cn z O z ��" CO FU TORE 120' R. 0. Vl/ + CONCRETE PAVEMENT - --__ IT IS REQUIRED THAT LIME STABILIZATION PROCEDURES EXTEND AT W NZ� FURNISH AND INSTALL CONSTRUCT DOWELED JOINT __ LEAST 1 FOOT BEYOND THE EDGE OF THE PAVEMENT TO REDUCE EFFECTS OF SEASONAL SHRINKING AND SWELLING UPON THE EXTREME EDGES OF J O ___I 00 1 TYPE III BARRICADE O 17+00 N TC 710.25 0 I O GT 709.75 I I1 ., _ D C R E S ROSSINO _ - - THE PAVEMENT. THE SOIL -LIME MIXTURE SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY C) Q _ - - - -`- --+-==—=—=—=--_+-_ MATCH EXISTING 1$,0 n _--- CONSTRUCT BARRIER FREE RAMP nn �'V' C I (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE DENSITY. C� z Q CONCRETE PAVEMENT --- -�- - -'01 40 72400 ' LTD z __ D' �. 0 77O38D O Q Q FUTURE PAVEMENT i C7 FURNISH AND INSTALL[--- --__ C C T. I — X z 5 (B OTHERS) � O �o TYPE III BARRICADE - _ R' i U Q W Q L ^^ C7 I =� 300' TRANSITION ! z I 0. 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I --------- I I --------- I ... � J J I — -)... I----------------------- '.�1 - I ;. �. T J----..J.-I-I- -----------------� ..1..1... I. I-------------------I-----------------------I----------------------i-----------------------I-----------------------I------------ I t.1.1.....---C-.1-.�...1.1..J.... I i I ...1-1-J-1- -------I-----------------------I------------------I I I .. L.�.1.l.....I--I-I-L....1..1...710 I --- —� -I-.�.. -1- t 4 - —� 71 0 7 0 5 —� _I--Lt- —I �— 705 15+00 18+00 —100 —75 —50 —25 0 25 50 75 100 —1 00 —75 —50 —25 0 25 50 75 100 0 Z O Lf, wa 0 Z SH 7C2.37 \188-097 LEONARD X-SECTIONS.dgn 1/31/2017 8:38:58 AM NOTES: 1. NOT ALL DETAILS THIS SHEET MAY BE USED FOR THIS PROJECT. 2. THESE DETAILS ARE FOR ON -SITE USE. DETAILS FOR PUBLIC IMPROVEMENTS SHALL BE PER CITY/TXDOT. CURB RAMPS NOT IN THE PUBLIC RIGHT-OF-WAYS ALL CURB RAMPS THAT ARE CONSTRUCTED. RENOVATED. MODIFIED. OR ALTERED. BUT ARE NOT IN THE PUBLIC ROW MUST COMPLY WITH 2O12 TAS AND ANY CURB RAMPS PROVIDED SHALL BE IN COMPLIANCE WITH 2O12 TAS SECTION 406. PROVIDE TRUNCATED DOME CONCRETE PAVERS (2% MAX SLOPE) \ CURB SLOPE O O SLOPE 12 1 MAX. 12 : 1 MAX. OOOO TAPERS i' TO 0" 6' 5' 6' CURE 6" PLAN VIEW N.T.S. 6' 5' 6' TOP OF CURB SIDEWALK j ...(TYPICAL) F GUTTER _..---__....... _____............. -- - ............. .............. ............ .....":_""`.--------___........._--------........ ................. •-" : DOWEL BAR 12" 3 DOWEL BAR 12" •....-------------------------�.- � LONG 0 12" O.C. TAPERS LONG 0 12" O.C. (CONCRETE CURB � GUTTER) TO 0" ELEVATION VIEW N.T.S. A.D.A. RAMP DETAIL N.T.S. Note: Curb shall be stamped with a 'W' or 'S' (2-min.) at water and sewer service locations - 8 An approved white piq mented 2 curing compound shoff be applied 2" R 1/2" R to the surface of the curb as a soon as it has been poured e°3• : and finished. 4" R a". 4- a ° 4 e - a • 3" 6 TYPICAL SECTION MONOLITHIC CURB W T.S v SAWED GROOVE HOT POURED RUBBER JOINT SEALING COMPOUND 1" MIN. N FIRST POUR no SECOND POUR 4- ° > 0 Q ° v O v O •3 BARS ON 18" LAP BARS 30 DIA & TIE CTRS. BOTH WAYS (SEE NOTE) CONSTRUCTION JOINT N.T.S. •3 BARS ON 18" SAWED GROOVE CTRS. BOTH WAYS (SEE NOTE) 1/2" WIDE VERTICAL SAW CUT HOT POURED RUBBER JOINT 1/8" TO 3/16" WIDE SEALING COMPOUND HOT POURED RUBBER JOINT SEALING COMPOUND N T/4 \ 0 aLF N \ \ r 0. 0 ° NOTE: SPACE AT 5'0.C.MAX FOR KEYWAYJOINT •3 BARS ON 18" SPACE AT 5' C. MAX FOR SPDAV PAVING KS (FOR PAVEMENT THICKNESS > 6") CTRS. BOTH WAYS N.T.S. (SEE NOTE) SAWED CONTRACTION JOINT N.T.S. NOTE: ALTERNATE REINFORCEMENT •4 BARS ON 24" CTRS. BOTH WAYS. 24" •6 SMOOTH DOWEL 16" DOWEL COATING HOT POURED RUBBER JOINT �3/4"± 1 1/4" MIN. CLEARANCE SEALING COMPOUND 1" MIN. 11" 2" F MI ITRANSLUCENT DOWEL SLEEVE 17 (CLOSED END TO FIT DOWEL & ° 0 ° BE SECURED) TO BE INSTALLED 0 0 0 0 2' C-C. REDWOOD EXPANSION DOWEL SUPPORT SHALL BE OF A JOINT FILLER METHOD APPROVED BY ENGINEER EXPANSION JOINT (SPACED 200 FT. MAXIMUM; LOCATE AT STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S) N.T.S. X Y SLOPE - Y:X WHERE X IS A LEVEL PLANE ADJOINING SLOPE SHALL NOT EXCEED 1:20 ADJOINING SLOPE SHALL NOT EXCEED 1:20 WALK STREET MEASUREMENT OF CURB RAMP SLOPES N.T.S. CURB FLUSH WITH GUTTER F kCE OF CURB .. -� .Oi .. : r .' :�iAGR •OF PCURB" . ' 0000VI-10 ON EXPANSI N. JO)N7 :a.'• SLOPE ON 1:10 (� 3 0ORUSW.r1N15 °• ' E R�;MDR; 5'�.HICK OE o0 PROVIDE TRUNCATED DOME CONCREEO UPAVERS 0 0_ SIDEWALK RAMP TYPE 4 WITH TYPICAL SCORING PLAN N.T.S. 4" PORTLAND CEMENT CONCRETE SIDEWALK, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S,I.0 28 DAYS 6- AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. REINFORCIN NG OF SIDEWALK SHALL BE M. °3 BARS 0 18" 2.0/. MAX. CROSS SLOPE CENTERS EACH WAY. J. 5$I'�THICgKpEC p0 ACTED 3/4" PRE -MOLDED EXPANSION JOINT MATERIAL STANDARD PROCATOR S/ COLORED DEEP FIELASTO ERIC SEALANNAL SEALANT TO BE T (SONNEBORN URETHANE SEALANT NP-2 OR APPROVED EOUAL) TYPICAL SIDEWALK SECTION - ADJACENT TO CURB - WIDTH VARIES N.T.S. NOTE: EXPANSION JONTS AT ANY DIRECTION CHANGE AND °0'MAX IMUM ON STRAIGHT RUNS. JOINTS TO BE 4" PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL CONSTRUCTED IN ACCORDANCE WITH DETAILS THIS HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S.I.0 28 DAYS 6- TYP, SHEET.SIOEWALK WILL BE SCORED OF FLAGGED AT AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. 5' INTERVALS OR N ACCORDANCE WITH APPLICABLE REINFORCING OF SIDEWALK SHALL BE MN.•3 BARS 0 18" 5T=ANDS OF THE CITY. CENTERS EACH WAY. -III—I 2.0/. MAX. CROSS SLOPE I- I— 1=III=III=' 'I— — ." .-. . '� . .... .. .. �`. .: _ ... .. ' ... .III-1i1=III-1i'- TYPICAL SIDEWALK SECTION - WIDTH VARIES g THICK COMPACTED 6LT.q. SUBGRADE TO MN. 95X STANDARD PROCTOR 1:20 � MAX. SLOPE x O S2 x — fn x LIJ DOOR LEAF +4 PATH OF TRAVEL O T PRECAST CONC. WHEEL STOP, 6'-0"X10"X6" ° 12'' LONG X '/2'' a ° STL. RODS, 2 PER STOP a. 'e CONC. WHEEL STOP N.T.S. 21/4" 1:50 1:20 a PATH OF MAX SLOPE MAX SLOPE TRAVEL O LO T 1/4" 2114" 1:20 4 MAX. SLOPE PATH OF TRAVEL NOTE: GRADES SHOWN RELATIVE TO FINISHED FLOOR. TYPICAL GRADING AT PEDESTRIAN DOOR SCALE: N.T.S. 1:50 = .24" : 12" 1:20 = .60" : 12" 1:10 = 1.2" : 12" HANDICAP SIGN PROVIDE ONE VAN SPACE PER GROUPING 47CURB_ 1" DEEP FINAL SEALANT TO BE NEUTRAL COLORED ELASTOMERIC� SEALANT (SONNEBORN URETHANE SEALANT NP-2 OR APPROVED EQUAL) COMPACTED NATIVE MATERIAL F.F. VARIES - SEE PLAN CONTINUOUS SEALANT ALONG UILDING OVER 1"X4" �4" THICK PREMOLDED OR RED WOOD EXPANSION JOINT MATERIAL SEE ARCHITECTURAL PLANS FOR TYPICAL GRADE BEAM/ SLAB AND BRICK LEDGE DETAILS SUBGRADE UNDERNEATH FLATWORK NEXT TO BUILDING /\�• (THIS SECTION NOT TYPICAL) SHALL BE PREPARED PER GEQTECHNICAL REPORT AND SHALL CONSIST OF 1 FT OF EX I ST OVER MOISTURE LIMESTONEI T ISOILS OOT0 BENCOMPACTOP TEDHPERATERIAL \N GEOTECHNICAL REPORT AND AT MINIMUM TO 95% STANDARD PROCTOR. TYPICALT T SIDEWALK ADJACENT 0 BUILDING N.T.S. 6" SEE PLAN 6" 6" CONCRETE 112" RADIUS 6" TO 12" (VARIES) a a d ° 'n COMPACTED 93 BARS ON 18" C—C- SUBGRADE EACH WAY CONC. FLUME SECTION N.T.S. 1/2" BENT PLATE WITH 1/2" X 5" 2• HEADED STUD AT TOP OF CURB 1 /4" 12" OC 1 / 4 1 /4" BENT PLATE i :::: 1/2 WITH 1/2" X 5" b. HEADED STUD AT 12 OC BOLT DOWN PLATE WITH 2 - 3/8' X3' LONG STAINLESS STEEL BOLTS, COUNTERSINK BOLT HEADS (D CORNER DETAIL I N PLATE, NOT TO SCALE 2" THICK CORROSION RESISTANT STEEL DIAMOND PLATE EACH WAY I 6 I_ 3 o. o o v 12" 93 BARS ON 18" C-C 'o o 6" 4" THICK CONCRETE OVERFLOW SWALE (UNREINFORCED) CONC. SIDEWALK CROSSING SECTION N.T.S. PROVIDE TRUNCATED DOME CONCRETE PAVERS PER ADA SECTION 1108 DETECTABLE WARNING SURFACE T MAXIMUM 1:50 CROSS SLOPE �— MAXIMUM 1:12 SLOPE AXIMUAII 1:50 CROSS SLOPE STRIPE AS PER T.A.S. TYPICAL HANDICAP PARKING SPACE FRONT OF BUILDING -NOTE: RAMPS TO BE PAINTED CONTRASTING COLOR 6" DIA. STEEL PIPE BOLLARD FILLED WITH CONCRETE PAINTED YELLOW PROPOSED PAVEMENT BOLLARD DETAIL N.T,S. IU IU 8' OR 20' 8' OR 20' 4" SOLID WHITE STRIPE (TYP.) TYPICAL PARKING STRIPING DETAIL (n r� or 0 w CD (V Q OD Z Q CD UUn X:CD00 V x CDa H ZD Q 0 00 v CO Cn J CV Z J CD ' oCc M Cr J X LJj Z U LJ- J 0- x CO U) of ul CD CD � C0 w W Q Z w (V Z C, - LD > T� Z J 0 w co CO O J a LU w w z U Z = CD w = U d Z CD CD Qr Z DO w � J U � J 0 Cz`� \ O J = CL U 0 z C0 X cr U Qw � z~ wz U) z z JQ O w U Q LU z Q U) J_ Q Uj \z_ N.T.S. #3 BARS @ 18 C—C EW Azz •. •` r ry ' -' *+ VAR I ES ';EIT.FI.14, I�SI�F��I]I�° 10 P I L 0 T CHANNEL DETAIL SCALE 9 N e T e S e 8.12.16 NOTES 1) CONCRETE SHALL BE 3,000 PSI @ 28 DAYS 2) SEE PLANS FOR FLUME WIDTH 2 LJ 2 O z 01 W 0 O O m LL z 0 I 1V Z �n 00 L N, U I � W1 Z Cr UJ 0ZW UJ 3 U X U R m M- V) z LaJ W Z zj POST, TYPICAL 0 p UJ 10 p U PROVIDE CAP FOR SIGN 12"X18" SIGNLLJ RESERKO PAW p IN SARGENT-SOWELL,INC. SIGNS 09X345 AND VAN .cassia � • 09X622 (BOTH BLUE m AND WHITE ALUM. NON REFLECTIVE) W 2 %" DIA. GALVANIZED STEEL SIGN POST, O SA -SO 03-098 0 z_ N " DEEP CONCRETE FOOTINGS CONCRETE CO (y) z to 0 TYPICAL A.D.A. PARKING - ° SPACE SIGNAGE DETAIL Cn N.T.S. Q �az SHEE 188-097 PAVING DETAILS.dgn 12/15/2016 2:45:02 PM C2.38 --- i SIIL tiM" ASPH "X" SET IN CONC. / I ELEVATION=712.83' I D �F871 - - - - - - - - - - - - CONIC N P------ SSMHCL Ts --------------- - - - --------- - - ---------------- I SCALE 1" = 40' cn '""� �° PROP o , » •._..G'RVEL_.._.._.._.._ - - - - - --- ----------------- -------------------------------------------------------------- - - i o Zo ao 80 - -�---- -------------- - zCN of SIDEWALK ...................................... V � C PRO _ - � of � - °E._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ - - - - - - _.._ .._.._.._.._. ._.._. APPARENT .._.._.._.._.._.._.._.P_sPH_ i O Z o - co o -�E- 40 �•_„_.. .._.._.._. X 00 AP D 7'. '36" I'; I j I = 30.00' _ CONSTRUCT STD. 10' CURB INLET °� - TOP OF CURB= 717.20 - -oE CONSTRUCT STD. 10 CURB INLET TOP OF CURB= 715.00 _ - � - - - I ! °� - - -- �1 - -- - I 30 CMP lul R Q V) Z o c, ^ ' HB N 84°31'31" E I I ! I 127.56 L.F. 18" DIA. RCP STORM DRAIN PIPE 68.92 L.F. 18" DIA. RCP CONSTRUCT SLOPING �L W(IN)=710.70' J 0 _J HD CONSTRUCT STD. 10' CURB INLET I ': I = I TOP OF CURB= 719.10 18" FL.= 713.91 _ STORM DRAIN PIPE 18" FL.= 711.50 CONCRETE HEADWALL 18" FL.= 711.00 ♦ FIB E(OUT)=710.39 D W Q J Z = Q - 1 30.30 L.F. 18" DIA. RCP STORM DRAIN PIPE I I I I I ! SEE STORM DRAIN (n < oc 0- o j I 18" FL.= 715.86 FURNISH AND INSTALL FURNISH AND INSTALL 1 - 27"x8" TEE 1 - 27"x8"TEE �. i I I PLAN AND PROFILE Z I o- � Z o ml 33 L.F. 8" HDPE STORM DRAIN PIPE 31 L.F. 8" HDPE STORM DRAIN PIPE °I II Q CONNECT TO BUILDING STORM DRAIN CONNECT TO BUILDING STORM DRAIN O zo^ ' I FURNISH AND INSTALL' FURNISH AND INSTALL FURNISH AND INSTALL FURNISH AND INSTALL 20 L.F- 6" HDPE STORM 20 L.F- 6" HDPE STORM 20 L.F. 6" HDPE STORM FURNISH AND INSTALL 1- 8 x45 BEND - - i I I TYPICAL FRENCH DRAIN SECTION , U z J J m a w z o 58 L.F. 6" HDPE STORM 0 8 FL. = 712.83 j THE RECOMMENDED DRAIN SECTIONS CONSISTS OF A GEOTEXTILE FABRIC WRAPPED z _ PIPE - CONNECT DRAIN PIPE - CONNECT DRAIN PIPE - CONNECT DRAIN PIPE -CONNECT I PERFORATED PIPE SURROUNDED BY GRAVEL. WHICH IS ENCASED WITH A GEOTEXTILE 0- TO BUILDING STORM GRAIN TO TO CANOPY DRAINS _ TO CANOPY DRAINS TO CANOPY DRAINS l SEE STORM DRAIN ! FABRIC. AN IMPERVIOUS SOIL (LOW PERMIABILITY) SHOULD BE PLACED AT THE TOP o - I DEFLECT FRENCH DRAIN OUTFALL PLAN AND PROFILE I 1 I OF THE TRENCH AS SHOWN ON THE TYPICAL SECTIONS SHOWN THIS SHEET. THE Z ------7------------- ----- -_ -_ _ _ - - - - - TO PASS BELOW STORM DRAIN LINE I 1 I COLLECTION PIPES SHOULD CONSIST OF EIGHT (8) INCH DIAMETER FABRIC WRAPPED 00 - _- - --- -- ------ ---- -_ _-_ _ -_-_ -_ _ _ I (SOCK) PERFORATED PIPE. TO AVOID PIPING LOSSES INTO THE COLLECTION PIPES. _-_- - -- ------ -------_--------_-_-_-_-_-_-_-_- -_- -- --- I I THE GRAVEL DRAINAGE LAYER SHOULD CONSIST OF ROUNDED, RIVER RUN GRAVEL OR U I - - LIMESTONE WASHED ROCK MEETING THE REQUIREMENTS OF ASTM C-33 FOR COARSE AGGREGATE. CRUSHED MATERIAL IS NOT RECOMMENDED. THE GRAVEL SIZE SHOULD � `'� y0 y0 y0 y0 `'0 y0 y0 yg y0 y0 y0 I FURNISH AND INSTALL I i I RANGE FROM 1/2 INCH TO 3/4 INCH. IN ADDITION. THE GRAVEL SHOULD HAVE A 3 L.F. 6 HDPE STORM I PERMIABILITY OF 1X10-2 CM/SEC OR GREATER. THE GEOTEXTILE ENCASING THE PIPE DRAIN PIPE - CONNECT TO CANOPY DRAIN $" FL.= 711.00 ! I AND GRAVEL SHOULD BE A MINIMUM 6-OUNCE NON -WOVEN GEOTEXTILE FABRIC. THE $" FL.- 716.65 I I FURNISH AND INSTALL of I 1 GRAVEL EMBEDMENT LAYERS AROUND THE PIPES SHOULD BE SEPARATED FROM THE ass..z',4.5 120 L.F. 12 DIA, HDPE ___`�, FURNISH AND INSTALL i I a< - IMPERVIOUS PROTECTIVE COVER SOILS WITH A MINIMUM 6-OUNCE NON -WOVEN / 5.5 FURNISH AND INSTALL SD FURNISH AND INSTALL " " " e I STORM DRAIN PIPE I 334.00 L.F. 8 DIA. SOLID I 1 I GEOTEXTILE FABRIC BY FOLDING OVER THE TOP OF THE FABRIC (OVERLAPPED) / CONSTRUCT TYPE B 314.00 L.F. FRENCH DRAIN 1��- 8 x8 x8 WYE FL.= 715.63 FURNISH AND INSTALL PVC STORM DRAIN PIPE - I j SURROUNDING THE GRAVEL. THERE SHOULD ALSO BE APPROXIMATELY TWO (2) FEET CONCRETE HEADWALL $ LINED WITH FILTER FABRIC 1 - 12"x6"x6" TEE I @ 0.40% MIN. of IMPERVIOUS SOIL PLACED AT THE TOP OF THE DRAIN SYSTEM AS SHOWN ON THE „ I 26 L.F. 18 DIA. RCP DRA7N6p50E 18QRMFL. �� so AND 8 DIA. PERFORATED PVC STORM DRAIN PIPE 0.40% ,a " 13 L.F. 6 HDPE STORM I I 1DRAIN"L . PIPE 14. CONNECT TO CANOPY DRAIN I i I 1 I TYPICAL SECTION THIS SHEET. GROUND SURFACE TOP OF GRAVEL 12" J 1 - I 1 4-So FURNISH AND INSTALL ,s ( FURNISH AND INSTALL I 13 I ! I I 1 BELOW FINISHED GRADE 2' +/- z 0 O L.F. 6" HDPE STORM I Q -CONSTRUCT STD. 3' GRATE INLET 169.00 L.F. FRENCH DRAIN 8"S0 717 DRAIN PIPE - CONNECT TO CANOPY DRAIN I j = z TOP OF GRATE= 718.50 8 FL.= 717.00 LINED WITH FILTER FABRIC 5 I FURNISH AND INSTALL - �� 127 L.F. 18 DIA. RCP AND 8" DIA. PERFORATED PVC ( 3 L.F. 6" HDPE STORM I U) J STORM DRAIN PIPE STORM DRAIN PIPE 0.40% MIN. 4 DRAIN PIPE -CONNECT TO CANOPY ' DRAIN I i o � z 18" FL .= 716.05 } CONNECT TO BUILDING STORM DRAIN ! I " j / F ILTER °O ° ° FABRIC 0 - Q OC X z I \ 8" FL.= 717.00 ( e FURNISH AND INSTALL - I o° o o C�ooO Cl°°oop ° Q W - o 00 112 TO U Q 24 L . F . 6" HDPE STORM TO I „" \ 3 /4 GRVL . z Ir DRA IN PIPE - CONNECT ROOF DRAINS SEE PLAN STORM DRAIN j I PROF z S °°0 g °°O gQQO °`d w AND ILE I I a°o o J z J 1 I ELco \ W z �- w i I w ° O ° O ° O aQ o 0 0 °° w �� °O �O z W Q o� CONNECT TO a"so �,�.s r 8 FL. = 716. 72 FURNISH AND INSTALL CONSTRUCT STD. 10' CURB INLET 1 I N FABRIC WRAPPED ° ° „ O ROOF DRAIN 4 L.F. 6" HpPE STORM TOP CURB= 715.90 I ; o o ( SOCK) 8 DIA. U o o „ "so � 5 N u, 8 FL .= 716.64 DRAIN PIPE - CONNECT TO ROOF DRAIN 4 88.24 L.F. 18 DIA. RCP CONSTRUCT SLOPING 1 I I ��� O PERFORATED PIPE Q � „ 8 FL.= 717.25 � FURNISH AND INSTALL STORM DRAIN PIPE CONCRETE HEADWALL I 1 I \ 0 w z Cn 8" FL.- 717.25 16 L.F. 8 HDPE STORM 18" FL. 712.90 18" FL .= 712.25 o 1 0 o o �o, I- z FURNISH DRAIN PIPE - CONNECT TO ROOF DRAIN I I = 1 I I co Q AND INSTALL I FURNISH AND INSTALL 1 224 L . F. 12" DIA. HDPE 6"SD 717 5 208 L.F. 12" DIA. HDPE I ' STORM DRAIN PIPE 6'S° "' S I STORM DRAIN PIPE - I I ' I o ' FURNISH AND INSTALL - - - - - - - - - --- -- I TYPICAL FRENCH DRAIN SECTION FURNISH AND INSTALLS SEE DE T AIL A 197.00 L.F. FRENCH DRAIN LINED WITH FILTER FABRIC FURNISH AND INSTALL 583.00 L.F. FRENCH DRAIN LINED WITH FILTER FABRIC ' I $ FL.= 715.93 AND 8" DIA. PERFORATED PVC STORM DRAIN PIPE 0.40% MIN. 35 S.F. BONDED ROCK RIP -RAP FRENCH DRAIN DETAIL AND 8" DIA. PERFORATED PVC 8" FL.= 716.23 I FURNISH AND INSTALL FURNISH AND INSTALL I STORM DRAIN PIPE 0.40% 1 - 8"x8"x8" TEE 1 - 3' GRATE INLET ! I N • T S. • I I 8" FL. = 714.66 j GRATE ELEV.= 717.70 I j O 48 L.F. 12" DIA. HDPE STORM DRAIN PIPE I ( 8 FL.= 714.97 I 12" FL.= 715.94 . I 11 war* FURNISH AND INSTALL ------- ----------- ---- � � 1 - 18 x15 x12 WYE I I FURNISH AND INSTALL FURNISH AND INSTALL 1 - 12"x90° BEND „ FUTURE 12 FL.= 716.88 , � 12" FL.- 716.45 I o 15" FL.= 716.30 FURNISH AND INSTALL I ART) 18 FL.= 716.30 „ FURNISH AND INSTALL 1 18 x12 x18 WYE CONSTRUCT SLOPING 30 S.F. BONDED ROCK RIP -RAP I ! I to In ...�, _. �� '�.•_�' w Its .. f PLAYGROUND 138.23 L.F. 18 RCP STORM T F DRAIN PIPE @ 0.40% - FURNISH AND 12" FL.= 715.75 371.45 L.F. 18 FL.= 715.75 INSTALL 8" DIA. SOLID CONCRETE HEADWALL �� I I ' ' ' - - E]xN 14. IaI%RILI:M • . *�+ I PVC STORM DRAIN PIPE 8 Fl . = 713. 00 I 1 I� I` �•" �•" •' ", tF} ',10 3 .; "•oe FURNISH AND INSTALL @ 0.40% MIN. I FURNISH AND INSTALL I I T,� ;':. #�,,, ,. I RCP STORM I ( FURNISH AND INSTALL DRAIN PIPE 0.40% I L_ - - - - � - 125 S.F. RIP -RAP BONDED RACK I i I V) V) fLar L,sr�E � � 1 - 18"x45° BEND I � � _ i I I FURNISH AND INSTALL x ' I i 18" FL.= 716.21 � / _ / _ I � GO 27 L.F. 8 HpPE STORM PIPE - CONNECT TQ/27 8-12-16 'i- i //-� ���� ���_ i I FURNISH AND INSTALL�=�==_AIN --1 ���_ ���_ III I IOII I L . F. 8" HDPE STORMfill,� ROOF DRAIN ' F_ -- ----- / / DRAIN PIPE - CONNECT TO i�� _==-JII ROOF DRAIN III - FURNISH AND INSTALL L . SMALL AREA DRAIN _ 1 1 - /---III _ ' OF G ATE I'I TOP R = 719.66 i�l 0 � 0 x w CO x o� - - - - - - - - - - - - - - - / I i 15" FL.= 716.74 o .uj Woo - - - - -/ pp - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - / - - - - - -' SEE STORM DRAIN I i I ' FURNISH AND INSTALL Iji FURNISH AND INSTALL I II ' o � W 1 - - SEE STORM DRA I N PLAN AND PROFILE PLAN AND PROFILE - i I ' 20 L.F. $" HDPE STORM 20 L.F. 8 HDPE STORM II I I'I DRAIN PIPE - CONNECT TO I, III DRAIN PIPE - CONNECT TO W U _ Z 3 o Y u w cr a Z m x U T II I ' ROOF DRAIN ili ilI ROOF DRAIN 0 o 0 o U W Z I FURNISH AND INSTALL II j I'I ' i I ' SMALL AREA DRAIN Ili ' FURNISH AND INSTALL ' w GUTTER DOWNSPOUT I I SEE STORM PLAN AND DRAIN PROFILE ! I LI� TOP OF GRATE= 719.58 ilI I 71.5 L.F. 15" DIA. HDPE 15" FL. 716.66 Ii I STORM DRAIN PIPE a BUILDING ! I I ijI it WALL I FURNISH AND INSTALL ' SMALL AREA DRAIN r m TOP OF GRATE= 719.50 �I I ili 15" FL. = 716.59 I AIR GAP 1 I III IlI FURNISH INSTALL ' FOUNDATION li I lil AND ' NOTE' SMALL AREA DRAIN =======-=J STORM DRAIN EMBEDMENT SHALL BE NCTGOC j I TOP OF GRATE= 719.42 v CLASS "H" FOR SANITARY AND STORM SEWERS. 15" FL. = 716.52 ' v CONTRACTOR TO PROVIDE ADAPTERS AS II REQUR I ED TO TIE DRAINAGE TO PLUMBING �' 11-==--------- /\\/ COMING FROM BUILDING (REF MEP) ' FURNISH AND INSTALL -------- "x "x " \\/\\/\\/\\/\\/\\/\\ 1 - 18 15 12 WYE 12 " F L = 716.4 5 z . 15" F L . = 716.3 0 ALL STORM DRAIN WITHIN SCHOOL PROPERTY TO BE (PRIVATE) . 1$" FL.= 716.30 ' HDPE OR PVC PIPE ALL STORM DRAIN WITHIN R.O.W. (LEONARD DRIVE) TO BE PUBLIC Q ROOF DOWNSPOUT BOOT AND SHALL BE RCP. T D E A I L A DRAIN LINE CONNECTION DETAIL N.T.S. SHEE 2.40 N.T.S. ew.������������������������������� \188-U9/ 51 UKM NLAN.dgn 1U/31/1Ulb 9:34:U3 AM STA. 0+07.00 BEGIN SCALE 1'' = 40' N U _ Q DETENTION POND OUTFALL o zo ao so 0a ELI N 0 CONSTRUCT TYPE B co LLJ FURNISH AND INSTALL CONCRETE HEADWALL �z p Z o Q 00 00 U 70 S.F. BONDED ROCK FL. = 709. 73 X , Q RIP -RAP � � STA. 0+21 .63 'ON �300 a m z N CN o J `,' F u 0 o Og�OLL000tZL0t IOZ NOTES: � _ _ - _____ I w ----------J FURNISH AND INSTALL 0 o -- i j z 2 --21 "x45° BENDS FL . 709. 78 S�Il��dO�d N'd��VH 1) ONE LANE OF TRAFFIC MUST REMAIN Q Q Of Z _ Q STA. 0+07. 00 BEGIN ! � 669 l.C.C.d.d -0d `Z8L -�0A STA. 0+37. 96 END ��� ��� O9� OPEN DURING CONSTRUCTION. Ul m 0- o STORM DRAIN LINE E ! J EXISTING 30"DIA• 1N� STA. 0+40.00 END 1Cbd STORM DRAIN LINE B 2) ALL PIPING WITHIN R.O.W. SHALL BE d Z ' � Z CD N CONSTRUCT TYPE B - - C.M.P. TO BE REMOVED - DRAIN LINE A CONSTRUCT STD 10' CURB INLET RCP. ALL PIPING ON PRIVATE PROPERTY w - CONCRETE HEADWALL ! - - - - - -STORM CONSTRUCT STD 10 CURB INLET - - - - - - - - - ------FL.= TOP OF CURB= 714.38 718.28 -------------- SHALL BE PRIVATE. 0 Q Z w m w FL.= 709.76 TOP OF CURB= 715.25 0 Q W o I ��" I __ _ FL . = 71 2 . 40 C --- w U cn Z n I m M o a I i X (A PPf�Ef 4 C! Lp o M. Zcn- N x 0 30 30 _ . _ w00 - 30 30 30 30 - 30 30 30 ~ J ___STA. 0+88.36 END ! nn -------- ---------------I-�-t-- 30 30 >3 - Q U STORM DRAIN LINE E - - ~ '_"" -••_•_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ x - - - - - COD CONSTRUCT SLOPING ._.._ FURNISH AND INSTALL _ _ _ _ " " " " " " �•-••_'•_"_"_""""-"-"-••-•• _ CONCRETE HEADWALL � �� - - - - - - - - - - - - - -------- o � 40 S.F. BONDED ROCK � .._.._.._.._.._.._.._.._.�-• _�. _.._.._.._. ............... ._.. FL. = 71 0. 05 I - RIP -RAP - - - - - - - - - - - - - - - - - - FURNISH AND INSTALL ! ! ,� STA. 0+00. 00 BEGIN STA. 0+00.00 BEGIN I -�<- ----- 35 S.F. BONDED ROCK ! ! I STORM DRAIN LINE A = _ _ _ _ _ STORM DRAIN LINE B I I O J RIP -RAP ' ' CONSTRUCT SLOPING - -___- - CONSTRUCT SLOPING I CONCRETE HEADWALL CONCRETE HEADWALL I J O STA. 1+20.75 FL.= 712.00 II FL.= 714.00 Q O CONSTRUCT DETENTION POND STA. 1+37.51 END FURNISH AND INSTALL �--- J = 06 OUTFACE STRUCTURE DETENTION POND OUTFALL i 35 S.F. BONDED ROCK I I WCU Qm W J ( SEE DETENTION POND PLAN) CONSTRUCT SLOPING I I RIP -RAP = --X --I- -I ----- - _ _ � - LL. FL. (IN)=-710.20 FL. (OUT) 710.15 CONCRETE HEADWALL I I 1 1 / / I' �� T�I� I I II I �� _T77 I O � Q OC X co LL,O FL .= 71 0. 25 i I I ,I - x-�-I-xl I I I I I � Z OC w� i I 1 1 I� I I I U Q W �~ - W J ; ��? I � 1 1 I x I I II I I LZu< zQ �� Q ; I ! 1 1 I I I I III II �Z QQ u I I I 1 Ij I I I� I I I I I Lu c� U ! 1 I I ��II-I-LL_LJJII _I_I �- -LI1-1 ZO w a 0 O� I + I I I ---- T- -------x------ Z o I , I �-� __ ----------- _ ____. U Q Q W Z �a_ ------ ------- Z CIS Q O0� z 00 i i I ! j I / l i I I Lx__ U x Q-- n� STORM DRAIN LINE E D E.E. TENTIO POND UTFALL STORM DRAIN INE A STORM DRAIN INE B -------------------- ............................ (PUB.LI ..... L.LN.E)............................. ---------------------- ---------------------- ............. (PU. 3LI-C ----LI.N ) ................... ------------.. -------------- ---...........(PUBLIC.... LINE).................. .............--------------------------------- ---.............(PUBLIC ....LI -E) ......................................... .............................................. .. .............................................. ............ .............................................. ............. __ ---------- ............................. _...................................... .............................................. .............................................. ......................... .......... ................................................. It.................................................................................................................. " " " 2 24 RCP 1 - 4 RCP 15 RCP 18 RCP 1 0 00 46. 6 F C S 1 0 00 28 C FS / 1 0 00 7.4 F C S 1 0 00 7. F 8 C S I �__ Q 1 R P SF = 0.0106 FT/FT SF = 0.0153 FT/FTSF = 0.0050 FT/FT r_ S F _ 7 FT 005 / T Q ,. CJ•J J`f .� 0100 = 3.7 C F S ---------------------- -------------------- V 7. 4 FPS ......0�.85.........................VH.._...1.:.2.3.,.................------------- V = 8. 9 FPS V = -------. 4. 2 FPS ---------------------- ---------------------------------------------- --------------------------............�.�....................VH M. u �o V 4. 5 FPS --------------- _ I , _I 720 F = 0. 001 FT/FT FPS o VH rn rn = �.H..._..0...2.7.,...---- - Ln - � CD L7 = 0.3.�....... 720 8 2 6 V= 2. 1 VH = 0 08' rn 100 YR HGL � � ...................... ......................... -C F S N � 100 Y HGL ........ .................... '` '` .................................. .......................................... ........ ..................... ............................................................................ ............ .......... ....................... .............................................. ........................... ........ .... ........................... .................................. ------00..YR..WS..7.1.5 .... . - o I o N Y m Y Wcl: ct W W O ko to U N --- -'-- - .. 1 0 YR HGL '� 7. PROPOSE 0 OSE M O U W Q W ............................................... - - `-r ____ - ------- ----------------- ---------........--- ------------------. ........................... _ _ ...... 1 2 " WATER ... _ _ ............. LINE _ _ _ _ ..... ................................................. Z Z Lu a ? m T - - ____ i m O W Q N W Q Q U W 2 X U W 2� W Z 710 �J FURNISH AND INSTALL 710 U uj FURNISH AND INSTALL 37.96 L.F. 18" IA. ................................................................................................................ P P 0 OSED . ..........................................................R PRO ....................---................... OSED ...------------. ---...................................... 40 0 ................................................................................................................................................................................................------.............. . . L.F. 18 DIA. RCP C STORM DRAIN S O D I o .......................................................................................... ,,..................... E LI ............................................ E .. INSTAL L.............. . .....R.0 ... S.TO.R.M... DR..I.N .................. .............................................. .................P.I..�...@...�..0.0.%............................................... ...................................... ............................................L..I. N.E...... ...................1.1....7. . F . 4 A . L 2 D I ........................... P..'PE... C... 1...00 0 ................................................................. .............................................. ..................................................................... ........................... ao N oRC STORM DRAIN !........PROPOSED } m URNISH AN INSTALL ) .................... ........... ................ FURNISH AND INSTAL `�� PIPE @ 0.430 ............ 8.36 L.F. 18" DIA. 120.75 L. 2-24" D A. � � P-4.0 C .............................. I V RCP STORM DRA N CL I V RC STORM .D.RA.I r_ N.......�.� r` r` ..... .............................................. ....................�............................ W............... .............................................. ........................ ...................... .... �..........----------------------------- ---------------------- ----------------------------... PIPE @ . 917o PIPE 0. 37% _.._._ ----------------- z ---------------------------------------------- ----------- ------------ c� .................... z ................................................. ------------------ ------............ .... ..... .............. .. ................... .................... ..................... ----- .................. ... z a .......... ............................ ....------........ = ..................... ...,...,.............. .............................................. .............................................. .. ....................................... ...................... .............................. 700 .......... . .............. .. z.... .......... ........................... J ... rr . 700 Q - ...................... ....................... ................ W .... _ w ......................... .......................... _ Z LL F-- J ................................ -1 Z .. O Z L__ ........ _......................... � ..................... .. Z Q _.......... U Lo _.... ............ Q N .............................................. ..... U co ........ m N. ..................... .................... ..................... .............. _ J Wm 0 wJ J 00o :D J �Q C� -W O CC C 0 LnoO Z J - 7it CD J Z J 0. Li 0 Ln W CD J J OJ- W 0 co I z a z z a w a cnz zz 0r z �< wz - a ZZ -� LLJZ'- -'a �..�.. ---------------------- ----------------------- . �.LiJ..�........ ........ W ,_._, ....�........--------- ----------------------------------.........CC] p LiJ..�... Z w.........-------------......li:J � Z (V...�. W O .CL. �..----------------- ------... m ..... ,_.,.CL .�. ..W ... ........ �... .�. - - ------------------- --- ------------------.- ------..... - m �. � � Wes. ... ..----- -------------------- ------------------. -------------------- ------.... of .............................................. _jn n >- d ---....... J Q ...........------ ---------------------- --------............ O zm0 O ... >- Q M '-'00 .......------. ----.... .... Ln F-U0 LLt D. -O ZOO . ......................... O O J Q O JOD :.J. Q O. _JO F. , .. l.. ..-------- -------------------- ------------------- -----------. ---- �... Jo0 .. J. Q. Q0 .Jp ..r._ i I ----- -------------------- ------------------- -------------------- -------.... Z ZHLLJto WO 0CLF-Wr1r) Qom0 QO r-- C) Cr r-- Lf-)WNWIf) OZCn Lai O 0zV)cc0 0ZV)Ld0 p,ZV)copp O Ln r`a�z > v� a 00< r_z� �< o�_VnLd II r_z� oar 0< ::D Oar ...................... ....................... G U w ml .. ......... op CC w 0...--------- ---------------................ O O U Lu..rn.... N ..... X..�................ . .N U..... F" rn O.0 w ........... ------... O CC U w N Q CC U U.N....... .............................................. ............ 0 CC U LLI ;�r r-) CC U..0 .............................. ...................... ........................... LLJ Q ...................... O Z O .... cr w_[1�.... + ........ 0 O .... ..W .fl ............. ......................... + 0 -- Z I- O + QY Lu.r�.... 0 2- O C/)..�_..r- ............... + Z -I W C.C.. J . o 1-- + z. =3 .. T"..F"..[_ -- O LL. r................ ..... O Z + CC w r` 0 O Z CC LL. f........ .............................................. .................... ...... Z + CC Llw r_ 0 O (r.. f..1L.; .............................. ..................... ..................... ..... `� a :�E �__ CC :2 CC Z CC '--' N � Q �-, O Z � CC : G= : O � � cr � � O Z ...................... .......................... Qr V) U Il.... ............ CC ....U-11............. ............................................._ w � U..il.. Z....... 11 ............ ......... ...N...... . LLw v..v-----;..w Cn U..fl................ ......... . CC uo U II . CC Ln .....1�....... .............................................. ........................CC aozz V) U II CC V)....... I1............................... .................................................. 0ZZ aozz a�zz Qo' I az�w a�zz aozz aoz� QOzo_ SHEE 6�OO..J............ F- F- OO........................................................�.wOO.J...� J......J........... ... OZc/1.J J �wOO.J ............... ..... +- r- O O J F- r- O 0 ..J....... ... � � O O J �..0 O.. J ......... _.............. .......................................................... (n U U LL_ V) ,V) U U LL_ V) C] U U L.L. V) LL_ CV LL_ (n U O -- L.L. L.L. V) O U U LL_ (n V) U U LL V) (n U � LL_ V) (n U U LL_ V) N U � LL_ C2.41 0+00 1 +00 0+00 1 +00 0+00 1 +00 0+00 1 +00 \188-097 SDA-R PP1-dnn 10/31/2016 9-30-47 a 1 `" NOTE : ALL ON -SITE PIPING ON PRIVATE SCALE 1" = 40' Ln `� PROPERTY TO BE PRIVATE. 0 20 40 80X O Q co un o 1 X 00 00 l ° 6� IQ°� I 8, ti I O OD n c��oJ� L) Z°yo W z ;-a O I Z orn O I d0000000 00000 p < < 4a c� z O )d X NQQ Z - 1 I - I o c� -----N-z-- �n o o , i I u I V)00 z C, Z STA. ( - )0+02. 50 BEGIN ° I I 8L o .. - ; I �, U' r- 00 Cn I- Z o muj f ; I STORM DRAIN LINE C I I 4 O C� O �, -� z c� D W m CO J Ln - a CONSTRUCT SLOPING 8� a .. o -�- O I mac). O LLJ CD w CONCRETE HEADWALL.� -' N3 I N v U � Z o 27" FL. = 71 1 .00 n - S'S '� cfl / C° N oM. 1 9 as_ __-__ x - - - - Z00 CN 00 o cry �`' O O O O O 0� ' p°i'' 0 , - - - - - ------ I ------ ----------------- --+---------- 3+0 4+a I STA. 7+37.12 1 • I - ----- - -- - ---- --- ---- ---- 5 -- ---- ------ -- --- --- - - - 6 0 -------- '+ STORM DRAIN LINE C - - - - - - - ------------------ ' I -_ _ FURNISH AND INSTALL i I � --------------- --------- -- � � I 1 - 18"x450 BEND I � I STA. 2+89. 77 I """ o 18" FL. = 715.69 - STORM DRAIN LINE C I .] I FURNISH AND INSTALL I I STA. 6+36.50 Cn FURNISH AND INSTALL i 1 - 27 "x24 "x1 8' WYE I STORM DRAIN LINE C I STA. 8+1 3. 83 z O I b 150 S.F. BONDED ROCK 18" FL.= 713.40 \` FURNISH AND INSTALL .- NE Q � U RIP -RAP 24 " FL . = 71 3. 40 I 1 - 24 "x1 8" TEE CONSTRUCT 3' GRATE INLET I = U LI 27" FL . = 71 3. 1 5 I 1 8" FL . = 71 5. 29 = GRATE ELFV. = 71 8. 50 6 �cf) LLJ J STA. 3+04. 71 -� 24" FL. = 714. 79 7 = I ; 18" FL. = 716.00 Z Z_ LL. STORM DRAIN LINE C H 11 O Ir X J Cc - -- - �o - - - - - - -� - - - - _ 30 _ _ - FURNISH AND INSTALL STA. 6+98 - 62 STA. 7+1 8. 1 4 W O NIM2100 I i ( ) 1 0 O d - /M ~ Q W Z Cc 1 - 24 "x1 20 TEE 1 �6- - - _ _ -3�--�(-- --- -- __ 3 STORM DRAIN LINE C STORM DRAIN LINE C db'0 idi «Z/ l b I ! Z9Z-S�OZ ON OOa l8l- lb ONISSb d () z Hd�d "-"-"-"-"-'••-••-••-•.-.._.._.._.._.._.._.._.._ 12" FL 714 46 - 3� FURNISH I SH AND INSTALL FURNISH I SH AND INSTALL - X ,6Z�S an 0l a � LLJ Q < 0 124 " FL 71 3. 4 6 .._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ 1- 2 4 "x2 4 "x 1 8" WYE 1- 2 4 "x 1 8 "x 1 8" WYE ---------------------------------------------- --ss_ ----- Z Z ---------------------------------------------------------------------------------------------------------------------------------------------------------- ........1 FL.= 715.54 1 FL.= 715.62 s ------------------ ` « Odd 24" FL. = 715 . 04 24" FL. = 71 5. 1 2 ------------------------------ - ---------------------------------------- Z J Q �Z I - - - - - - - - - - --M-<L--------------- - - - - - - - - - - d - 1. 0.0 . d . 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STA. 1 +98. 44 I--- °Z °DRAIN -- 1-_ _ ° z1= --�--- s �a= I I I I C3 O� 0 , W mi o 21 FL . = 71 3. 21 I � STORM DRAIN L I NE D AND INSTALL . STORM LINE D � = � _ °Z — _-� — II I � D 0 Q � w CONSTRUCT SLOPING - 1 30 x1 8 WYE P STORM RC S OR DRAIN CONSTRUCT TYPE B = I C7 C� o 0 I FURNISH AND INSTALL CONCRETE HEADWALL 18 FL.= 715.06 TOP OF CURB.= 719.15 CONCRETE HEADWALL _� c 1 II 1 \ I 95 S.F. BONDED ROCK 30" FL . = 71 4 . 55 30" FL . = 71 5. 06 24" FL . = 71 6. 1 0 1 8 FL. = 71 5. 57 I I I I ------ n-� T— —� y--------- � - - w co RIP -RAP I m 1 1 1 FURNISH AND INSTALL 143 L.F. 8" DIA. PVC DRAIN LINE — — — — I 0 "' I I I I / /-------- — —_— CONNECT TO ARTIFICIAL TURF DRAIN — — — — — — — J +o _ _ _ / I ----------------------------------- _ - NOTE: ALL ON -SITE PIPING ON PRIVATE — PROPERTY TO BE PRIVATE. FURNISH AND INSTALL FURNISH AND INSTALL FURNISH AND INSTALL I 90 S.F. BONDED ROCK I 120 S.F. I BONDED ROCK I I STA. 1+93.13 70 S.F. 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SHEE n ] n U U rn w n Cn Ll- rn n U Y � CV rn n n U - Ln n U U N /) UU N C2.43 0+00 1+00 2+00 0+00 1+00 \188-097 SDD-F PP1-don 10/31/2016 9-32-34 BLOCK A SCALE 1'50'ANNA CROSSING, I �j ; PHASE 3 /� 0 25 50 100 D C 0 (� 0 w < Z ,. N 2 0. 016_4 8 O �J N O N i coNc i D, R, D. C. T. z Z 0 °o o REMAINDER OF TRACT 1-129.92 ACRES �� �C� �00� /"' �" 0 �,� ,. �. REMAINDER OF TRACT 1-129.92 ACRES ANNA TOWN CENTER NO. 4/SHRP, LTD i r_ I --_ i - x T 00 N ANNA TOWN CENTEE nO"ikT4yc�FJRFST�- E) �' G� GG ,, DOC. NO. 2004-38965 D.R.C.C.T. _� ! _ _ _ -`- - - --___ _ CD J u _ JIV E -' DOC.s�1eh(�. 2004 ��J�`' D.R.C.C.T. ,.- RIM ELEV=719.96' �--�" O"\ �� rL �P Off. ��Q P� � , ' Q i L J � I j I TRANSFORMER----------------- ELECTRIC VAULT I Fo I o -- V a a Z FL N IN=711.96' 8"PVC I COMMUNICATION JUNCTION BOX a co FL W(IN)=711.93'(8"PVC) FM) cp, - - w O - I a, I REMAINDER OFOf (� --- -- -- __ __ -_ -- -- - - _FL E(OUT)=711.8.9'(8"P-vc__E\n - _ -_ , ',�- souTH LINE of ! TRACT 1-129.92 ACRES z I V Z CD coNc 129.92 ACRES TRACT Q w STREET Q9_0 CONNECT TO EXISTING ! SITE Mpg 1 ! ANNA TOWN CENTER O Z � d J °° _____R_O.W. DEDICATION RE 60' R.O. W.) DOC. N0. 2014111400T2487tCT---- ------ - - ------=_-__-_ 8" DIA . WATER L[ N E I x SET ELEVATIO=712. CONC 'co C I I N0. 4 SHRP, LTD I Z W m W a w o CONC ____ P - - - - - - - DOC. NO. 2004-38965 z D.R.C.C.T. Ln / - - - SSMH 1 � - - - - - - - - - - - - - - - - -------------------- ---------------- -- -g,;'S� • pR p p P jn� •• FURNISH AND NSTA __------------------ z o CD - - - - - - - - - - - - - _ — 10 U.E. � oe PRO F URN I SH AND INSTALL -- 1 8 "x4' MJ TEE 1 - 4 " T T H •-•.-..-..-..-..-..-..-..- GATE VALVE W I BOX OA ..-..-..-..-..-..-..-..-..-..-..- - - - - - - - ••APPARENT••40' •• .. • '-"--"-"-"-.•-••-•A�SPH• - .. .._..-..- 18 P ,o6,,6FL RCP I - 1 4 NW( N)-7 0. 8' > Z N '�' °o PASSING AT 1815.29'r DOC. N0. 2015-262 I 171 .00 L.F. 8" DIA. _ -oE 96.00 L.F. 4" DIA. WATER ^---��-- ------ FL _ SE OUT -7096 - - - - - - - - - - - - as P.R.C.C.T. A 1/2" IRF W/ CAP! D 7° C-900, DR 1 8 PVC SERVICE WITH 4 " METER — — —0� — — —0� — — —0E-_ —— — — OF OF "CORWIN" (C.M.) I HB 30. WATER P I PE I'; I AND V A U L T — — � H= 7- 4 FURNISH AND INSTALL IIENT 20'SERWC _ 2, PG. 599 - LOT 9 i I 1 - 8 "x6" MJ TEE 1 - 8" GATE VALVE WI TH BOX 1 P.R.C.C.T. I FURNISH AND INSTALL ER PLAN i � 30" CMP I FL W(IN)=710.70' - 1 - 6 GATE VALVE WITH BOX �� 1 - 8'� x6" MJ TEE 1 - 6 GATE VALVE WITH BOX � I I FL E(OUT)=710.39' - - - - - - - ----- FURNISH AND INSTALL 1 84.00 L.F. 6 DIA. FIRE I SERVICE WITH DETECTOR 1 - FIRE HYDRANT 1 - 8" x8" MJ TEE CHECK AND VAULT I 1 I I !!! CRITICAL !!! 1 - 8" GATE VALVE WITH BOX e I LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE LOT 10 - �: ( I I I AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR z FURNISH AND INSTALL FURNISH AND INSTALL 2 - 8" x45° MJ BENDS 1 I g I IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING Q 1 - 8" x6" MJ REDUCING 900 BEND o — — — — — — 0 WITH BLOCKING 1 I I UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE J --- --_---__ 1 - 6" GATE VALVE WITH BOX 1 - F I RE HYDRANT --- - — ---- -- = —= — _----- _ _— _— \ 1 I I THE COMMENCEMENT OF ANY CONSTRUCTION. O _-- --- - ----------- i I z F-- xl ------------------ - --- - --- 1 i I ° y I UTILITY RELOCATION NOTE: � w L�J cn m O I FURNISH [ SH AND INSTALL SEWER SERVICES rye rye y0 ryo yo •yo h0 -ye •ye ,ys ry° -' "` i g , a 1 I ; I I I IF ANY EXISTING UTILITY POLES, POWER POLES. 0 (=l v Q Q ___I I '4e �• 0^•� �- � s 1 I � I ; I GUY WIRES, TELEPHONE UTILITIES. ETC. ARE FOUND z uj : TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE O Q N � C0 N LLr1 I 5.5 1 - UTILITY COMPANY AND COORDINATE THE RELOCATION OF — X �- �' ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). Q L LIJ o cn Lo o U I 1 B °� I 0 I z � cn o _ � � � I m _ - ° , a I I B � I I I I pC w Q — z I� N 1 I ; I ALL EXCAVATION, TRENCHING AND SHORING OPERATIONS SHALL COMPLY CC z - - J I u p FURNISH AND INSTALL „ 1 B ,� 1 1 z w �, WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR. OSHA. "CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. G w z O 1 - $ x2 MJ TEE B - 1 I LIJ� PG. 128-137. AND ANY AMENDMENTS THERETO. z J Q I z z 1- 2" GATE VALVE WITH 1- 2" IRRIGATION METER BOX p I x I ccnnc.�� way NOTE: O w 0 z U ~ I - I �;U WATER LINE EMBEDMENT SHALL BE NCTGOC "B" (� I m & , 1 I Q0a CLASS FOR WATER LINES. Q z FURNISH AND INSTALL �� xI 12"DIA. PVC 8 FURNISH AND INSTALL I 1 I ' I I p Ja o 1 I I o> Lj ~ z z Q SDR-35 SEW 1 580- 00 L. F. 8" D I A. C-900. DR 18 PVC I 1 N 1 I N CONSTRUCT 12" DIA. WATER LINE (n Q Ir WATER PIPE c� I— —' SEE 12" WATER LINE PLAN AND PROFILE W I FURNISH AND INSTALL �— I ° -5O 71� 5 a —1 1 1- 8" x6" MJ TEE 1 i I I Q FIREGATE WITH BOX 1 - HYDRANTVALVE I ! t o I LOT 14 _ 50 717.5 I . `� �► I I I I I � I -__----_--_-__------------------------- - -- -- PASSING AT 1390.69' A 1 /2" IRF W/ CAP "CORWIN" 1 I I, (C.M.) 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I o �o I w m w - c° cn 3 ¢ Lu kUui ui w z -------�--, ~------- I I1 I ® C-900. DR 18 PVC 1 I �'II� FURNISH AND 1 NSTALL FURNISH AND INSTALL o w 0 X ~wZ w ~ U I I 1 1 - �II® 8" X450 MJ BEND WATER PIPE 1 -8" x1 1 . 25° MJ BEND I Cm) O NI I Q m � FURNISH ��20 ��z 2 --- -- AND INSTALL 1 I WITH - 8" GATE VALVES WI2TDH BOXES �` I 1 p 1 1 1�®® BLOCKING WITH WATEREL I NE DIA BLOCKING ; I 1 I i O w o QO Lf� 1 I 1 FURNISH AND INSTALL -- ---- _Do _ _ - - _ O O - I 1�— 1 - 8" x906 MJ BEND — —� ---------- I i I o O r Lr� z� I ---- --I-- --I-- ----------- — —�I I �,'" �, ----------------------- -1---------., -- o = I � I cn w m o 11 I 1� ♦- _--- --I-- --I-- -�--I 11 �---_�\\ o� I o c�I I - - I- - - I- - �,� - - I- - I �i 1.0 3 I q cn O v oN I I I - ♦ --I-- II�� --I-- ---- _ f�EMA, DER OF ::QRE 3�.6TSZ, �,, I 1 / \\ 11 I i U I a U o I I 1 z -- -=1--♦♦ --1-- ll --I-- --I-- f�N IN PENDENT SCHOOL b%T�/� I-J I II I o I ��oc� Z O I 1 I Q O Z I 1 I ♦ I'° �2r °�-♦—fz6—� ---- -- FURNISH AND INSTALL 2006-2879 D.R.C.C.T. /� 1 I 20 U. E. 1 2 120 0 0 L. F. 8" D I A. C- 9 0 0, /� I 11 I-- — VO 782, PG. -�� I I — —1 I 11 ! T I ; I I I Lr� I O z O Q N O < 1— — I_ �j O I 1�-- --�— _� _— — i 1 ♦ I� — DR-1 8 PVC WATER P I PE P.R.C.C.T. 1 8 PLUG WITH BLOCK 1 NG —w� _ ___ '� - /� 1 I 1 1 1 -- ' I I I F_-I x- —+x— 1 I 11 I I j I QD I � - Q N - -�- r- =-_ -1----1--_�_♦ II--- /----------------/�- --1-- --I-- - d T—rz_- -- =1 I =, zo --1=—------- FURNISH AND INSTALL --- L -- — /------------ /'� T I 1 1 �- 7`/ -I-----1--4 I---I1--- W o I 1 - 8" x8" MJ TEE STUB -OUT 20' PAST VALVE --I-- — 1 / r _ / 1 �-- -- x J1IIOV) ° O Z o � ----F - - - - - - t-- UTURE 8"WATER—� 811 2 VALVES ♦♦ --1-- WITH BOXES 1 I- � I I - 11GATE 1 8 MJ CAP WITH FUTURE 8DIA. BLOCKING ♦\ 1 / I 1 I 1 CON I I 'LLI Q W-- ---- WATERL 1 NE�I I — ---- - N - I� i I I : 11- --� 1 -I1 1 SLAY! I I z� o ^ _I r_I C'9NNECT TO E2XISTING _1 -® _1 ♦-1 1 ♦♦�. ' ` � 1 X1 III—x ///% — -II 11 I I o I I I �L LLJ cn Z� SHEE C� I zo� 20 -! 7 �. — I i Cv I 8" DIA. WATER LINE — -- — — -- , _ I = I I w I o C2.50 h-- --I-- --►-- ---I-I�♦ I : IF GAVL I ova --1-- -►-- \188-097 UTIL PLAN.dgn 1/31/2017 9:31:30 AM U U) j VI) i0 1 cli I N z v i Q I I 11 = N � I I► � O W i I `9p- II 1 F U R N I SH AND INSTALL °off I DOUBLE CLEAN —OUTS 6- I I---- FURNISH AND I NISTALL \� 88.00 L.F. 8T'1DIA. SDR-35 PVC S�WER \ ! ! I SERVICE @ 0. 33% %\ i i \ U i i J W FURNISH AND INSTALL z ; = Q �I DOUBLE CLEAN -OUTS STA. 0+00. 00 BEGIN 1 2" DIA. ° SANITARY SEWER LINE CONNECT TO EXISTING SS MANHOLE BY CORING FL. (IN )= 712.00 FL.(OUT)= 711.99(VERIFY) REPAIR EPDXY COATING AFTER CONNECTION IS MADE Q U N U u� i O� � � 'i i i• � NOz� ss+oa l Ln Li ; I p II m= II O U, a U U > 1 U U z � 00 > > o-�00! 0000�1 i z .O I U i + I of ---- ---- Q � (_0 rq 00! FURNISH AND INSTALL z o� M 0-)-� 00 io 190.63 L•F. 12 DIA. w CD SDR-35 PVC SEWER LL_ U N 11 i° PIPE @ 0. 25% os11 1 b I I I I I FUTURE FINISHED oar FLOOR ELEV. = 720.00 oS S 9iSr I ♦ -• � � \ as o Lr err BOir ONI I I ♦ os 81u Li 1 I I I �i3&'10E�Q0EQ�® / ,♦ \ \ ' 'O , \ \ \ \ \ \ \ \ \ \ \ \ \ _—_♦w — U I \ F I , S s ,M �r xs° s3 ° A 3` a ii v "01i v'•b i v I — — — — — — — — — e SOrr tow 69w I - I / . r1°r I — — — — — — — — — — — �--- � --------�---L- / k — _ _ . _ Ell I T 1 1 +F31. 5 � FUTURE I � �� I I I I I I I6 I6 I I I �/ I I 1121" b IIA.I SIANIIT�0 SEWEN L1I E o _ter. •s aa• 4 os FURNISH AND INSTALL o-,10.00 L.F. 6" DIA. 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SANITARY SEWER LINE 1-i-i- SANITARY SEWER LINE FURNISH AND INSTALLI I 1 , 1 I/ I I II u I III I I I I I II II I l l l l l l l l u II II CONSTRUCT STD 5' DIA SS MANHOLE 1 STD. CLEAN OUT RIM ELEV. = 719.35 FL.= 713.68 FL.= )IN)= 712.58 r- FL . (OUT) = 712 . 48 + L I �I I III I I I I I ( I I I I I I PROVIDE ADAPTERS AS REQUIRED FOR CONNECTION TO PLUMB ING ( REF MEP l 3+oa I ---- o ----- �— Tt 4+90 S+00 H . +00— -- -- - SAN - - - - - - - FUTURE ST . 5-7-DII •FS-S ANHOLE SCALE 1" = 40' ------------RI-m--€i-tv-.-I-= 7-2-z-.t2 1------ — — — — F L . _ ) I I N )1= 71 3. 913 1 a 20 40 80 --------------------------------- ----- FL. (OUT)= 713.81I13 1 RF)Q -nH `7R/ !--lnA I U i 7 / n �� /1 i -7 -7 ........................................................................................................................................................................................................................................................................................................... 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AI IL I ri x JII" rQAid}JII OL{C `xxfK � CITY �f•� A1�Nl� "I�A� N 1 } r1i Coln 3Fnul Url wL2Wr CITY OF ,��`,�NA TEXAS ILrY45d }n Voia 41x4: * I I10 � SANITARY r r.R j Dec, ?�i I r IIhF3 �7 uobi 1111{ 1{x: k ervi� --- - f Concrete #e Al ri P11 r kutr£�1 cal 1.1� hri I3- o L -_-' -' r}A{11 5 D1� rFo-. fti�p h q It' f, Vs44 {d} xk Jkt WRIT Elie lf..r Z Lo I Ytlrl III-1% 111!;AkM'�I pm91111!.-1]OtttFtt� IIIIIIII�I 11'Y)WI'J{U 1'P.t',1 II.%; %rJ } PoI �0T rJ EI D -04 r� rip 5� D-(%;I2 I2 VIIAT-1 r} - � PAM HI [1 r.•ir 4Csy;}T11I{rMr* C1111e111 imml)vl oz�iaftnrJ WA Ti4l _. _ w co NOTE: I Ytlr I III - 1% I x• !.II.If !:1 kllMll IY:; - IxIllw$ IIIIIIIFpI II'lJYYMYI.%; I IWA I lw F CiT III E# [}ESbr�'0 STJUb��Cf [16 cWm1111MLaX�fl0�ff2i�Df3 P�1C tJh EMBEDMENT FOR PUBLIC UTILITY LINES SHALL BE NCTCOG CLASS "H". o z SHEE C2.72 \DETAILS\188-072 DETAILS.dgn 10/31/2016 9:44:16 AM NOTE: STORM DRAIN PIPE TO BE REINFORCED CONCRETE RUBBER GASKET OR TONGUE AND GROOVE PIPE U51NG OMNI-FLEX GASKETS A5 MANUFACTURED BY DELTA- SOUTHWE5T, INC., IT. WORTH, TEXAS, OR APPROVED EQUAL. GENERAL NOTES: ALL CONCRETE SHALL BE CLASS "A" (5 BAGS Of CEMENT PER C.Y. AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI). ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". IN GENERAL, REINFORCING STEEL SHALL BE NO. 4 BARS, ON 12" CENTERS EACH WAY FOR GUTTER, BOTTOM SLAB, ENDS, AND FRONT AND BACK WALLS, AND NO. 4 BARS ON G" CENTERS EACH WAY FOR TOP SLAB IN BOTH INLETS AND EXTENSIONS. ADDITIONAL REINFORCING STEEL SHALL BE PLACED AROUND MANHOLES AS SHOWN. ALL REINFORCING STEEL SHALL BE OPEN HEARTH NEW BILLET STEEL Of INTERMEDIATE OR HARD GRADE CONFORMING TO ASTM A-1 5. DEFORMATIONS SHALL CONFORM TO ASTM A-305-51ST. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2" 8'-0" OF EXISTING CURB AND GUTTER UPSTREAM AND 4'-0" OF EXISTING CURB AND GUTTER DOWNSTREAM SHALL BE REMOVED AND RE -POURED INTEGRALLY WITH EACH INLET. DIMENSION5 RELATING TO REINFORCING STEEL ARE TO THE CENTER OF BARS. ALL BACKFILL SHALL BE PERFORMED BY MECHANICAL TAMPING. PRE -CAST INLETS SHALL BE APPROVED BY CITY ENGINEER. ALL STORM SEWER MUST BE VIDEO INSPECTED BY CONTRACTOR. CONTRACTOR SHALL FURNISH THE CITY WITH VIDEO TAPE FOR APPROVAL PRIOR TO ACCEPTANCE. A BAR5 — (IN WALL) B BARS w IY D BAK5---` CBARSATG CENTERS (ALL FOUR WALLS) E BARS 4" G G -1 t PAVING SURFACE REINFORCED CONCRETE RINGS — (NO BRICK) EPDXY GROUT RINGS TO TOP OF SLAB CONSTRUCTION JOINT — B BARS AT 12" JOINTS CBAR5ATG" CENTERS (VERT.) LENGTH = H + 7" A BARS AT 12" CENTERS CONSTRUCTION JOINT — PLAN B BARS (SAME BOTH WAYS) 4" 4" L— 2" A BARS (IN WALL) CAST IRON MANHOLE FRAME AND COVER (TO BE FURNISHED AND INSTALLED BY CONTRACTOR). USE EAST JOAN IRON OK WORKS, INC MODEL V- 1342 OR APPROVED EQUAL. NONE I�� �_� •� 1011111 SEEN--- ME 011110111101111101�Ii1�1■�i�ell�m�a , l�IIIIIII ■iii't!�!!�M ■ B BARS AT 12" CENTERS TOP SLOPE PROTECTION ALL CONCRETE SHALL BE CLASS "A" 3000 PSI @ 28 DAYS. REINFORCING SHALL BE #3 BARS @ 18" CENTERS EACH WAY CHANNEL SLOPE 3:1 MAX. SECTION A —A TOE WALL /-F:L. PIPE= SEE PLAN/PROFILE TOE WALL L O-------------------------------In-------i I II i A tO I i -- r —--------------------- ^--�� I II I a II I SLOPE VARIES °---1----------------- O I I II I I I II I a a -------------- ---------- ------ t- ---- TOE WALL ALL CONCRETE SHALL BE CLASS "A" 3000 PSI @ 28 DAYS. REINFORCING SHALL BE #3 BARS @ 18" CENTERS EACH WAY PL AN SLOPING HEADWALL DETAIL N.T.S. 1311 A BAR L BAR BAR LENGTH NO. REQUIRED SPACING A #4 G'-8" 10 IN BOTTOM + 12" 2 x "H" IN WALLS - 14 IN BOTTOM + 12" IN WALLS B #4 5'-0" VARIABLE IN DECK 2 x "H" IN WALLS SEE DETAIL C #4 "H"+7" 3G +G" D #4 2'-3" 8 +G" I @ 2'-O" E #4 2 @ 4'-8" 5 SEE DETAIL 2 @ G'-G" GENERAL NOTES FOR STORM SEWER JUNCTION BOX 8" PIPE O.D. + 12" (MIN. 4'- 0") 8" A BARS AT A TEMPORARY METAL COVER SHALL BE INSTALLED AFTER 12" CENTERS STAGE 1 IS COMPLETED AND WILL REMAIN IN PLACE UNTIL BOTH DIRECTIONS STAGE II IS BEGUN. STAGE III WILL NOT BE BUILT UNTIL VARIES APPROVED BY THE ENGINEER. APPROVAL WILL NOT BE NORMALLY GIVEN UNTIL THE SUBGRADE AND BASE COURSES HAVE BEEN COMPLETED. FIELD BEND OR CUT BARS AS REQUIRED TO ACCOMMODATE ELEVATION SEWER PIPE. STORM SEWER JUNCTION BOX DETAILS N.T.S. TOE OF SLOPE A TYP. ALL CDR BARS 1 ELEVATION TYPE B B" PLAN TYPE B N 0 (7 Q ' Q fV Z g ato _� o00 Q X 00 H 00 N O J U = J 1 o ao (� N Q Q Z w Q U = 00 a x r V 1 000 0 1 D Z Zto ui W 1 tV z o r 0 z00 ^ W m U < W Z z - _ W a. z 0 z 00 W N J 5 U BARS E J CONFORMS r _ 1 SLOPE __ WPI AL WING N ELEVATION BARS Di-Dx- - - - - . if Nj w 2 BARS V =• ',� BARS BARS RS W BARS B' .. JB z O ARS F k Q U M1a Lo ` .R E I •'. F z W -� _ MIN. BARS A l —A r %�{. B,�RS B 1 . _, - I ,� p Q W EARS S., .PROV I DE 12" FOOTING AS Q L � ,•+ BARS C SHOWN WHERE REWIRED TO C) z MAINTAIN 4-" MIN. COVER FOR PIPES. CONCRETE FOR FOOTING SHALL LZ Q Q BE ADDED TO TOTAL QUANTITIES SHOWN. � z � c/ow z o z JQ O Lu U Q 0 Lu z NOTES: 1. DIMENSIONS ARE FOR TYPICAL INSTILLATION. z ( j 2- SPECIFIC SITE CONDITIONS MAY REQUIRE MODIFICATION OF DIMENSIONS (n Q AND ARRANGEMENT, WITH ENGINEERING APPROVAL, 3_ ALL CONCRETE SHALL BE CLASS "Cm- 4, All HEADWALLS SHALL BE CLASS ' C' CONCRETE 10', 15', OR 20', (5EE PLANS) BASS * HAYE5 MODEL 22G-L— LOCKING LID B NORMAL 8'-0" GUTTER DEPRESSION MIDBEAM FOR UPSTREAM= 1/2" PER FT. 20' INLET NORMAL 4'-0" TRANSITION FOR GUTTER DEPRESSION DOWNSTREAM= I " PER FT. RCP GUTTER INLET GUTTER N NORMAL NORMAL 8'-0" B 4'-0" 2 MANHOLES SHALL BE REQUIRED FOR TRANSITION FOR FRONT EDGE OF GUTTER 15' AND 20' INLETS WITH MIDBEAM. U.S. = 3/ 1 G" PER FT. FRONT EDGE OF GUTTER ONLY I MANHOLE SHALL BE REQUIRED D.S. = 3/8" PER FT. FOR 10INLETS. STANDARD CURB I N LET PLAN NORMAL GUTTER LINE SHAPE TO NORMAL CROWN AT QUARTER POINT 2'-G" G" TWO #G BARS AT OPENING "R SHAPE TO NORMAL CROWN •'�•"' ` _ °' •• SECTION AT QUARTER POINT oz'�'�"'''•""`f"' Nr NORMAL TRAN5VEP5E SLOPE ' ' •` I I /2" EPRFSSED GUT TER SLOPE '�? �; %.: n•'•: d- G" MI 7" MAX. Ju .� 2 G" MIN. THICKNESS, TO BE SAME AS N CONCRETE PAVEMENT = "f THICKNESS. THROAT �]Y TOP STEEL #4 BARS, G" O.C. EACH WAY, EXCEPT I - #G BAR IN OUTSIDE EDGE AND ADDITIONAL STEEL AROUND MANHOLE. ownsm " I MWA491 Mob M M71"4q hh�.' =q 1■■■ • ■1 ®■■■■� #4 BARS, G" O.C. z O EACH WAY z Lu #4 BARS, 12" O.0 Lu EACH WAYIN Q WALLS 4 BOTTOM Q SLAB. : G" VARIABLE DIMENSION 'W (MIN. 2'-911) SECTION B—B STANDARD CURB INLET DETAILS N.T.5. \N FOUNDRY )0 CATCH BASIN SERIES (V-572G) Wr. 170 Ib5. (TYP 4 51DE5)vy \vV ✓ GRATE I N LET DETAIL PEFTigi' •PP41LIUN. My 1x' .r* 8-12-16 t0 01, 3i W = W N i m cl1l 0 W 4 0 ~ lD OD ]C 7 Y `t3N O W ct W cn, Lu Lu W CC 3 V W Xt3ci W O Lu Z p p V 0 17 7/8" SO. 1" CHAMFER(TYP.) r m or 18"X18' SOUARE POLYETHYLENE GRATE ° • . ° ° & FRAME(MDS OR °- APPROVED EOUAL) rn PVC DRAIN PIPE 31000 PSI CONCRETE 0 0 ° • ° v O v •' CO .o o••o' o'•o. °o in o I � I 0 6" 15" 6" z o Ln 2'-3" SQUARE 0 W In Q 0 z SMALL GRATE I N LET DETAIL SHEE N.T.s. C2.73 )ETAILS\HEADWALL DETAILS.dgn 10/31/2016 9:47:27 AM CONSTRUCTION NOTES 1. USE CRUSHED STONE - M5HA 51ZE No. 2 OR AASHTO No. M43, 51ZE No. 2. 2. THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THI5 MAY 0 o REQUIRE DRESSING WITH ADDITIONAL STONE AND REPAIR AND/OR 0 0 0 0 0 CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. FLOW 3. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT 0 0 0 0 0 0 0 0 0 PRIOR TO ENTRANCE INTO PUBLIC RIGHT-OF-WAY. WA5HING SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO 0 0 0 0 0 0 0 0 0 0 o c AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH OR WATER COURSE. - - 0 0 0 0 0 0 0 0 0 0 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. - I I -III- I - 0 0 0 0 0 0 0 0 - pVERTICALn // - " FACE 10" THICK x 20' x 50' MINIMUM SIZE STONE PAD 4 C�/� i1 1� 11 1I II II 1 I I /5l O�/�//j EMBEDDING DETAIL wIRE SCREEN �� �� GRAVEL FILTER ``•` `` `• ` `• Em ■■ ■■ `?`ii:�'i:i(:' :�?�:`':`': f'`'F`•''i `���?•«:`i'�: ./\\\///\�//�\//��j��j'/��'//`//�/�\j ° a.... CONCRETE BLOCK ///� • •;• ?•. • / �/� ° N cc UJI z ci 000 �l )1 Z z u, ' v W CD N J N C) A O 00 a O Z v a LL D a a00 (n o m � Z w . co Ni�o Z Z O N v _ z � Z Lj O � W as oNo 5i J TEMPORARY CONSTRUCTION ANGLE FIRST STAKE TOWARD EXIT POINT D ETA I L PREVIOUSLY LAID BALE DROP INLET PROTECTION N.T.S. L) NOT TO SCALE TWO REBAR, STEEL PICKETS OR 2"x 2" STAKES CURB INLET 1 112' TO 2' IN GROUND O CONCRETE BLOCK WIRE SCREEN Ea GRAVEL FILTER Q J O O = Cf) J Q WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR _ -� ANCHORING DETAIL CURD INLET PROTECTION N.T.oj- , w z0 - U � � c/) Qw z_ w Q Z w Q J O Ir z 24" MIN. WOVEN E - �- -_ HAY DALE DIKE - _ - NOT TO SCALE -:110 GENERAL NOTES - =1-III=1 1. BALES SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING / - - - THE ADJACENT BALE5. - = I- 3o MIN. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR _ = I I INCHES, WHERE P0551BLE. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BARS 5H ATH NG FLOW 18" MIN. 3 TO 4 INCHES - -_ - _ - III=I I =1 I I I I I, i lII I II 11I I II i III -,III I I' - - - - CROSS SECTION � w ~ � Lu w Q w z z Q O Z Cn O w -_--; FILTER FABRIC WIRE DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL N.T.S. - - 1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH BE ANGLED TOWARD THE PREVIOU5LY LAID BALE TO FORCE BALE5 =I I- UP5LOPE ALONG THE LINE OF POSTS. TOGETHER. 4. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED BY CONTRACTOR. 5. BALES SHALL BE REMOVED WHEN THEY HALED SERVED THEIR USEFULNESS 50 A5 NO TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. WOVEN WIRE 5HEATHING FLOW G. ACCUMULATED 51LT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF =III -II M I E I E I M I _ 51X INCHES. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH - _ SILT FENCE{jps_ = I- 1. FENCE POSTS SHALL BE STEEL OR 4" x 4" WOOD. f = 2. FENCE POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. /..................................................... ................ ................................................................ .................................. ........................................... .................................. 150METRIC PLAN VIEW`�� �_.... .,- 14, I�i3NFIL Ifd+ 8• 12• j6 - _ 3. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER SO THAT THE DOWN SLOPE OF THE TRENCH IS S 1 LT FENCE DETAIL FLAT AND PERPENDICULAR TO THE LINE OF FLOW. / ROCK BERM DETAIL - =1-III=1 ' NOT TO SCALE 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE FENCE N.T.5. m o oo m o 2 o •- o ¢ x Y alW z w W °D a cc Cl = Y W W x o �, LULL o v> cD v ` LL V12!14 W W Z �- Lu z POSTS. - 5. INSPECTION SHALL BE ONGOING AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. =I j G. SILT FENCE SHALL BE REMOVED WHEN IT HAS SERVED ITS USEFULNESS, _ SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. - -; 2. STAPLE WIRE FENCING TO THE POSTS. 7. SEDIMENT TRAPPED BY THIS PRACTICE SHALL BE DISPOSED OF IN AN - I APPROVED SITE IN A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION. _ -I (5. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF -_ _- SIX INCHES AND DISPOSED OF IN AN APPROVED SPOIL SITE OR AS IN ROCK BERM GENERAL NOTES 1 . USE ONLY OPEN GRADED ROCK 4-6 I NCH ES I N DIAMETER FOR STREAM FLOW CONDITION. USE OPEN GRADED ROCK 3-5 INCHES IN DIAMETER FOR OTHER CONDITIONS.0 1- No. G ABOVE. DESIGN CRITERIA 1. DRAINAGE AREA TACRES OR LESS 2. HEIGHT 30 INCHCH MINIMUM HEIGHT MEASURED FROM THE 2. THE ROCK BERM SHALL BE SECURED WITH A WOVEN WIRE SHEATHING HAVING A MAXIMUM OPENING OF I INCH AND A MINIMUM WIRE SIZE OF 20 GAUGE AND SHALL BE o r m EXISTING OR GRADED GROUND 3. MATERIAL THE FABRIC SHOULD CONFORM TO THE FOLLOWING PROPERTIES, AS DETERMINED BY THE FEDERAL HIGHWAY ADMINISTRATION TASK FORCE 25 - / - GUIDELINES, AS MEASURED IN THE WEAKEST DIRECTION, / BURIED IN A TRENCH APPROXIMATELY 3 TO 4 INCHES DEEP. 3. THE ROCK BERM SHALL BE INSPECTED EVERY TWO WEEKS OR AFTER EACH I /2" RAIN EVENT AND SHALL BE - - AVERAGE ROLL - -_ - TEST DESIGNATION TOPIC MINIMUM VALUE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTEDED DUE TO SILT ACCUMULATION AMONG THE ROCKS, -i -i ASTM D 4G32 GRAB STRENGTH 90 LBS. @ 12"/MINUTE - - - ASTM D 4G32 GRAB ELONGATION 1 5% @ 12"/MINUTE ASTM D 475 1 EQUIVALENT OPENING U.S. SIEVE No. 20 = I SIZE (EO5) ASTM D 4491 PERMITTIVITY 70% sec.' ASTM D 4355 U.V. RESISTANCE 70% (500 HR5. EXPOSURE) WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC. 4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD OF THE HEIGHT OF THE BERM OR ONE FOOT WHICHEVER I5 � LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF � - - - -II -11 Ei I I- -- II PROPERLY. THE MULLEN BURST STRENGTH SHALL BE GREATER THAN 150 psi. THE EDGES SHALL BE TREATED TO PREVENT UNRAVELING. - I- 4. SUPPORT FENCE POSTS SPACED A MAXIMUM OF SIX FEET APART. WOVEN WIRE WILL BE USED TO SUPPORT THE MATERIAL. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 3. ATTACH THE FILTER FABRIC TO THE WIRE _ =III- -I- FENCE AND EXTEND IT INTO THE TRENCH _ =1 5. WHEN THE 51TE 15 COMPLETELY STABILIZED, THE BERM AND ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. G. ROCK BERM SHOULD BE USED AS CHECK DAMS FOR CONCENTRATED FLOW AND ARE NOT INTENDED FOR USE IN o W Q z - - �-- 1- PERIMETER PROTECTION. SHEE C2.74 \DETAILS\188-072 HC EC DET.dgn 10/31/2016 9:48:00 AM IMPACT FEE CREDIT APPLICATION 1. Legal corporate or business name of the Developer/Owner: Anna Independent School District Name and title of the person with authority to execute the Impact Fee Credit Agreement on behalf of the Developer/Owner: Dr. Brad Duncan Executive Director 2. Name of Development: Judith Harlow Elementary Attach as "Exhibit A" a legal description of the property or new development for which the impact fee credit would be applicable. 3. Capital Improvement facilities for which impact fee credits are claimed: Leonard Drive Improvements along Judith Harlow Elementary to Sharp Street Attach as "Exhibit B" schematic design or construction plans of the Capital Improvement facilities for which impact fee credits are claimed. 4. Estimated Construction Cost, with respect to the engineering, design, and construction of the of the Capital Improvement facilities for which impact fee credits are claimed. Attach as "Exhibit C" an opinion of probable cost prepared by a Texas professional Engineer of the Capital Improvement facilities that will be constructed and for which impact fee credits are claimed. City inspection fees, and contingency estimates shall NOT be included in the opinion of probable cost. wit //z� y Signature of Applicant Date IMPACT FEE CREDIT APPLICATION A Item No. 5.d. City Council Agenda Staff Report Meeting Date: 4/25/2017 AGENDA ITEM: Resolution approving a Water Impact Fee Credit Agreement for Anna Elementary No. 3. (Maurice Schwanke) SUMMARY: Anna ISD is building approximately 1500 feet of a 12-inch water line adjacent to Leonard Drive in connection with the construction of the new Judith Harlow Elementary School. Since this 12-inch water line is on the water impact fee capital improvement plan, the School District is entitled to water impact fee credits up to an amount equal to their cost of designing and constructing the water line. It is expected that the cost of the water line will exceed the water impact fees that would otherwise be owed on this project. Notwithstanding, the water impact fee credits authorized by this Agreement shall not exceed the total water impact fees due on the project. STAFF RECOMMENDATION: Staff recommends approval of the attached Resolution approving the water impact fee Agreement. The Agreeement is consistent with City regulations governing impact fee credits and off -sets. ATTACHMENTS: Description Resolution approving water impact fee agreement Exhibit 1 - Water Impact Fee Credit Agreement Exhibit A - Area Exhibit B - Water line Civil Plans Part 1 Exhibit B Water Line Civil Plans Part 2 Water Impact Fee Credit Applicaiton Upload Date Type 4/20/2017 Resolution 4/20/2017 Exhibit 4/20/2017 Exhibit 4/20/2017 Exhibit 4/20/2017 Exhibit 4/20/2017 Backup Material CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A WATER IMPACT FEE CREDIT AGREEMENT WITH ANNA INDEPENDENT SCHOOL DISTRICT (AISD) FOR ANNA ELEMENTARY NO. 3. WHEREAS, AISD (the Owner) owns and desires to develop a parcel of property composed of approximately 34.92 acres of land located entirely within the corporate limits of the City of Anna, Texas (the City); and, WHEREAS, the Owner has agreed to construct certain water facilities in connection with development of the property; and, WHEREAS the Owner has requested impact fee credits for the construction of said water facilities; 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 Impact Fee Credit Agreement The City Council hereby approves the Water Impact Fee Credit Agreement for Anna Elementary No. 3, attached hereto as Exhibit 1, and ratifies and approves the City Manager's execution of the same. The City Manager is hereby authorized to execute all documents and to take all other actions necessary to finalize, act under, and enforce the Agreement. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 25t" day of April, 2017. ATTEST: APPROVED: Carrie L. Smith, City Secretary Mayor, Mike Crist 12" WATER LINE IMPACT FEE CREDIT AGREEMENT FOR ANNA ELEMENTARY #3 (JUDITH HARLOW ELEMENTARY) ALONG LEONARD DRIVE This Impact Fee Credit Agreement (this "Agreement") is entered into between the City of Anna, Texas (the "City") and Anna ISD, ("Developer"). WHEREAS, Developer and the City are sometimes collectively referenced in this Agreement as the "Parties," or, each individually, as "Party"; and WHEREAS, it is the Parties' mutual intent that this Agreement shall govern only the subject matter specifically set forth herein and that this Agreement, and shall supersede any previous agreement between the Parties only to the extent that any such agreements directly conflict with the terms of this Agreement; and WHEREAS, Developer owns and desires to develop a parcel or parcels of real property (the "Property") in Collin County, Texas, which is composed of approximately 37.055 acres of land located entirely within the corporate limits of the City of Anna and is more particularly and separately or jointly described in the attached Exhibit A; and, NOW, THEREFORE, in consideration of the mutual covenants contained herein, the Parties agree as follows: SECTION 1 RECITALS INCORPORATED The recitals set forth above are incorporated herein as if set forth in full to further describe the Parties' intent under this Agreement and said recitals constitute representations by Developer and the City. SECTION 2 DEFINITIONS City Code means the Anna City Code of Ordinances. City Manager means the current or acting City Manager of the City of Anna or a person designated to act on behalf of the City Manager with respect to this Agreement if the designation is in writing and signed by the current or acting City Manager. City Regulations mean City Code provisions, ordinances, design standards, uniform codes, and other policies duly adopted by the City. Development means the new development on the Property that is the subject of this Agreement. Estimated Construction Cost, with respect to the engineering, design, and construction of the Water Project, means $55,000. IMPACT FEE CREDIT AGREEMENT Final Construction Cost, with respect to the Water Project, means the dollar amount actually paid for the engineering, design, and construction of the Water Project at the time of full and final completion, dedication and acceptance the Water Project. City inspection fees shall not be included in the Final Construction Cost. Final Credit Amount, with respect to the Water Project, means a dollar amount equal to the Estimated Construction Cost or the Final Construction Cost, whichever is less. Water Project means the construction of a 12-inch water line from an existing 12-inch water main station 0+00 to station 17+60.32 parallel to Leonard Drive and crossing Leonard Drive at station 15+33.19 to Station, 16+60.48 further described and depicted in Exhibit B, attached hereto. SECTION 3 GENERAL PROVISIONS. (a) Documentation of Actual Amount Paid. Once Developer fully completes the Water Project, and before the City has accepted such Water Project after inspection, Developer shall provide the City Manager with documentation reasonably acceptable to the City Manager evidencing the Final Construction Cost. (b) Maintenance Bond. For each construction contract for any part of the Water Project, Developer or Developer's contractor further must execute a Maintenance Bond in accordance with applicable City Regulations that guarantee the costs of any repairs which may become necessary to any part of the construction work performed in connection with the Water Project, arising from defective workmanship or materials used therein, for a full period of two (2) years from the date of final acceptance of the Water Project constructed under such contract. (c) Approval of Plats/Plans. Approval by the City, the City's engineer or other City employee or representative, of any plans, designs or specifications submitted by Developer pursuant to this Agreement or pursuant to City Regulations shall not constitute or be deemed to be a release of the responsibility and liability of Developer, his engineer, employees, officers or agents for the accuracy and competency of their design and specifications. Further, any such approvals shall not be deemed to be an assumption of such responsibility and liability by the City for any defect in the design and specifications prepared by Developer's engineer, his officers, agents, servants or employees, it being the intent of the parties that approval by the City's engineer signifies the City's approval on only the general design concept of the improvements to be constructed. (d) Insurance. Developer or its contractor(s) shall acquire and maintain, during the period of time when any of the Water Project are under construction (and until the full and final completion of the Water Project and acceptance thereof by the City: (a) workers compensation insurance in the amount required by law; and (b) commercial general liability insurance including personal injury liability, premises operations liability, and contractual liability, covering, but not limited to, the liability assumed under any IMPACT FEE CREDIT AGREEMENT indemnification provisions of this Agreement, with limits of liability for bodily injury, death and property damage of not less than $1,000,000.00. Such insurance shall also cover any and all claims which might arise out of the Water Project construction contracts, whether by Developer, a contractor, subcontractor, materialman, or otherwise. Coverage must be on an "per occurrence" basis. All such insurance shall: (i) be issued by a carrier which is rated "A-1" or better by A.M. Best's Key Rating Guide and licensed to do business in the State of Texas; and (ii) name the City as an additional insured and contain a waiver of subrogation endorsement in favor of the City. Upon the execution of Public Improvement construction contracts, Developer shall provide to the City certificates of insurance evidencing such insurance coverage together with the declaration of such policies, along with the endorsement naming the City as an additional insured. Each such policy shall provide that, at least 30 days prior to the cancellation, non -renewal or modification of the same, the City shall receive written notice of such cancellation, non -renewal or modification. (e) Indemnification and Hold Harmless. DEVELOPER COVENANTS AND AGREES TO INDEMNIFY AND DOES HEREBY INDEMNIFY, HOLD HARMLESS AND DEFEND THE CITY, ITS OFFICERS, AGENTS. SERVANTS AND EMPLOYEES. FROM AND AGAINST ANY AND ALL CLAIMS OR '•1�1t���13'�;T�1�.��' � � �iI_I��7;��1;��LUN1: ' �.���I�l_1�1�1�L'�'ALL��11V WITHOUT LIMITATION, DEATH, TO ANY AND ALL PERSONS, OF WHATSOEVER KIND OR CHARACTER, WHETHER REAL OR ASSERTED (INCLUDING, WITHOUT LIMITATION, REASONABLE ATTORNEYS FEES AND RELATED EXPENSES, EXPERT WITNESS FEES AND RELATED EXPENSES AND OTHER CONSULTANT FEES AND RELATED EXPENSES) ARISING OUT OF OR IN CONNECTION WITH, DIRECTLY OR INDIRECTLY, THE NEGLIGENT OR OTHERWISE WRONGFUL ACTS OR OMISSIONS OF DEVELOPER, ITS AGENTS, SERVANTS, CONTRACTORS, SUBCONTRACTORS, MATERIAL MEN OR EMPLOYEES IN CONNECTION WITH THE DESIGN, CONSTRUCTION OR INSTALLATION OF THE WATER PROJECT, INCLUDING BUT NOT LIMITED TO INJURY OR DAMAGE TO CITY PROPERTY. SUCH INDEMNITY SHALL SURVIVE THE TERM OF THIS AGREEMENT. AT NO TIME SHALL THE CITY HAVE ANY CONTROL OVER OR CHARGE OF THE DEVELOPER'S DESIGN, CONSTRUCTION OR INSTALLATION OF ANY OF THE WATER PROJECT THAT ARE THE SUBJECT OF THIS AGREEMENT, NOR THE MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES UTILIZED FOR SAID DESIGN, CONSTRUCTION OR INSTALLATION. THIS AGREEMENT DOES NOT CREATE A JOINT ENTERPRISE BETWEEN THE CITY AND DEVELOPER. DEVELOPER FURTHER COVENANTS AND AGREES TO INDEMNIFY, HOLD HARMLESS, AND DEFEND THE CITY AGAINST ANY AND ALL CLAIMS OR SUITS, BY ANY PERSON CLAIMING AN INTEREST IN THE PROPERTY WHO HAS NOT SIGNED THIS AGREEMENT AND WHICH CLAIMS: (1) ARISE IN ANY WAY FROM THE CITY'S RELIANCE UPON DEVELOPER'S REPRESENTATIONS IN THIS AGREEMENT; (2) RELATE IN ANY MANNER OR ARISE IN CONNECTION WITH THIS AGREEMENT OR IN CONNECTION WITH DEVELOPMENT OF THE PROPERTY; OR (3) ARISE IN ANY WAY FROM THE CITY'S APPROVAL OF ANY TYPE OF DEVELOPMENT APPLICATION OR SUBMISSION WITH RESPECT TO THE PROPERTY. NOTWITHSTANDING THIS PROVISION OR ANY OTHER PROVISION OF THIS AGREEMENT, DEVELOPER SHALL NOT BE OBLIGATED IMPACT FEE CREDIT AGREEMENT TO INDEMNIFY, DEFEND, OR HOLD THE CITY HARMLESS FOR THE CITY'S OWN NEGLIGENCE OR GROSS NEGLIGENCE. SECTION 4 WATER PROJECT (a) Developer Obligations. Developer shall construct the Water Project depicted on the attached Exhibit B, and all Water Improvements appurtenant to the Water Project. (b) City Obligations (1) The Final Credit Amount shall be a credit against Water impact fees otherwise due to the City from Development of the Property. The Water impact fee credit for the construction of the Water Project shall be redeemed at the time of issuance of building permits, and such redemption shall apply to the full amount of the Water impact fees that would otherwise be collected until the Water impact fee credit authorized by this Agreement has been exhausted. (2) Notwithstanding Section 4(b)(1) above, the Water impact fee credit for construction of the Water Project shall not exceed the total amount of Water impact fees due from Development of the Property. (3) Notwithstanding Section 4(b)(1) above, the impact fee credit authorized by this Agreement shall expire on September 30 in the tenth year following the date the Water Project is complete and formally accepted by the City. (4) The City shall have the right to collect Water impact fees due from the Development of the Property after the credit authorized by this Agreement has been exhausted or after the credit expires, whichever occurs first. SECTION 5 EFFECTIVE DATE The Effective Date of this Agreement is the date that the last of the Parties' signatures to this Agreement is fully and properly affixed to this Agreement and acknowledged by a public notary. The City's duties and obligations hereunder shall not arise unless and until the City Manager and the Developer have duly executed this Agreement. SECTION 6 TERMINATION This Agreement and all obligations of the Parties hereto, shall terminate upon full performance of the terms of this Agreement. IMPACT FEE CREDIT AGREEMENT SECTION 7 SUCCESSORS AND ASSIGNS (a) All obligations and covenants of Developer under this Agreement shall constitute covenants running with the land, and shall bind Developer and each successive Developer of all of any portion of the Property. (b) This Agreement shall not be assignable by Developer without the prior written consent of the City. SECTION 8 MISCELLANEOUS PROVISIONS (a) Authority to execute contract. The undersigned officers and/or agents of the parties hereto are the properly authorized officials and have the necessary authority to execute this Agreement on behalf of the parties hereto, and each party hereby certifies to the other that any necessary resolutions or other act extending such authority have been duly passed and are now in full force and effect. (b) Notice. All notices, demands or other communications required or provided hereunder shall be in writing and shall be deemed to have been given on the earlier to occur of actual receipt or three (3) days after the same are given by hand delivery or deposited in the United States mail, certified or registered, postage prepaid, return receipt requested, addressed to the parties at the addresses set forth below or at such other addresses as such parties may designate by written notice to the other parties in accordance with this notice provision. If to the City: City of Anna Attn: City Manager P.O. Box 776 111 N. Powell Parkway Anna, TX 75409 If to Developer: Anna ISD Attn: AISD Superintendent or Designee 501 S. Sherley St. Anna, TX 75409 (c) Complete Agreement. This Agreement embodies the entire Agreement between the Parties and cannot be varied or terminated except as set forth in this Agreement, or by written agreement of the City and Developer expressly amending the terms of this Agreement. (d) Applicable Law and Venue. This Agreement shall be performable and all compensation payable in Collin County, Texas. Venue and exclusive jurisdiction under this Agreement lies in a court of competent jurisdiction in Collin County, Texas. IMPACT FEE CREDIT AGREEMENT (e) Severability. If any clause, paragraph, section or portion of this Agreement shall be found to be illegal, unlawful, unconstitutional or void for any reason, the balance of the Agreement shall remain in full force and effect and the unlawful provision shall be replaced with a provision as similar in terms and effect to such unlawful provision as may be valid, legal and enforceable. (f) Representation. Each signatory representing this Agreement has been read by the party for which this Agreement is executed and that such Party has had an opportunity to confer with its counsel. (g) Consideration. This Agreement is executed by the Parties hereto without coercion or duress and for substantial consideration, the sufficiency of which is hereby acknowledged. (h) Waiver. Waiver by either Party or any breach of this Agreement, or the failure of either Party to enforce any of the provisions of this Agreement, at any time, shall not in any way affect, limit or waive such Party's right thereafter to enforce and compel strict compliance of the Agreement. (i) Miscellaneous Drafting Provisions. This Agreement was drafted equally by the Parties hereto. The language of all parts of this Agreement shall be construed as a whole according to its fair meaning, and any presumption or principle that the language herein is to be construed against any Party shall not apply. Headings in this Agreement are for the convenience of the Parties and are not intended to be used in construing this document. (j) No Other Beneficiaries. This Agreement is for the sole and exclusive benefit of the City, Developer and Payee and is not intended to and shall not confer any rights or benefits on any third party not a signatory hereto. (k) Binding Effect. This Agreement shall bind and inure to the benefit of the City and Developer and to any successor Developer/developer of the Property, may be recorded in the Collin County property records, and runs with the land. (1) Counterparts. This Agreement may be executed in a number of identical counterparts, each of which shall be deemed an original for all purposes. (m) No Waiver of Development Ordinances. No waiver of any provision of this Agreement will be deemed to constitute a waiver of any other provision or any other agreement between the Parties. No waiver of any provision of this Agreement will be deemed to constitute a continuing waiver unless expressly provided for by written amendment to this Agreement; nor will the waiver of any default under this Agreement be deemed a waiver of any subsequent defaults of the same type. Nothing herein shall waive any obligations of Developer under applicable City Regulations. [SIGNATURES PAGES FOLLOW, REMAINDER OF THIS PAGE INTENTIONALLY LEFT BLANK] IMPACT FEE CREDIT AGREEMENT Developer: Anna ISD By: Name Title: Pete Slaughter, Anna ISD Superintendent IN WITNESS WHEREOF: STATE OF TEXAS COUNTY OF Collin Before me, the undersigned notary public, on the day of 12017, personally appeared , known to me (or proved to me) to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in his capacity as of Notary Public, State of Texas IMPACT FEE CREDIT AGREEMENT CITY OF ANNA 0 Philip Sanders, City Manager IN WITNESS WHEREOF: STATE OF TEXAS COUNTY OF COLLIN Before me, the undersigned notary public, on the day of 12017, personally appeared Philip Sanders, known to me (or proved to me) to be the person whose name is subscribed to the foregoing instrument, and acknowledged to me that he executed the same in his capacity as City Manager of the City of Anna, Texas. 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ENGINEER: G�IQ �iV10L��O��I C O IV S U L T 1 IV G TEXAS FIRM REG, NO, F-5260 CIVIL & ENVIRONMENTAL ENGINEERS - PLANNERS - CONSTRUCTION MANAGERS 8241 MID -CITIES BLVD. - NORTH RICHLAND HILLS, TEXAS 76182 PHONE (817) 268-0408 FAX (817) 284-8408 0 RELEASED FOR CONSTRUCTION 8Y FIR IC,R RO CXASTM J :TICJN THE O','r NA<i- RFrnF SFNTP.TI'JF Sti�til I N OTIFY TH F ti.ITY OF AWNf% F'�43L t}?`ti't:-RKS L1L'AK I KL W 1 A 1 J r':!$11. t;f W I F2�� ; I If 7N L1MA'�`� I Nf,U I Afti1F'LL:' LtY I I IL CITY (jF -%NNA SH f%I I RF ()N THE f l tiT Al I TI MFS'PtJRI NC; .CJN STT�LJ 1�T1 ON TH F ti.ITY JF AN NA S 1.811 UAF',Ll F'L ;II IGA I I t:-N I r 7R I I t:-N SI IALL I AKL F'F�L ;LLILN t,L }5�L K I I ILSL PLAN 'x' HFNF IVFI d IN 4;ONFI IC I I H - I �F-V I I HI HF R-1t JI �F � I I SIN GFFN I I AN I JAI dI J FRAY HF 1%1 1'I IFI } AI IHI- I?I ClI FI)II �F(:I %)1 d OF PUBiI I[.'.rvOl� F5:�i FJ ISl.1 N MFR- N I NF i,F 99f%RY f%ND PF RNITS SHAI I RF 11(.0t I I PFFJ PR 1k1� -C J C;f W l F-1 ; I ION. 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TEXAS INDEX OF SHEETS SHEET DESCRIPTIONS CIVIL ENGINEERING PLANS PLAT C2.00 CITY OF ANNA CONSTRUCTION NOTES C2.01 GENERAL NOTES C2.02 EXISTING CONDITIONS C2.03 SITE PLAN C2.04 DEMOLITION PLAN C2.10 PRE DEVELOPED DRAINAGE AREA MAP C2.11 POST DEVELOPED DRAINAGE AREA MAP ANNA CROSSING INFRASTRUCTURE - DRAINAGE AREA MAP C2.12 DETENTION POND PLAN C2.20 OVERALL GRADING PLAN C2.21 GRADING PLAN - QUAD 1 C2.22 GRADING PLAN - QUAD 2 C2.23 GRADING PLAN - QUAD 3 C2.24 GRADING PLAN - QUAD 4 C2.30 PAVING PLAN C2.31 LEONARD DRIVE PLAN AND PROFILE C2.32 LEONARD DRIVE PLAN AND PROFILE C2.33 LEONARD DRIVE PLAN AND PROFILE C2.34-C.2.37 LEONARD DRIVE CROSS SECTIONS C2.38 PAVING DETAILS C2.40 STORM DRAIN PLAN C2.41 STORM DRAIN LINE A, B, E & OUTFALL PLAN AND PROFILE C2.42 STORM DRAIN LINE C PLAN AND PROFILE C2.43 STORM DRAIN LINE D & E PLAN AND PROFILE C2.50 UTILITY PLAN C2.51 SANITARY SEWER PLAN AND PROFILE C2.52 12" WATER LINE PLAN AND PROFILE C2.53 12" WATER LINE PLAN AND PROFILE C2.60 EROSION CONTROL PLAN C2.70-C2.74 DETAILS k L L,H,,,14., H €�M,I L T U IF ,= F}67684 7* 8-12-16 Q X W z 0 _0 o1 00 = U z� U< (� z z Q LL �0 z LLI >_ U LL 1 W Q= z� 00 00 ..\COVERSHEET.dgn 12/15/2016 2:50:15 PM Qz UE�NL1',Lt J11 fflJ MS' Prir r kr� a n-r' f-on = krac kior_ #:Lr Cnntrar-t�_ s' a:L ' r, fa rrdl- ar ,;� i-h 1: , I�r_ ntra ryt E'-)c u x,r_#s an I ri F-Maio Lis, tlic P la. --is Ili Lid_ k1- a al_ r v ;-s). 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AREAS AWAY FROM BUILDING �( Z 1w11 X: r- z cn 1. CONTRACTOR IS RESPONSIBLE FOR DEMOLITION OF EXISTING STRUCTURES 1 SIX (6") I NCH CURB SHALL BE INSTALLED INTEGRAL WITH CONCRETE PAVEMENT. MAY BE HYDROMULCHED AS DIRECTED BYY ENGINEER. H Q o X co U , m cp INCLUDING REMOVAL OF ANY EXISTING UTILITIES THAT MAY CONFLICT WITH SAW JOINTS SHALL EXTEND THROUGH THE CURB. ALL CONCRETE INTERFACES AND CHANGES IN cn o PROPOSED LAYOUT. CONCRETE THICKNESS WILL HAVE AN EXPANSION o _ N 2. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. JOINT FURNISHED AND INSTALLED IN ACCORDANCE WITH THE DETAILS PROVIDED. C4 U = r` o Qp 2. THE TOP FOUR (4") INCHES OF TOP SOIL SHALL BE REMOVED FROM SITE AND ALL SIDEWALKS SHALL CONFORM To T.A.S. REQUIREMENTS. z STOCKPILED FOR LANDSCAPE USE. ALL CUT OR FILL SLOPES TO BE 3H • 1 V OR FLATTER UNLESS OTHERWISE NOTED. 3. SEE GRADING PLAN FOR FINISHED PAVEMENT ELEVATIONS. ALL SIDEWALKS SHALL BE BACKFILLED TOFINISHED GRADE ] Z_ _ co A. CONTRACTOR SHALL PAINT S. STRIPE ALL PARKING AS SHOWN. CONTRACTOR So AS NOT To IMPEDE DRAINAGE. CD 3. THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO SHALL ALSO PROVIDE CONCRETE RAMPS, SIGNS, AND CURB STOPS AS SHOWN. ALL EXISTING/NEW CONCRETE INTERFACE$ SHALL BE PROVIDEDco (n -_ m THE ORIGINAL CONDITION OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED Q Z z o LIMITED T0. TRENCH BACKF I LL , SIDE SLOPES, FENCES, IRRIGATION SYSEMS, CULVERT 5. FOR PCC PAVEMENT, CONTRACTOR SHALL SUBMIT A JOINT SPACING DIAGRAM TO EXPANSION JOINT MATERIAL AND SEALANT. z J PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS, ROADWAYS, ETC. ENGINEER PRIOR TO CONSTRUCTION. SAWCUT CONTROL JOINTS FOR VEHICULAR PAVING SHALL BE PROVIDED AT 1 5' MAX SPACING. JOINTS FOR SIDEWALKS SHALL ::: CRITICAL ::: 0 , w m °° J U) -- Z UJ ALL FILL AND STABILIZATION PROCEDURES SHALL BE PER GEOTECHN I CAL REPORT. BE SAWCUT AT 5' MAX SPACING. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE LOCATIONSA. U CDLu X AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTORCD o �� AT MINIMUM, SELECT FILL SHALL BE PLACED IN 6 LIFTS AND COMPACTED TO 9501. IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING STANDARD PROCTOR DENSITY. FIELD DENSITY TESTS SHALL BE PERFORMED BY 6. ONE LANE OF TRAFFIC SHALL BE MAINTAINED AT ALL TIMES. ALL TRAFF IC UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE > _ w GEOTECHNICAL ENGINEER OR HIS REPRESENTATIVE. ALL COSTS FOR TESTING SHALL CONTROL DEVICES SHALL BE I N ACCORDANCE WITH THE TEXAS MANUAL ON THE COMMENCEMENT OF ANY CONSTRUCTION. a co BE BORNE BY THE CONTRACTOR. UNIFORM TRAF I C CONTROL DEVICES. UTILITY RELOCATION NOTE: J IF ANY EXISTING UTILITY POLES. POWER POLES. U 5. DRAINAGE SHALL NOT BE DIRECTED TOWARD THE BUILDING PAD. PROVIDE A 7. PAVING SUBGRADE SPEC I F I CATIONS ARE AS FOLLOWS: GUY WIRES, TELEPHONE UTILITES. ETC. ARE FOUND TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS, MINIMUM OF 1 % SLOPE AROUND BUILDING PAD. 3: 1 MAX EARTHEN SLOPES. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE LITY MLNY COORDINATE ERELOCATION I NG NOTES® ANYAND/ORAL SUCH TIIIES(NOSPECIAPA). 6. CONTRACTOR SHALL FURNISH ALL CONSTRUCTION STAKING. FOR 6". 7" AND 8" PAVING AREAS AND AFTER FINAL SUBGRADE ! CONTRACTOR NOTICE ELEVATION 1S ACHIEVED, THE EXPOSED SURFACE OF THE PAVEMENT SUBGRADE 7. ALL PARKING LOT PAVING SHALL BE REINFORCED PER PAVING PLAN. SOIL SHOULD BE SCARIFIED TO A DEPTH OF LEAST 6 INCHES AND MIXED WITH ALL SIDEWALKS. AND PAVED AREAS. REQUIRING ADA ACCESS SHALL BE 8 PERCENT HYDRATED LIME (BY DRY SOIL WEIGHT) IN CONFORMANCE WITH CONSTRUCTED WITH 5% (MAX. ) SLOPE AND 2.0y (MAX. ) CROSS SLOPE IN 8. CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED TXDOT ITEM 260. ASSUMING AN IN -PLACE UNIT WEIGHT OF 100 PCF FOR THE ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES PAVEMENT SUBGRADE SOILS, THIS PERCENTAGE OF LIME EQUATES TO ABOUT AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE IN THE GENERAL T. P. D. E. S. PERMIT FOR STORM WATER DISCHARGE ASSOCIATED 36 LBS OF LIME PER SO YARD OF TREATED SUBGRADE. THE ACTUAL AMOUNT PARAMETERS. THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES WITH CONSTRUCTION ACTIVITIES. OF LIME REQUIRED SHOULD BE CONFIRMED BY ADDITIONAL LABORATORY (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. J TESTS (ASTM C 977 APPENDIX X1) PRIOR TO CONSTRUCTION. Cn O IT 1S REQUIRED THAT LIME STABILIZATION PROCEDURES EXTEND AT !! FINAL GRADING NOTE :: z Cn CR I T I CAL I I I LEAST 1 FOOT BEYOND THE EDGE OF THE PAVEMENT TO REDUCE EFFECTS FINISHED GRADES SHOWN HEREON REPRESENT � = W OF SEASONAL SHRINKING AND SWELLING UPON THE EXTREME EDGES OF TOP OF PAVING. TOP OF SOD AND/OR LANDSCAPING. LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE THE PAVEMENT. THE SOIL -LIME MIXTURE SHOULD BE COMPACTED TO AT UNLESS NOTED OTHERWISE. U O AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS U) z UNDER NO CIRCUMSTANCES SHALL SOD OR z cn IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING ABOVE THE MIXTURE'S OPTIMUM MOISTURE DENSITY. LANDSCAPING NE PLACED ABOVE THE BRICK O Q UT I L I T I ES, BOTH HORIZONTALLY AND VERTICALLY, BEFORE *NOTE: CITY SHALL BE PRESENT FOR THE FIELD LIME SERIES TEST AND THE TESTS LEDGE. FINAL GRADE SHALL ENSURE POSITIVE FLOW FROM THE BUILDING OTHER - fr X J Q FHE COMMENCEMENT OF ANY CONSTRUCTION. SHALL BE SUBMITTED TO THE CITY FOR REVIEW PRIOR TO LIME APPLICATION. AWAY AND STRUCTURES. STRUCTURES. U w Ir SUBGRADE FOR PARKING SPACES (5" THICK AREAS) SHALL BE UNTREATED CLAY z Lu UTILITY RELOCATION NOTE: SUBGRADE SCARIFIED AND COMPACTED TO 95 PERCENT STANDARD PROCTOR !!!IMPORTANT!!! L.L LLI Q z MAXIMUM DRY DENSITY (ASTM D698) AND WITHIN THE RANGE OF 1 PERCENTAGE CONTOURS REPRESENT FINISHED Z W POINT BELOW TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. GRADES. ALL PAVING SHALL BE EXCAVATED TO SUBGRADE PER C0 2 z IF ANY EXISTING UTILITY POLES, POWER POLES, TYPICAL PAVING SECTIONS (SEE DETAILS). Q GUY WIRES, TELEPHONE UTILITES, ETC. ARE FOUND W ~ TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS, EROSION CONTROL GENERAL NOTES U U THE CONTRACTOR SHALL CONTACT THE APPROPRIATE Q LLJ UTILITY COMPANY AND COORDINATE THE RELOCATION OF 1. ALL SITES GREATER THAN 1 ACRE MUST HAVE A VALID TEXAS POLLUTION 6THE CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGES TO ADJACENT . � z 0 O ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY) . DISCHARGE EL I M I NAT I ON SYSTEM( TPDES ) PERM I T ISSUED BY THE TCEQ AS PROPERTY OR TO RECEIVING WATERS CAUSED BY IMPROPERLY INSTALLED C: DEFINED IN TPDES GENERAL PERMIT NO. TXR150000. OR POORLY MAINTAINED EROSION CONTROL MEASURES. ALL EXCAVATION, TRENCHING AND SHORING OPERATIONS SHALL COMPLY 7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REMOVAL AND WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA, 2. FOR SITES OF 5 ACRES OR GREATER. A TPDES NOTICE OF INTENT (NOI) FORM DISPOSAL OF ANY SILT DEPOSITS OR TRACKING BEYOND THE LIMITS OF "CONST SAFETY AND HEALTH REGULATIONS", VOL. 29, SUB PART P , MUST BE SUBMITTED TO THE TCEO AT LEAST TWO (2)DAYS PRIOR TO CONSTRUCTION CAUSED BY HIS OPERATIONS AND/OR FAILURE OF THE . COMMENCING WORK. FOR S I TES GREATER THAN ONE (1 ) ACRES BUT LESS PG. 1 28-1 37 , AND ANY AMENDMENTS THERETO. THAN F I VE (5 ) ACRES, A TCEO CONSTRUCTION SITE NOTICE MUST BE COMPLETED. EROSION CONTROL MEASURES. A STORM WATER POLLUTION PREVENTION PLAN (SWPPP) MUST BE COMPLETED PRIOR TO SUBMITTAL OF THE NOI OR SITE NOTICE. THE SIGNED AND COMPLETED g• CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF ACCUMULATED SWPPP MUST BE MAINTAINED AT THE JOB SITE AT ALL TIMES. SILT AND SEDIMENT FROM EROSION CONTROL MEASURES WHEN IT REACHES A DEPTH OF SIX (6) INCHES OR IMPAIRS THE EFFECTIVENESS OF THE VV ATER I MPROVEMENT N 0 T E S 3. EACH PRIME CONTRACTOR SHALL OBTAIN AND SUBMIT TO OWNER/ENGINEER MEASURES. A POLLUTION PREVENTION CERTIFICATION FROM EACH SUBCONTRACTOR 9. THE OWNER'S REPRESENTATIVE WILL INSPECT THE PROJECT AT A MINIMUM OF WHOSE WORK IMPACTS THE STORM WATER POLLUTION PREVENTION PLAN 1. FIRE HYDRANTS SHALL BE LOCATED OUTSIDE OF THE SIDEWALK IF WALK INTENDED. (SWPPP )PRIOR TO THE PERFORMANCE OF ANY WORK BY SAID EVERY SEVEN DAYS AND AFTER EVERY RAINFALL OF 0.5 INCHES OR GREATER rFi SUBCONTRACTOR. THESE CERTIFICATIONS SHALL BECOME A PART OF THE TO DETERMINE THE INTEGRITY AND EFFECTIVENESS OF THE EROSION2. ALL WATER LINES SHALL BE PVC PIPE CONFORMING TO AWWA STANDARD C-900 SDR-18 STORM WATER POLLUTION PREVENTION PLAN. CONTROL MEASURES. A WRITTEN INSPECTION REPORT WILL BE FILED WITH MINIMUM, WITH NSF SEAL, PRESSURE TESTED AND DISINFECTED IN ACCORDANCE WITH THE POLLUTION PREVENTION PLAN. THIS INSPECTION DOES NOT RELIEVE FII.NFILIu ��+ •;;; NCTCOG STANDARD SPECIFICATIONS. WATER MAINS TO HAVE A MINIMUM OF 48COVER TO 4 • CONTRACTOR SHALL FURNISH AND INSTALL EROSION CONTROL MEASURES SHOWN IMMEDIATELY UPON ENTERING SITE. REPAIRS OR MODIFICATIONS TO THE CONTRACTOR'S RESPONSIBILITY FOR INSPECTION AND MAINTENANCE OF THE EROSION CONTROL MEASURES OR HIS DUTY TO COMPLY WITH THE �y� '•..•* '.'7aF'` THE TOP OF PIPE. SERVICE LINE CONNECTORS SHALL BE COMPRESSION -TYPE WITH STAIN- THE MEASURES WILL BE MADE BY THE CONTRACTOR IF THE CONTROL INTENT AND CONDITIONS OF THE NPDES GENERAL PERMIT. LESS STEEL TUBE LINERS. MEASURES PROVE INEFFECTIVE OR IF ADDITIONAL CONTROL MEASURES 3. EMBEDMENT SHALL BE PER EMBEDMENT DETAIL. ARE NECESSARY. 10. THE CONTRACTOR SHALL PROVIDE ADEQUATE PROTECTION OF STORM 8 12 16 DRAIN INLETS USING STRAW BALE CHECKS OR OTHER MEASURES AS 5. AT A MINIMUM, PERIMETER CONTROLS SUCH AS SILT FENCE OR STRAW BALES SPECIFIED. WHERE INLETS ARE BEING REMOVED OR INSTALLED. THE 4. ALL SERVICES TO METER TO BE A MINIMUM 2" SDR-9 CLASS 200 POLYETHYLENE. SHALL BE INSTALLED AT ALL DOWN SLOPE BOUNDARIES AND AS CONTRATOR SHALL PREVENT MATERIAL FROM ENTERING THE STORM 5. ALL FITTINGS AND BENDS SHALL HAVE MEGA LUG RETAINER GLANDS. WARRANTED WHERE PAVEMENT REMOVAL, UTILITY CONSTRUCTION, GRADING, DRAIN SYSTEM. cn o `° Lu� OR OTHER CONSTRUCTION ACTIVITIES ARE TO BE PERFORMED. CONTRACTOR \ `° �U_o SHALL AT ALL TIMES TAKE SUCH MEASURES AS NECESSARY TO MINIMIZE 11. ALL OFF -SITE STOCKPILES SOILS WILL BE SURROUNDED BY A STRAW 00 - M Y Y =z� OFF -SITE TRACKING OR TRANSPORT OF SEDIMENT AND DEBRIS. BALE DIKE, SILT FENCE. SEDIMENT CONTROL SWALE, OR EQUIVALENT \ o U � I �W� SEWER IMPROVEMENT NOTES MEASURE, AS APPROVED BY ENGINEER, TO PROPERLY CONTROL SEDIMENT w 3 o xU RUNOFF. o �- a to w ¢ a:x w w z � �-wz w 1. SANITARY SEWER LINES SHALL BE SDR-35 , PVC PIPE. ONE JOINT OF 1 50-psi PRESSURE 12. THE CONTRACTOR SHALL STABILIZE ANY AREA WHERE CONSTRUCTION RATED PIPE SHALL BE INSTALLED UNDER ALL PROPOSED WATER LINE CROSSINGS. ACTIVITY IS TEMPORARILY OR PERMANENTLY CEASED FOR MORE THAN o 11`,�, �t7ti 1 4 DAYS. 2 • EMBEDMENT SHALL BE PER EMBEDMENT DETAIL. - I I I } m 3. CONTRACTOR SHALL MAINTAIN MINIMUM 9' VERTICAL AND 3' HORIZONTAL SEPARATION I I BETWEEN PARALLEL WATER AND SANITARY SEWER PIPE. ' OFF rDF - � �' �-� -1 OFF F R.O-w- a 1 7'I;URE V 8--B M f R.O.W. � I��D�r� i 37' S-8 �5I STORM DRAIN IMPROVEMENT NOTES _---___J_; _i-- -__-_„__-4--�i1/��/rT 3 C] ] t ICE;IV F_ GON - PROPOSED 25 B- 8 D TI-�.�.._-__ - -- - - ) 1. ADS (HDPE) N-12 PIPE SHALL BE USED FOR ALL STORM DRAIN PIPING LARGER THAN 12 INCHES (PRIVATE - ON SITE). ; FT ��_��_- ;i I �a�.__ �_- f ,, I�_�r�--�- ;T���L_'--t,�-/-7 .' � w �•`�--:-s -���` co ,�, 2. PVC SCH 40 SHALL BE USED FOR ALL STORM DRAIN PIPING UNDER 12 INCHES (PRIVATE).- r�.tr�- ^ a _� L -.� Li 1' T1�i' I- I (7 3. RCP SHALL ONLY BE USED UNDERNEATH DRIVEWAYS AND CITY STREETS AND RIGHT-OF-WAYS.I�� I � I� WHEN USED RCP SHALL BE PER ASTM C-76 CLASS III UNLESS NOTED OTHERWISE. 6" LIME TAHIL.� ED 0 FUTURE E SU R13PAD E I _ 4. EMBEDMENT SHALL BE PER EMBEDMENT DETAIL FOR PVC AND OR RCP PIPE AND PER 5' CEO ,ALK RE�11=RJh ��ELE � ` ,L > ui cn Q MANUFACTURER'S INSTRUCTIONS IF ADS N-1 2 PIPE IS CHOSEN. NO. 3 BARS ON 18" 117RS. E.W.. 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E VOL _1 P — `� ._.._ �, _.._ — ----------------------------------------------------- — — — — — — — — —� — — — — — — — _ — — 7 — — — — — — — — — — — -.:,_ _ — — — — _ « 1.00 awo — — — � — —� — — — — — — — — — — — -� 3 — — — — — — — — — — — — — — — —1 — — — — — — — _ 6-00 / -- ------ / —n.-- —ns — -- T 6w0 9 ]22- — 0 7 7f ] — — t —_� 11 W0 2� 13-00 /- 712 14+6� 00�� m can — — — �--------- i�------c--- �_— --],B \ \ ` \ \ � 20' ROAD EASEMENT ` I —� -- R.O.W. -]I]- -]t6- — ---- I � —I' _ _ — �-- — — — — — —% — 1 S / �1J m\ W \ \ VOL. 782, PG. 599 \ WEST LINE OF \ \ P.R.C.C.T. \ \ 360.545 ACRE TRACT / — — — I 20' ROAD EASEMEAIY / — — — — — — — _ —_ _�_ r I r7 o \ \ \ \ \ \ 360.5�5 ACRES _ — VOL. 782, R-G.�99 P I .C.T. / I — Z i it it /j o HARLAN PROPERTIES DO�. NO. 201467240007703�0 I 1 i I �/ v � o I i s - - � o i I i I z o D.R.C.�.T. I \ I I I I I / / I I I / > ui Q EET REFERENCE ONLY SHEE \ i i C2.03 \188-091 611 E F'LAN.dgn 1U/31/2U16 9:32:bd AM DEMOL I TON PLAN NOTE: UTILITY RELOCATION NOTE NOTES ALL CONCRETE WALKS, PAVEMENT, APPURTENANCES, ETC. IF ANY EXISTING UTILITY POLES, GUY WIRES, TELEPHONE UTILITIES, ETC. ARE FOUND TO BE IN LEGEND ALL SITES WHERE DEMOLITION WILL OCCUR AT OR NEAR A PUBLIC STREET, THE CONTRACTOR SHALL SCHEDULE CONSTRUCTION RENOVATION ACTIVITIES AS SOON AS POSSIBLE SO THAT THE EDGES OF WITHIN THE LIMITS SHOWN ON THE DEMOLITION PLAN CONFLICT WITH THESE CONSTRUCTION PLANS, THE CONTRACTOR SHALL CONTACT UTILITY COMPANY AND COORDINATE THE RELOCATION OF ANY AND/OR ALL THE APPROPRIATE SUCH UTILITIES (NO THE PAVEMENT WILL NOT BE LEFT UNPROTECTED LONGER THAN NECESSARY. != W WILL BE REMOVED AND DISPOSED OF OFF -SITE BY THE CONTRACTOR. ALL AREAS DISTURBED BY CONSTRUCTION AND SPECIAL PAY). ll ) I z , NOT COVERED WITH NEW CONCRETE IMPROVEMENTS WILL CONCRETE/ASPHALT SURFACING DEMOLITION NOTE: NOT TO SCALE v m to Z to BE HYDROMULCHED BY THE CONTRACTOR AS MANY TIMES OR FOUNDATIONS TO BE REMOVED EXISTING IMPROVEMENTS WITHIN THE HATCHED AREA SHALL BE DEMOLISHED, REMOVED, CLEARED AND GRUBBED AS SPECIFIED. ITEMS TO BE REMOVED, BUT NOT LIMITED TO, DISPOSED OF, ARE SPRINKLER z Q 0O AS NECESSARY TO OBTAIN A STRAND OF GRASS ACCEPTABLE SYSTEMS, FLUMES, INLET BOXES, CONCRETE PAVING AND WALKS, UNDERGROUND STORM DRAIN LINES, - :5 X 10 vz? TO THE OWNER AND CITY. TREES AND PLANTS, ETC. w 4 U) I I Df Ld CO ITEMS TO REMAIN N N N A z _- J = i i d ! o °' [ ITEM TO BE REMOVED SANITARY SEWER LINES, MANHOLES, CLEANOUTS, WATER VALVES, AND WATER SERVICES ARE TO REMAIN ao `� U 0O I I Q j m Q w J M) �� N U - I I o w IN SERVICE AND ARE NOT TO BE REMOVED UNLESS NOTED OTHERWISE. ALL WATER VALVES, MANHOLES AND CLEANOUTS SHALL BE ADJUSTED TO MATCH THE PROPOSED FINISHED SITE GRADING. ALL CONCRETE SHALL BE SAW CUT FULL DEPTH OF PAVEMENT PRIOR SEWER SURFACE AND TO REMOVAL w J < z X N ,uj > rn 12 O ~ ; J U Io � Do)3: 0(i I 0= V) a ILL z z N N I 0 cn U Z U Q I NOTE: i Z � z 00 W W Z p j j THE CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED BY CONSTRUCTION TO ORIGINAL CONDITION D W 1 N W o W Q z 0 ; z I OR BETTER. RESTORED AREAS INCLUDE, BUT ARE NOT LIMITED TO: TRENCH BACKFILL, SIDE SLOPES, z O I < ~ O I U Z 0 z Q Q z UO j fN FENCES, CULVERT PIPES, DRAINAGE DITCHES, DRIVEWAYS, PRIVATE YARDS AND ROADWAYS. ALL AREAS DISTURBED BY CONSTRUCTION WILL BE HYDROMULCHED UNLESS OTHERWISE NOTED. 0 z °�° J °D 4, Q I �o v z~ a o00 I o M U i ^ b U z~ F 360.545 ACRES L m _ 11 - - "- - -W . z HARLAN PROPERTIES z N I: I uvo U ; a0 J;J ,,, 20' ROAD EASEMENT 00 Z `` I`` o J J ! "� w VOL. 782, PG. 599 P.R.C.C.T. D. R. C. C. 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I 16.37t• .-.f' ?ES I NO I I I � � I I 1-b 0. z)4t ArvF'L k . •.. � iti � i � � .'� rr I." t rciph re Sou c in QcL r LJVfJ �y 1�y y+ "1 7fyy 7 LJ L L J � L}^ r1 F' 1' = 1 I'1f:' A R R:� F A. T I C K S D.R.C.-C.T. DEE.' nwop. . or Da_JN COJNT'. -HD+5, P.R.C.—C.T. f Lr+T niccnn Cr COL_ r, COUNT-, -=xr5 'yOL. YrWk•_ PG. PAGE DO'-. kri. aOvJ,.VF FJUk=M t1 11C04 tL;L! I vXHU G.M. ULIN I %'_ _UNU 'AUNW _H U. U I L I Lr's_k'_NI W.L _. Mph L•. L I N L U. LF°i_N I H.U.Y . I?Iv- I-L!F-W...1 3.1. HUL ANI; = C E ', D vat *c ;101' o F F OPERTV -_'2P. M% ■ M TLRicc, r wr T T'f vCF •JET l he t , Llawid :.:.or tc ^ Le5'ri 3_ e F#eg 3_sree I'ra-e•3sic%eijl Lune t. _ rveyor I'ee r ted ri the _ _= to a- I e xu 3. = o hereby = er if a kh{Jk have p •epa red this = a_ from e n actual on the g ro-inc = _ r.'e•'., of _r a lead end the mo r lam= is shC'r, rl h= -ec - Y.-ere f- inc anc/or pl•:jv$d nd? r rv'y :,slso - al sU :•sr, isle r and i • aCCc lc•: no$ .-#h .he Plat#ir F,.Ir!3 anc C tdc#ir.� %If v '; #'r cf In-, Texas, Thle donument shall not ha racorde d for any purpose_ This drawing shall bo used for REVIEW PURPOSES ONLY NOT FOR APPROVAL D-uvid Carlton Lewiur F?,P-L.Sr No. 5$447 Date: JUKE 17, 2D113 n-3 2-3i-Rt.- e,,ir, 7_P. . f. le�u� Rtt Ji:'.•u:"un "�:3. r1H1 I S"ory S urve rora, L-C. 6241 Mid C'#ics Pt,rc S_w 1 C•2 F•J" - ; hlg,:I Ili . , -x 76' 62 `F� (r�oa!tM oat tot•}tot•:. -A' D CXaLT_'• __Yd 3 NOTARY CERTIFICATE STATE OF TEXAS 00UNTY OF TARRANT 6s4C 's mer the unders _ ned a -th•_ r ty, a Notary P.abl iv n an•_ for the =_•= id Cot. r kY •_ r1d Sta__, c- trlis day perEona fy c ppcc roc DAVID C ARLTON _001S, kno-o - to me an be the � c :ion w hcac - amC ' __ _ - bsvr bed to ;hr fnr-�r,"-J inS--Ur-n- anc Cv�- 5e'lec3rd kT: me #hC# ,- extra•.#-:1 the same fr:- the, pu-prrc!5 cnd l�u •• s" Jertrk":sr15 ex p1 y s�srtl F•t+1 r." • . Ci•:_r un•-or -� hend a-d sval of office, #h a dcy cr 2C OWNER'S DE DICAMON STATE OF TEXAS COUNTY OF COLLIN -%r1 •• U 1c11--J1 D r i _J, it; Lh a ow•• 1e1 o1 JII -lick ue1 I_:Jil1 %5 dr. L7v ucr L'= c 1 UI Ir•, by kh r r i 4 •n •,vi�� t� ih- rierr! •et:c-t:ri 1n f'nclin-rni° hJ Imhrr �f�•'IF:-7ti7. 1� Tht is-r1 R�rrrri.� of {�rl In ,.. IjnL• f, ;D R C T.'', in the, C. Stark `u J-y eye A 71,.• a City, of !.- n _. •"'r_• lin C oun k p, -sx rys an._ -acre part o, Icrly %1osvryt,,Cd �-,y th v m-:�A -,1 %--0 7-GUl- d3 o-, foll ooo; -'ol b L.:3rin , = rh n5' n I- Crz nn %'C� :�aoccl on 'tr v r o5t l In- %n- 'Lail•:: '-rr:F1!Iint:, Ph::! 'A. •riccTe1m:: ii, rllialrrn l'.IY1 Nurrmmr 2015-r51 '•, ,het P1rIl RL'I:I:r11F5 IIr '-c:1 in l7xl.niIv• C.x_= r'.R.C.-.T )) L ,1 lrf'r h rlNTak n 117 lrnn r iTr.� nC f-r kh- nn� fwr. ; -r • nrJf 37.'7r C %rr F, kh ?•r,• r••• - •r• ••ur _ � vex_ _.. r1 r' ul _Ile 1t.�1b ut1 a Lr utL Jes_• LeJ r1 k °e t:reJ k1 Jw11_.. __II cr•�rr • Jr. 1 r_J1 JeJ 11i N1lrrher r7 r'.f'.:' T., c-ri ', fhn rnrf line n- Fhr, . ^ }"1 r - e. Frn-F rirnr.r'nrri in We dz-z z to q#s'y e L. '?'an- a recordec in 11c4 Lama 61 C:° Pz ge 425 O R, C, v T. i �EN�E N•_r#Il 01 "7 22' Eas_ pas--g at a d akcres of ,39vn _e9 3 1/2Iron rod 'rr#Il u _3p s_,amp_d �:,?F W \ ` found ;c. #h•- aou - - Cao# oornor o- Lot 14. Pock A, of sc-d Anna C..•_ -sing, _ - aoc 14. rand pr -sin a u cl_tan ce of a 1 /2" rorl r,5d srltli o •. up stamped toun d -cr the n urth eas_ = orr er o- �_ k '1, of _ _ id = ock A. -.r+nc C:r,,s = r g. Ph.3sL 1 A, an•_ con tinu r g `cr total d =#e r ce ' 2 _•2. 2" tL% a 1 /2' ir%nri rnd kr a ooF =kc-p.-.- "SFYY 5547 as-. -rr xhT: mn3' ww-.k-rly -cr .- '15+o# ccrnrr of the -cr--in dssor"3�ed t v; t. comr- Cn to _-.e = -_., th,.4ea# corner _ r Lr s rig _- cf_ stay •_ edic+_ Llon, re,_ x-_- sd Vla. '.'L:' I :':)CI1 :.1d. ' C :.H.[:.C".I. LF: ur 1. nl I lalur r. 60' Hit3hI-{:I-W11 k% 11`1:31 F: L_.kr"..l), Wh iuh "F: J p:Ank :in :] __:',e Lu Lh= Ie'L, Isu-"i11y u Lc!11krul J11gle vl -J A , c rL_iu•s tl L at".'aL"` unJ u chin J uearirly Uri a1a_an _.t of r, or_r 8-C .31 ` 31 ' Er-0 - 72.3-; I ENCE n1 n -iq smid r1.1rv} to . ha raft. ni .n q WA :,r..01- l ins of soi•- righ r - ^f- v,'rry dfAir..r..t" nn; On Ceti- 1i ;tin -: a f . =r 1" t•- e ` /2 L • 6' • 6J will U Cup •3turrl Dee -LPR°Y 5e 4 F ' -set `or _- a '• u•3t crtrier'ly n v1'kF` es_ C Drn o of _- c I- or•-: - los-7ic od trr•-,t, oomm on _o th v cc -t --or- Cr c f ;cid rigr- ; of 'aa y •- odic_ Lion, ant: in th•- north il'ny of E-• IJ 37.J0 u-.re trust, .._"lair- ttr _• ! .._ _E-( 117! of l;uurl:y Rtjd 422 L'.:�pe•eelk 4•J S•_, th 98' 25' 44:' East ew.30' ilom3 #h,: cen#srlin c of sai•_ C:our _y Rr ad 4-22, to a me g nail -Kith ww: h or -,+�, �pCC SPRY 5-i47' .,r,# - cC� cry kw -r,� kh Y nw -#h•Yaak cornc;r of the F orYin �c:-xih vd true#: South 01' '4: 1 G' Wi%at 1 58.7 ' _ 3r�tln'J In; = on%p the cent-31'ie of sold Ccu r .ti RCc.d 422 _o a anc n nil •. "Fr n ,ern ;hr-r F:+o- irict- 'F F i ' !� - 7 - �c F in 1 %phr: :r-.f f-,- fha m.-, F rvi fr.rly .;r.0F r:n ;f r..nrnrr �= We h=_rein d=aorib-3_ tr�:ic_, ccm --cri .c the nF•rth East corner of the 2,80 acrf. trio_ d?acribec in the coed # -0 i_ r;ard A. F. -3dir° Inly %k a atherin� F. F.i cm r Im'! reccrdec In U-ocurrl e- t NU rrlb•s • .2C J4 �_Y%5U•1 Ll. h. �. �'. I.; 11 Nr:1 A cr I h M- .r." ' I : "iiit!s. t:1 nyrnt. I h m rio• I h lien it «( �:c id 'Lit:r iirn irrl p I r Lie 1. F:1 clrrint; c1I a Ab; I11r1::4 c I .5E_{)P' U . /2[ Iron rad rau ^ d ::inc Can k ',.Li r g for a =;;tul d _ tC' ce r_•r ,ice : _t°:J' to u " Z2+ Iran rad w'Ith a ee :� _tcr- pe = SPRY H7' as- for a point -cr •_ corns of the r.ereln descri3ed _-_ ct: -1 * N(:F li'tlu . •- C-9- f cs " 9' Vh F.k - M!L P. :' %il m is . • e 'ass i lirl r ii I -;c id FJ uki ii sirn I cr :r I /f o- 1 od 11)ur1 J for tr e m _ __ k southerly sou kll eas, c ore sr t)- the h-Erelo descr _ ed tract, in #h = n orti- in- fj- #h-2 saved ?U t sell our•"L- p LJ'. tract., - IrNl:r AiirkF i;F?' 71' A_5' 'Nm-II - r3{.19 c 11r1;; Iret! r•nr •i I"• r. cf FIlifo ,x: .Y!I Rus!Ir.11 '-:c'emy ,Il. Irel:J, to kF a M-IN k}F NIN''a ;Jllc L-Vllk_ill ..y ,}:'.at"+ UL:I es UI Ic--LI. vC::• TF ER..E=0-�E, �W!:r }LLBY THESE =RE3EITS' -hni Anna Irnrl:•:ynrnrl.•nl yr.F1r::,1 flit •icl, Ihr. C.-N-nr, ran.nn hr!rnhy ni-Ic:il hin p :•l ri:••;'t;rnrnlirnt; the -nrc-n Fv:rnrn 'e.F;:. ril)rl I F:' L::}` 1 Iy {1 :1 I OT 1 , RI 17CK 1 , A%I Ap, FI FMFNT.I%RY NO. 3, ; in c J1 li I it: •• 111 rr -il y :)f f+r1 1 i. Clall`1 Lounit:'. Texas, uric cues sell da=ica_e fee 3i" pla _J the pLblic u•3e forever u,' atrssts, iLl�tB of-Hoti'_ and ;3I1eys sho'kr1 #h=recr, end do -ereL-y res-er-'e U),? eassme-#s =ro'kr on thin �at for the mutual Lase and avvor-mod ski an of all rubl'v u_ li_iv5 z v�'r rnq to u*c or usinz, #hc !3a -- o, Any pdrbl-v ut71ity s-lal havv I.F•r. r icl 1 Inn rr. - nw4 c nii kt4tp -rrrn:)Urt: a I or rx:1 1 c I c ny k.. ild "nel�1. l nriom ;. I rrrr1. !;h • 11:)% c • :A hr. r innpicverrne•,L'S ur yru•H_In'S in rildch ri11y wuy rnnLlcnmyer u- ir•Lerlerr v.i_io ki•r •_•111`S _'Uc :IVri •nlu • kentan ue c•! sfr!:iencL v` i_s •espec '..e a',;-_tgma er' arly of sasom,?,L-. jnd any p_.bly: Jk lit;• sllu l ct a mes o=r•- #h•- • %;lh_ of nq-cos and Cg-ca= to and from an•- up•nn .•ic oa'•d caocn : rat for k -z. pL.T,7-7�•o o- ..nnrtnit:-inc, .rr.nnfr.rrJ'iq. i- ^-.firm, nnc Prifmllinq. wirhr..f -hr. nrrcnnitV of nny F`mr: r.f prri.ii-irrl --n ::4rr ire sr1 c I :: nyanr.. I h i , :rlci I t:lrrl • nu41 r.jh jec. .:r :ill F:I:3k I ir1t: orc ir1t1 _ c c::, r ulem. rrtault:l it: ••::, t1 •• 1 •esolutic r t, of rP s v "ty of An-::i, Texas. Ni+n _33 --,,r he nda k- i&y c- 24 ;irnrl-.rr- T-flc NOTARY CERTIFICATE 3-ATT- -7:- Tr-�(A::. --OuNTY 0: 3cf,)ro r-,-., _he .end. : iq nod au#hc -its', 1 o-c au blic in w nd for -- c .sc-d C. punt-' and on t- is ray :,4rncr•:il v opF: rrt:------- kro:)Y.'rI [crr!m I :: .nn :xtr-x:.. W":,.;w ••:]rrlt! i!1 s'_:�s::r"I�rri lc .t f {:1 e.g Arnt: i • F.I r.J1I12:r11 01111 1lC krlo1vIrtlr:.r:J III I I le. I h{:I • F'/F:I,k' t-xt!{:..I Ct1 t ••" .`II Ir-•!t '{}I I L•!t F;,,1 :}I7.`3F_.`. U ••:J _ 1173id sr+=tier exp -eassd he •sill . ;,cyrn ndc- m'r Turd anc 5ccI or -f-•c,-. #hi-5 day .of 2Q `Jo+n-• 9ignn-ur- hn-t7re -fmmn v3r.'fle #e of Appr w,al of the PIa�ning and2croing C mm'L inn hi!; picI ha!; L::::: !Iuhrrl"1.tx: Ir: a -d cr. !I`dr!r:rJ by Ihc! PI ANNli`J'Id'J } .r.,:'rJIFJ':: MIL b' of I ::. --:`Iy cI Ara l,u, Uric it. • rrt! :)_� u:)pr u're J by Luc • '= rrlrr• s 111_ -his day of , 20 'to r: ppr'o'.e #hio Plot. 3Y: v 03irm"7-1 3ecre;:c:- 3 LciLxrrme111_ 01 AJrpkiol l L C;ourlci I -he City C-.un7'1 o- A -,no. T ,!-- r7 #h' . dr:y of ________•.--- 2L;___. votr,7. n 1r°-1a_ tree ;' I c: I F• i!: :ilr1. tined c pp • rwn i1 for `ilir 1 !ice rr:r:r 11 Nc#c ,r Sign c... ry Nc _ary S.am:; JY--- ----- - - - - - - --- IN O T E S '+irly:3r 1. IF _ kJlvi:-y i�.; =s_rJ Aik••1u_ r iL 11 u t_•u1 •t=••L _it t_ rrpu _ and 's !::SL•jet_ _, rew = Jrl upol1 •eceip•# _rereof Sur,reyor has d•arle r'1 ac,_i_ oncI rs3a+_r+_r fe, F _=3 11e ea•3e-en_s. r�_tr c#i,_r.s or covena^ts Attosk-_______—__-• •ihi•- - -nay aff{1Lk t `nrnpork.r, - f{ rrrrfn y M `Cur L't'r:sr ••:3L; ••:A F: ••yrlicxl Ilp Itx- n t-.c c ny tier qr ni. ••:i u.`li.`4s c: ••!i?t:•r which -nny A COMBINATION PRELIMINARY PLAT OF LOT 1, BLOCK 1 :nuu LcJ uric el cm rage I LI ie !::uL•jec. :)I c ter Lp. ANNA ELEMENTARY 0. A000rdir� -c the: =Ioo Inou'a °._.a Fax 'dc-, No 4"f &50C` (,C J, pu-•Ii3hc b.f the Fc orcl Errorg•�•icw `,-jnnc•:,-Irfr.ri• , 11nr: 'I?, %70n, ihr. r11-s.-wnri nrnpr.rf'r nhn-&- hr.-r r.- dr =. }- lir. wRh"n r-ny rc:�4:_ie1 1lr:c A ha ec' d c rrt: "n1i ••:in htA by Ihr. I I1[)-y4:3r I1rloJ. AN ADDITION TO THE CITE' OF AN NA, A PLAT OF THE 37.00 ACRE TRACT TO AN NA INDEPENDENT SCHOOL DISTRICT. RECOW)EI) IN ID MENT NUMBER 2005— 2-879, 4- 0" [Ile i•3:sU2 e = kt? 0_ _ _. 1 •`-`s '_• a eve •y ep == pruF• _' _:•' �• 1L=•r+' Ilel'evl7 3 zv ^ eJ SF E �L 1ulL] le Farr ly RE-CORDSI.JIN COUNTY, TEXAS IN � IUD �I=�D �D OfS�L 3eald-sm'_1) accc-dii_:r g #c -a Citor A-ror-in--rice3 ni-g or -in --rice mas. F.efsr to =.-Lid zon•-g ordi-3nce fc•r IN T� C. C - 798 - ini mu — c rid r axim m sokbC vk -cg ire -7cn#s, CI TY OF ANNA. CDI.1.IN COUNTY, TEXAS L I F• e Lc x" a u' b me C - y I c • I I1t: Fir:)pt!r k,- ::;Iic).K11 • ie1 -L-xi it: a t!-jt L irle a Ai Inc, IJ • J'u'= it ly, I 'I iu`:;e ° d% 'v Ar�na Ind _ oer Glen_ h," 'L. LLI Ic iiil .ol e 3a,11' I'.i:. y "r'NEFt' t �. `-LJI- �YLYC'I L_� •}l Surx'r cr e DCf•unle -' L Nur' ber 201.3 2k 2 P. .G' .3bhool Dio#r'c# Inc•. 22E kiid --,ties 31ti1d., Sle.102 5, Tl-c 15' 'Motor -i -v Easomcn# ccC-dcc r 'tir.'lu-v 'C5r,, Pax_- 69C� and '1c umc 1, 7, Paps 13 is A 1 ;. ;i lL = a Rr I 1 .iiri-ii-'- RI „-. -. r..1 7f Nnrth Rinhlnn 1 lillr,, -7f 7 31 �7 Arina. TY :540C• �s�� Richi-2nd'Hille, Tx%192 Phone. 817--'6-4r_'4g it-:r-hod c--, 1�' ',wide: Fhnrr..r;f hr.•"-a --7:-'n. li�ir n- r• w:-r.- I'n.^ r1a In.. -IIrr. _r..C;.ki•-•n nn ,hrn%n ir, Fire R,.r�. rJn 'f•'1 ,.'17f' h . n...: .+�ctsr & Sc li.Jrj ulc r g r:#U'e SF1a -p SLree_ __ rr ai ^tad r ed tk LI e L # o- A-na_ ',5'a:_ r SPR%' PRGJEr T ki`7 022 036 7-9 -c 'fl;:s ale r g Cc r ty y•3ad 422 is mG n-'_ inec _ Nor--) L, all'r1 •5ti'•ake - 5, pplry C'oroora_•on. [METE: AZ 201 R. I Jr1 !:'IK {}l hc! ": ke! -Ir! I!-:i. r1 I :::}I Indnr Y :Nara.': V lr}l cc i •• •51'."i r:ir .. ! it ih je.{:I r: • rl:}:_I .•y' •i ••:}4l'rl I iNr Nnrl I Ir n 1 / " itsr1 •ut1s Nk''. 'WIF1 {l CC:) !:Ic1r-•ped "L_>I'tY :� 1:'p. _ p�� THI ; 1''L� T WA r 1LES 1N D0'_Ll iF�ENT NC. ON DA I E Ln V � �(� a 1L`JJI Z N Q co Z a_or_CS N CS Q00 X v Q I- z V N _J .— U 0 J 1 0 C/1 Q Q W = 1i Z U /^' < Or 00 V I O I Z tn Z 4.0 °° D tn W I N z_ � 0 W m W O U= �= w c3 a o � er Z N W 00 _J U C/) J O z Q O U C0 z O Q) CE x Q w z~ Q w z _j CO w z z J Q 0 w U Q w z F.- z Q A .# E�JT H M. HAM IL DUFF ., 87384 7 3 8,4` {' 8-12-16 LO011 2 lJ 2 0 i WcL 0 C M Y 7 Y `t1N \ c3 � 0 Ct W tAJ Z W tnZW 3 W Q XC3T 11 � O a W x tAJ Z 0 0 O (i W H a 0 m \188-097 PLATAgn 10/31/2016 9:29:41 IL41 SHEE C2.05 REMAINDER OF TRACT 1-129.92 ACRES ANNA TOWN CENTER NO. 4/SHRP, LTD DOC.s,Ni@, 2004-38965 D.R.C.C.T. RIM ELEv=719.96' FL-N(IN)=711.96'(8"PVC) FL W(IN)=711.93'(8"PVC FM) FL EIOUT)=711.8 '(8"PVC-F21 - - .SHA_RP_ST_REET R.O.W. DEDICATION - - - - - (FUTURE 60' R.O.W) DOG. N0. 2�i 4itiA0012A871D- -------- D.R.C.C.T. CONC x i i i I 1 1 1 1 � 1 1 1 c-i � ; 1 / J O 1 SHARP S TREE T < - WO I o M (FUTURE 60' R.O.W.) Q O Of Z Ci UCD0 O1- I ------------------ QZo i -,1Y 00 OI o00 z I Q o I Q b U U I 0 l 3 1 `' C'O�$o / \ \ "'�\ ^ \ �� ZI3 I BLOCK A 1 ANNA CROSSING I PHASE NO� /' \ 1 REMAINDER OF TRACT 1-129.92 ACRES LLI; 0 I QI� CONC FH 3q pOC. Np 2016-4$ ANNA TOWN CENTER NO. 4/SHRP, LTD D.R,p C T -- C. GRLO` G� ��� 1 DOC. N0, 2004-38965 D.R.C.C.T. O -__ i ,woe/ I ----------- , %�% Z REMAINDER OF \ I W ITRACT 1-129. ACRES SOUTH LINE OFI i, jI ANNA T ENTER 29.92 ACRES fRACT I I I CONC i''QROQ ASPH NO. /SHRP, LTD EXISTING 30" OIA. j/DOG. N0. 2004-38965 - - - 7 _- r_-__> - - - - --C.M�P. TO BE REMOVED �` D.R.C.C.T. --------------------------------------------------- 19 10, U.E. PASSING AT t8t5. 9 �- ---_ -��_"° ! :z-713 - DOC. N0..C.C.T 2015-262 A t/2" IRF W/ A I 4 ;T6" 720 / / _ _.-o�_ - - -•'- _ _aw - _ _ - - - - �- - - P.R. Q y "CORWIN" (C.M.) I R D = T00 -"�I- LOT 9 I A - n.110 4D � 718 / LOT 10 I \ l N, l \ \ I _ a a U o �cr o I 9 \ \ Q J a" Cj N 0NUZLn o 0MON ^m J I U o ZZ '0 I 70 \ a J \ s O J I \ s I LOT 14 -------------- PASSING AT 1390169 I -+ A 1/2" IRF W/ CA "CORWIN" (cm.) ' \ I I ----------- I � \ J U D U IS CC I \ UI 1 I � \ O _ � I ✓ 1, 1 \ �_oo y\ I \ Z I") " 37.00�CRES I78\ w I I \ , - bio- REMAINDER OF 005 ACRES \ w I \ 1 I ANNA INDEPENDENT (SCHOOL DISTRICT \ - 0 z I 15' U.E. DOC. N0. 2006-2-a79 D.R.C.C.T. oVOL782, G, 599 _ - - _ _ -- --------------- ---- -- \ I -- -CN FUTURE 8 719 "WATER - I I / - / 1 % CONC -__-__-__-__ SLAB \W o 1 N Y \ ----- - -- -- i /722 / 2 i 720 I ^ I------------- 721------------- I / n I 'I20 / 'P 720 ------ I � 1 I � � -"- _G_ 15 TgR79 __S1LR_k EY ,_41^ 798 \ � 75 718 j a 717 R \ \ 1 ^rvu 717\ o ^ 716 / �- 716/ U I 1 U I 716 V) Z CCQN I , 714` \l ' v I/ ,4\ \ 715 \ \ 1 n n A I LLi U I ,titi j >aUj 0~0 I .e 1 1n � I / w (� 711 \\ \ \ 714 '1^ • i AT 30.02 SAIN /2?I 713 IPOND 11 n 2.89 ACRES RICHARD A. McMINIMY & E NO F. 2004IE c DOC 29301 D.R.C.C.T. I ^ 1O\�719 30- CMP, L W(IN)=710.70' \ \ E(OUT)=710.39' I I\ � IEXISTING FLOWS ARE CURRENTLY BENG CONVEYED THROUGH 1 II EXISTING 30' CMP AT THIS LOCATION I I 0100(PREI = 57.3 CFS FL E = 710:39 J I I l i I �aaL3 � N _3 I No I 1 _ I I I � 11 Id I I � I I II I � I I II I I I I I I I � I II I II I I V 7�6 I 1 a � - I �v, - I"I i0M Ja I I �o I I I I I II Do I d I N 0 I w0 I I I 0a�� f l I I U a r �I II U-) n ll✓fib J0o I 1aO Z F9' I O ' o I,i I I I I I I w 6 C I a°0a I I II o I I I I I I II / I I ill I I lo" II I I � a: l I co /I i I I I I I 1 '✓ I I / I I I I 1 I I l; I I F � I / SITE BMp5 / P NAIL SET / 3 I N CONC. // / it I I LE \ N=7,P6.30' / / I � I i I LEGEND EXISTING ELEVATION CONTOUR 580 _ PROPOSED ELEVATION CONTOUR FLOW DIRECTION DRAINAGE DIVIDE NOTES: SCALE 1" = 60' iiii 0 30 60 120 1. RATIONAL METHOD USED FOR DRAINAGE CALCULATIONS (O=CIA). 0 = Storm Discharge (cubic feet per second) C = Runoff Coefficient (based on land use) I = average rainfall intensity for time of concentration (inches per hour) (from TP 40) A = area of contributing runoff (acres) 2. TIME OF CONCENTRATION = 15 MINUTES (MINIMUM) 3. RUNOFF COEFFICIENTS USED FOR PROJECT AS FOLLOWS: C = 0.40 PARKS, PASTURES, UNDEVELOPED LAND C = 0.70 SCHOOLS C = 0.90 IMPERVIOUS AREAS 4. DETENTION PROVIDED SUCH THAT DOWNSTREAM FACILITIES ARE NOT IMPACTED (PRE -DEVELOPED DISCHARGE RATES SHALL BE MAINTAINED). PRE -DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C Tc (MIN.) 15 (IN/HR) 1100 (IN/HR) 05 (CFS) 0100 (CFS) COMMENTS Al 19.23 0.40 20 4.40 6.78 33.8 52.2 A2 1.51 0.50 20 4.40 6.78 3.3 5.1 1) RUKNOFF COEFFICIENT FOR A2 = 0.50 (SEMI -DEVELOPED DUE TO ROADWAY) Zoo Cf) J O z Q O CL U WW z X rr U Qw D z~ wz � � cn z z JQ O w U Q LU z U) Q V) CLI 'n w lJ C� Z N ¢ 00 z z Co 0 � N O 5 W I Do V)N a0 z U N a Q w = L_ Z U ¢ of DO J O CL = V Of Of O C) I Z 00 C1 to w I CV Li.1 0 Z _i Lu En Q w U w z 0 z ~ _ L'i U M I o � Z N w 00 d U I 7.44 E■ t' w 0 z_ mQ I..L z O_ U mD I..L W z O U rr.;y� l y N Ili S1 4T]ZN� I¢, 13r�rlL I�}. �1�3yAw 87 '�- g�t� 8-12-16 w fT w= L� 2 Q z Ly 0: I N In wU_o � M `UN \ U - I O 0: w U L'i Z ULJ 2 Q CD W 3 U X U� U I- W Z O O Q w a 0 r 00 SHEE C2.10 7��L\f•/G\ZiI'I'i 1109il0101iG • 9W1 STMG RAILROA � 1 /CULVERT (39" P) I CAP=85 C, acres s pond 1< 2A Q ` 11.6;' . 36 'ROTE ALL EXISMI / RUNOFF IS CAPR '\N EXISTING SWAL 1 / `\ „ 0,41 032_ M00A0 J _ 0+23.83 0.41 0+00,00 0+30.38 062 09G 5•ty Y. , 0+34.82 241 SHARP ST. 1 4- 1 0.42 1 s4 013 060No 013 2.64% J .. _ 6+00.33 �!s •, ,. i]21.02 1 719.52 ... . avi.""^s-�':. .ry '.,� _: ar. , L.'i. ,•. ,=�*z'3ghy 4` '. _- v ..,, 18 _. .x .� .�`� OLI31 0 49% ,. « -Iw lw�la ._ 8«3327 052 " A9o. •.'s. 0A7 8.74 a L25 ` 0.10 ;721.17 T 1.07 71948 SA4LN5.0i(>,'! 0+00.00 705.12 702.12 834 3, LLTSA 0+13.71 043... 0.90 039 060- 9.36 705.58 70522 702,20 702.20 IC 0213I 057 LAT52 1+32.40 36+ 390 326 %74 '.060 - 0.18 70630 T06.12 704.12 702.87 , o-•n,r 5s. e -. a'*. 21 � 0.013 J. X9%- - �k LAT5.3 1+74,49 157 "om 141 374 lobo. 0.71 707.49 70699 70559 705.34 n" '0 q .c aB' 18 � � 0013� 89"• <.- .. 03S ' BPND 1+8526 000 090 + 071 1 1)4 : 0.07 70766 M7.59 70590 705.90 - *Y'.- m, qmw707.87 R,'LEi' 1+99.37 059 -.'� 090 `74 _ X)25 707.76 1 706.22 (ROM _ ._-_ ___ T __ i __ 70538 702.95 ,.r :.5: _ I%d4s.9A3"✓a p.< x. 034 3.65. 315._ 1R . £"11 . x.� 0_013 303 0 15z... _ ,_ ,., v ... d! - %6 .,., , . w�. ^? :.•, -n:. .. INLET 0+73A5 043 D90 039 &74 1,25 0.07 70532 705.65 70522 5TMLAT9S'?�" O+Op,OO 1 706.$0 703.50 3s2' __ r. z«s�a. :.ra'�3F :��T�„$�X.: ak 47+: n '� .. -. 'Mai" ooe iXs^% :. .• sr' x7M.49 IAT521 0+52.80 '- 042 0 0 038 8]4 _ "`xii ^ 18]°0 0.60 116 �.�a. 70915 - 109.00 704A9 INLU 0-88.51 320 )90 2.88 834 125 L70 "711.75 710.05 705.16 STMLAT53 0+0000 1 1 70749 705.47 .- _ ,... 16 .^ _ MI,ET 0«3G 82 15P. 090 L41 8.]i - -41.25 0.95 70895� I M9.00 I I 706.22 I ..,......T.,.... ELEV. 671.86' 60D NAIL IN A POWER POLE APPROXIMATELY 50' NORTH OF A BRIDGE AND BEING ON THE NORTH SIDE OF FM 455 AND EAST OF CREEK. BENCHMARK IS PER CREEKSIDE PHASE 1, AN ADDITION TO THE CITY OF ANNA AS RECORDED IN VOLUME 0, PAGE 32 OF THE COWN COUNTY MAP RECORDS. C)ENGINEERINGEONCEPTS & DESIGN, L.P.- ENGINEERING / SURVEYING / PROJECT MANAGEMENT / CONSTRUCTION SERVICES - FIRM REG.# F-001145 201 WINDCO CIRCLE SUITE 200, WYLIE, TEXAS 75098 972-941-8400 FAX:972-941-8401 WWW.ECDLP.COM cNhcZ IUA1e: DEC. 15, 2014 NO.: rRR ECT B912 THIS DOCUMENT IS RELEASED FOR THE PURPOSE OF CONSTRUCTION. THE SEAL APPEARING ON THIS DOCUMENT WAS AUTHORIZED BY TODD D. WINTTERS, P.E. 87085 40 20 0 40 80 SCALE IN FEET 1" = 40 FT LEGEND - - - - EXISTING CONTOUR PROPOSED CONTOUR DRAINAGE AREA NUMBER 48A- AREA (ACRES) - 0 10O (CFS) © DRAINAGE DIVIDE - FLOW DIRECTION PROPOSED DRAINAGE CALCULATIONS AREA AREA 111001 011001 B (=c ) TC C Qn/hr) (c/s) COMMENTS DA-1 0,52 10 0.90 8.74 4.1 TO INLET 1 AND FLUME DA-1A 6.32 20 0.50 6.80 21.5 INCLUDES POND DA-2.1 0.10 10 0.90 8.74 0.8 PROP. RAODWAY DA-2.2 0.44 15 0.70 7.52 2.3 EXISTING ROAD/DITCH DA-2A 11.67 20 0.50 6.80 39.7 TO FUTURE INLET AND EX, SWALE DA-3 0.40 10 0.90 &74 3.1 SURFACE FLOW. DA-4A 0.96 10 0.90 8,74 7.6 TO INLET 4A (10'RCQ. DA-48 0.52 10 0.90 8,74 4.9 TO INLET 4B (6'RCI) DA-4C 0.41 10 0.90 8.74 3.2 TO INLET 4C (6'RCI) DA-4D 0.42 10 0.90 8.74 3.3 TO INLET 4D (6'RCI) DA-5A 0.59 10 0.90 8.74 4.6 TO INLET 5A (6'RCI) DA-58 1.57 10 0.90 8.74 12.3 TO INLET 5B (12'RCI) DA-5C 2.88 10 0.90 8.74 22.6 TO STORM STUB OUT DA-5D 0.40 10 0.90 8.74 3.1 TO INLET 5D (6'RCI) DA-5E 0.43 10 0.90 8.74 3.4 TO INLET SE (6'RCI) DA-5F 0.36 10 0.90 8.74 7-8 CULVERT LN 7 DA-6 0.72 10 0.90 8.74 5.7 TO CULVERT LN. 6 In 0.35 10 0.90 8,74 2.8 TO TEMP SWALE RECORD DRAWINGS THESE RECORD DRAWINGS HAVE BEEN PREPARED BASED ON INFORMATION PROVIDED BY OTHERS, THE ENGINEER HAS NOT VERIFIED THE ACCURACY OF THIS INFORMATION AND SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES WHICH MAY BE INCORPORATED HEREIN AS A RESULT. ENGINEERING CONCEPTS & DESIGNS, L.P. FIRM # F-001145 TODD WINTTERS, P.E. DATE SHEET DRAINAGE AREA MAP 13 ANNA CROSSING INFRASTRUCTURE of CITY OF ANNA, COLLIN COUNTY, TEXAS 29 '--CURB INLET _ THROAT ELEVATION=708,31' *NOTE . o i" 0100( PRE = 57.3 CFS i' 0100(POST) = 7.4 CFS (BYPASSES POND) ! 6 + 46.6 CFS ( RELEASE FROM POND) i ANNA 54. 0 CFS $ ; WHICH IS LESS THAN 57.3 CFS OK 5=�o i PI DO C. N CONC ! D. f? // \� \XI REMAINDER OF TRACT 1-129.92 ACRES Q REMAINDER OF TRACT 1 129.92 ACRES �� �� 0�(L 9 \ ANNA TOWN CENTER NO. 4�SHRP, LTD Or: _ _ �- ANNA TOWN CENTER NO. 4/SHRP, LTD ��� �� �� G ';�, \ DOC. NO. 2004-38965 D.R.C.C.T.- G 0 C' 0 \ W o 0 TRANSFORMER DOC.s�lell(�. 2004-38965 D.R.C.C.T. �,-�'" p� _ `� �� ,- oe// I ELECTRIC VAULT RIM ELEV=719.96' P�� �� ,� /Q�' II SEE PLANS FOR ANNA CROSSING FL N(IN)=711.96'(8"PVC) \ I INFRACALCUTR I CTURONS TH I OORADRA I NAGS EXTEND I NAGS CULVERT $ >> ! MMUNICATION JUNCTION BOX FL W(IN)=711.93'(8"PVC FM) _ �" �': _- FL E(OUT)=711.89'(8':PVC-EAA - '- I� AREA MAP INCLUDED IN THESE,,, I 1 REMA SOUTH LINE OF_ I 129.92 ACRES �RACT i I I I TR A CONIC o I� ,� I snE xz `� I ,�J A T cli _E�__R_O.W._DEDICATION I CONSTRUCT �� z'sEr car+c IIVV�I CULVERT 1� ! i N0. 4/ . W� DOC. N0. 20141fT40aT287tOCONC - - - - - P - - - - - - - - -- CONSTRUCT LE Ai10 i D.R.C.C.T. /_ ssMH ("� - - - --4--------- CURB I NIL E T ------------------ -------- u - - - - - - =5S _ - - pDIA ° ,� I�3qr) go - - - - - - --------- - - _ - EXISTING 03BE REMOVED SIDEWALK 14 �\ �t 8" RCP ----- ---r=- OE OE r,FL N = 710.48 2015-262 PASSING AT 1815`.29'--------- 2 - 7---0---0E----oE - - - - - - - A 1 /2" IRF W/ CAP p= 7 6" 0 C, T, "CORWIN" (C.M.) I +„ C 0. h19 / 7 7 720 71 1 H01= 4 / PG. 599 1 LOT 9 I = 72. tr D}-i 18 >>� R. .C.T F CNST I CORBTRINLET ------- r \ \ I CONSTRUCT CONSTRUCT 1 °• > CURB INLET DROP INLET F aU I ° ° ° J LLJ , I- N 0 o ° ° ° o o I - -a� � I a I I B C 0 � � _QO N CONSTRUCT 4 B 2 GRATE INLET I F 7 I I I Z . > (/) -I n� CONSTRUCT _ oD O N �� ) GRATE INLET z z � I 2 � �'� o �� � QO O I g 1 \ ---I 1 a; 1 F I {r cv I I CONSTRUCT r\ CURB INLET CONSTUCT LOT 14 GRATER INLET A ""� \ G N PASSING AT 1390,69' A 1/2" IRF W/ CAP 1 1�h "CORWIN" (C.M.)Pr I 719 \ / I \ TURE ARTIFI L Y 2 `� A GROUND UR� /q 4 HEADW)LL CONSTRUCT 1 IF 914 IZ i15 CONSTRUCTLLJ CURB INLET �� \6 ♦1 `-' I I I .� t �! r I FUTU IE DETENTION PONDQO �� 1 - - - - - o o-------- 0 I 1 II-�_ {-- E S I - - W o- - I I I IH-- - �'fi_- _-1-= a -� EMA` DER OF 1 / LLJ�' N I i \ I I II1-- -Z A 1 �L- -L _ NN IN �PENDENT�SC OLD%%Tf 1 / \1 o z I I -� I I z �I I \ I I I�lo C C� U.E. C � DbC. 0. 2006 - � 7 D. R. C. C. T. �' _ = =1 Q O I 1 I� - - J- - - _ _ 782, PG. 599 �$ I i /� 1 I I�-�X�_�_ - - r?L I - P.R.C.C.T. I i I- _ Lj_jQo- -^N I �_I - - - I-_� --I- ---- - - - 14 I -II II = i---- --I------- FUTURE PARKING AREA - Cy° -r - - /� - I-------1�=---_ _ _ zQ I - - L -�- (DEVELOPED FLOWS - - r - - f4_ - 1-FttTtf II -P -I+ I N I �I - CONSIDERED IN THIS DESIGN) - 6, - RE 4 -A-PE-- /' I (UN-DLVELO D_FLOWS rt ------------------- { I- �-J 1-I - - _ _ _- / /i , ONSIDE ED I L -H_1b- E IU* I 1 FUTURE 8"WATER _ J_ I- 1� - - �I- - - - - _ 6\\ I �/� I >>9 �� �I/� SLA� o C , - N I I - I-� - z - - - - - - 'I I �--_4-_ _ M /il� _ / I 7221--r - -I- - - -I-- = - - _- 1_ _ -� I m I x I_ --I Ln FUTURE PARKING/SCHOOL AREA- - - --- (UNDEVELOPED FLOWS MAINTAINED TO SOUTH AT THIS TIME) C-------- ----------------------- I DUMP 720 / \ AREA I / n 1O \ I I . \ . /j _ I ILFL W(IN)=71 POND OUTFALL E 3 ISTRUCTURE I II DETENTION POND I I 11 I 2 II I II I II I I II I III � I I I \ a I Uj - - aWcj w cj a II o> CN A � I I e I CONSTRUCT CURB INLET CONSTRUCT CONCRETE PILOT CHANNEL I II •I I I III E 2 I II M I II a 7P6 V , CONSTRUCT CULVERT I oLLJ I za �U-) IT `" No I I Uj� CONSTRUCT CURB INLET o (n II I wo I WryO I ll O Ua-N� -- I I < 0 LN - I/ I Ln U /lam �Ti I I Ln 0 � 0QN� �J _ I I I I � I \i / I \ LL wU-) I � ..-- w 1n(D� ` aa�; w U v I I o °a I I I o0 I I II I I l I I II I I i CN I � / I^ I ICI II I 00 E1 log � � I� 00 II I I I j, II MATCH LINE LEGEND EXISTING ELEVATION CONTOUR 580 _ PROPOSED ELEVATION CONTOUR FLOW DIRECTION DRAINAGE DIVIDE SCALE 1" = 60' iiii 0 30 60 120 POST -DEVELOPED SITE DRAINAGE DATA MARK AREA (AC) C Tc (MIN.) 15 (IN/HR) 1100 (IN/HR) 05 (CFS) 0100 (CFS) COMMENTS Al 3.17 0.70 15 4.96 7.52 16.7 A2 0.79 0.70 15 4.96 7.52 4.2 A3 1.00 1.00 15 4.96 7.52 7.5 A4 0.21 0.70 15 4.96 7.52 1.1 A5 1.21 0.70 15 4.96 7.52 6.4 B1 2.59 0.70 15 4.96 7.52 13.6 B2 0.38 1.00 15 4.96 7.52 2.9 B3 0.73 0.70 15 4.96 7.52 3.8 B4 1.38 0.70 15 4.96 7.52 7.3 C1 4.35 0.40 15 4.96 7.52 13.1 FDTDRE DETENTION C2 2.11 0.70 15 4.96 7.52 11.1 D1 1.22 0.40 15 4.96 7.52 2.4 3.7 BYPASSES DETENTION E1 1.27 0.90 10 5.80 8.74 6.6 10.0 7.9 CFS CAPACITY E2 0.67 0.90 10 5.80 8.74 3.5 5.3 +2.1 CFS FROM E1 E3 0.47 0.90 10 5.80 8.74 2.5 3.7 BYPASSES DETENTION SUM 19.86 0.6551 15 4.96 7.52 64.5 97.8 TOTAL TO DETENTION 1) WEIGHTED RUNOFF COEFFICIENT =[4.35(0.40)+12.19(0.70)+1.94(0.90)+1.38(1.00)1/19.86 = 0.674 DETENTION POND CALCULATIONS (100 YR) DETENTION POND DESIGNED SUCH THAT PRE -DEVELOPED FLOWS LEAVING SITE AREA MAINTAINED: 0100(PRE) = 57.3 CFS Q100 (ALLOWABLE) = QPRE - QB YPASS Q100 (BYPASS) = AREA D1+E3 = 7.4 CFS 0100 (ALLOWABLE) = 57.3 - 7.4 = 49.9 CFS FLOW TO DETENTION POND: AREA = 19.86 ACRES C = 0.674 TO = 15 MIN. MATCH LINE I I I I II 11 I I� ly/ II I I I II IN I II II / A `v II I I I I I^�1 IN 1 1 N II II �NI" I II I IN y �I II/I I II, E I / I I I I r I II P T ITE BM#5 P NAIL SET / � N CONC. N LE�ATION=�k30' DETENTION POND CALCULATIONS (5 YR) DETENTION POND DESIGNED SUCH THAT PRE -DEVELOPED FLOWS LEAVING SITE AREA MAINTAINED: Q5(PRE) = 37.1 CFS Q5 (ALLOWABLE) = QPRE - QB YPASS Q5 (BYPASS) - AREA D1+E3 = 4.9 CFS 05 (ALLOWABLE) = 37.1 - 4.9 FLOW TO DETENTION POND: AREA = 19.86 ACRES C = 0.674 TO = 15 MIN. CURB INLETS ON GRADE OL = 0.7[1/(H1-H2)][H12.5 H22.5] OL - DISCHARGE INTO INLET (CFS/LF) H1 = A Y H2 = A = GUTTER DEPRESSION = 4'' = 0.33' Y = DEPTH OF FLOW IN APPROACH GUTTER IN FEET FOR 10' INLET AT GUTTER FLOW (CAL) = 7.9 CFS LOW POINT/SAG INLETS: 1.5 0 - 3.087Y L (ASSUME Y - 6" • 4" DEPRESSION . 10" OR 0.8333' ) For 10' Curb Inlet (sag): 2.35 cfs/ft of inlet = 23.5 cfs For 15' Curb Inlet (soq): 2.35 cfs/ft of inlet = 35.3 cfs NOTES: 1. RATIONAL METHOD USED FOR DRAINAGE CALCULATIONS (O=CIA). 0 = Storm Discharge (cubic feet per second) C = Runoff Coefficient (based on land use) I = average rainfall intensity for time of concentration (inches per hour) (from TP 40) A = area of contributing runoff (acres) 2. TIME OF CONCENTRATION = 15 MINUTES (MINIMUM) 3. RUNOFF COEFFICIENTS USED FOR PROJECT AS FOLLOWS: C = 0.40 PARKS. PASTURES. UNDEVELOPED LAND C = 0.70 SCHOOLS C = 0.90 STREETS C = 1.00 IMPERVIOUS AREAS 4. DETENTION PROVIDED SUCH THAT DOWNSTREAM FACILITIES ARE NOT IMPACTED (PRE -DEVELOPED DISCHARGE RATES SHALL BE MAINTAINED FOR RUNFOFF LEAVING SCHOOL SITE). (N Of 'n w lJ U a o Z CV CN a Z M. a_Z�C5 0 N o U ¢ 00 W I 00 a Z N cN U CD J _) I = F0 n N Q IIQ � Z U 00 V J O CDC) I Z (N Z - LD W I N 0 Z J O w m Q W Z 0CD w U � � I 0 0 CD M > 00 Z N w 00 J U U-) J O z Q O U z X OTC U < LU Q LLI C/) wz z JQ O w U Q w z � z � r z O U W z O U i b LID I N \ . 00 M Y Y U N ` ? Ln \ U W a: L, ? U. U Z Q Uj 3 V X U ~ W Z O O O U 0 r co Z O Ln Uj Q 1=J 41 SHEE C2.11 38-097 POST DA MAP.dgn 1/31/2017 9:26:27 AM DETENTION POND CALCULATIONS (100 YR) DETENTION POND CALCULATIONS (5 YR) PI15+33.19 I 00 \ \ - -- - - - SCALE 1" = 30' - - --------------------------------------------------------------- 714 EXISTING 30" DIA. � l DETENTION POND DESIGNED SUCH THAT PRE -DEVELOPED FLOWS DETENTION POND DESIGNED SUCH THAT PRE -DEVELOPED FLOWS o 15 30 ao N W (� a 421/1 l - C.M.P. TO BE REMOVED \ LEAVING SITE AREA MAINTAINED: LEAVING SITE AREA MAINTAINED: �� �� �� �� '• "-"-';" ••�••_••_••_. _.._.._. A REN ••_ A S P H •_••_••_••_••_• o �_.y_"�_" "_"_' Q100(PRE) = 57:3 C FS Q5(PRE) = 37.1 C FS v Z zo � � (% 4 O - '•_•• - Q - - Q100 (ALLOWABLE) =QPRE - QB YPASS Q5 (ALLOWABLE) - QPRE QB YPASS 00 714 _ _ _ _ - - - \ + _ 0100 (BYPASS) =AREA D1+E3 = 7.4 C FS 05 (BYPASS) =AREA D1 +E3 4.9 C FS - X 00 OE ' _ - _ Q100 (ALLOWABLE) = 57.3 - 7.4 = 49.9 C FS Q5 (ALLOWABLE) = 37.1 - 4.9 = = 322 C FS z N _ -� Ii IT 7 15 �� � 3 / Gl vi O J ^ U = J L W(I N 1 _ ) FLOW TO DETENTION POND: FLOW TO DETENTION POND: , oco O �\ 1 / \ E (O U T l - \ / AREA = 19.86 ACRES C -0.674 AREA = 19.86 ACRES f C =0.674 lul z J 00 1 I TC - 15 MIN. TC - 15 MIN. U1 a 1 � o o �j , :1h-I�e?r rA:iI a I-V11,:' %1,^.".Tf-f. :rl ::IIrJ .I? i. CN Q CN �4) FURNISH AND INSTALL I I 1 I iJ�- - --^t ---- r.••7]?hi �. •.:nr•rc,-.r_° •1r %1.-.:•1-AkI. 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I-._ .._ __.., (10 N `- w O N a -- LEVEL POOL ROUTING SUMMARY E I T9 r¢, Hill' IL I M 1r: J I°r , .,?° IIII° �v�t.°r-n (:13tfIDl { '-,.1 2�r'_ + I _'. _I:[i :.:1 �1y1 a[S[I Yy1CI D 1 - 2 CC° sC: '1 :] _ �.? 1 _ ] '.srl [;.: 1 . 1 1 11qq 11Q -IL-IV \ r 1 I(p W I I ' _I, ... n j � 11 a 2.5 _3 - - fI 1 ] _ _1°� 0ti rrl, ..}l• J .. 1 A I 14 �.' 1 •: ' 'I `I _ . i �12a�.3 •. _ � J � 1�_Sr _ 2 3 9 LI ''.: 7 . IJ _ 1 � , J v 1- ���:���° j a ,0�: .:1•. _.�� _ e 8 35 '3'3 _ . _ _ '._0- _ I ?) 0 136 %' O I o N w m x ? oZ W ' ,1.3 a 5 _'I _ 4 _.. L= °54-5. 1.2 ��.. :`1 fi b :_ � [.,� M Y 7 Y W40 to ==ul v'l _ �14- v r3v,2.v1i�? �,. `_';!_L' l�aiv_v""1 Z W Lu NWW - :?1. J-I.IJ---- Eat! �'r'I II I'.- :I "I:.1r I Ld � � ~ � W ¢Z3 W Z � O v1 0 ¢ cc 0 u W Z \ 1 wo I \ _, :. . CJ.c.[LLs o'I I I I I I :�f. w \ 1 a o W I I ' 3 DROP INLET TO HAVE 6 I I I 1t�_7.1 3 SIDES CLOSED -:1. JL:1 - - �_;------- -------- - I (WEST SIDE OPEN) °° o \ I� I I - - '`.:_ t .F LT1 , _ -_3 •�C f- TOP OF BERM EL 716.61 � 4i ti 1 100 YR W.S. = 714.61 0 I 5 YR W.S. = 713.65 o I THROAT = 713.50 - I PROVIDE 4 6 1 i - - I 1 SLOPED HEADWALL - - - \- III 1 I I I _ � STANDARD 5' I T 1 - e I I 1 1 I I 82 1 1 w I o I L_ LLJ FL 24" = 710.25 24" DIA. RCP STORM DRAIN I DROP INLET 6 , / I O Z 71q 719 11 1 1 1 I 1 U W Q z BONDED ROCK RIP RAP I t 2-24" OIA RCP ISEE PLAN/PROFILE SHEETS) cn w Ln Q 0 In FL 24" IN = 710.20 � �' Z 717j I I m I FL 2-24" OUT = 710.15 715 1 I II oo ^ (� O PROPOSED 12" SHEET W(-D WATER LINE \ �> >q COII I I OUTFALL STRUCTURE DETAIL C2.12 \188-U9( UE I NUNL).dgn 1U/31/2U16 9:16:1U AM ' SCALE 1" = 50' (� cn w i; O C 0 25 so goo O 'Al 11 REMAINDER OF TRACT 1-129.92 ACRES CONIC ~ it a i moo--- co REMAINDER OF TRACT 1-129.92 ACRES -�'"' O°`����(L�` ,'/ ,9' ANNA TOWN CENTER N0. 4 SHRP, LTD / LJ -f- - - - -��- " o J CN ANNA TOWN CENTER N0. 4 SHRP /R. LTD �i/ _ 1) DOC. N0. 2004 38965 D.R.C.C.T. i O W o � Q 4— DOC.sN@. 200 38965 D. C.C. RIM ELEV=719.96'00 T i I o Q FL N(IN)=711.96'(8"PVC) VC ) ' (II 8hlI'a )_—=--e cp MMUNICATI �o o =—I 01, — — —FL EOUT)=711.89'(8V-EM ------- CONIC SOUTH LINEOFF ACRES TRACT I i TS TRACT ANN, O uj WmU0Z CD cli DEDICATION r, 3 I SITE 02 •x-sET CONCR.O.W. I ELEVATiO W wL WCDDOC. -N—.--20-411-14DQT-Z48fi?rtT -_--_------_--_---- --_--_---Q_~-_-- ------- ------- - U � _ D.R.C.C.T. ------------------ SSMH -----3--------------- - -- —M PRO —..—..—........ r o SIDEWALK —— —P - >2PASSING AT 1815C9 I PRO — o — of __ 120 APPAREN — 1 - 8----- F() FL SETOUT)=uA .' MATCH LINE SITE GRADING LEGEND %1:aao A-262 1/2IRF W/ P "CORWIN" (C.M.) 1 lF D 736 �3N = 4 72. 7 r19 " I c_ FF =FINISHED FLOOR Q I TP = TOP PAVEMENT wH I TI TOP INLET c�_ 9 71 718 P L A : 30CMP \III�II oi Qc TG = TOP GRATE INLETLOT O I\ y I W(IN)=710.70 ' I A TOP GT GUTTERF "" E-(-Q T)=710.39' IIIII = OFIG =FINISHED GRADE �`I> \ 1714 TW = TOP WALL II 1 \ II BW = BOTTOM WALL III FL = FLOW LINE LOT 10 � FLOW DIRECTION V1 718 IIII I —575 EXISTING CONTOUR _7_F1--1e_W.-9- _-_---FL__---W_s(_—�s—IN_ x31- 0I QI e co V 577 I TREE PROTECTION / w I Q Oz =O 719 IIiII l�° PLACE ORANGE VINYL FENCING UJ L-Li cn O ALONG TREE CANOPY/DRIP LINE* z J I - iI v> III III *GRADING AROUND PROTECTED TREES SHALL BE O QZ fl N '3 �— ❑ II \�\ I/ to LIMITED TO OUTSIDE OF TREE PROTECTION NO GRADING INSIDE OF PROTECTIVE FENCING WQ Q 0 N I�I =1 O ; o- Iy ( I II U uz FF 720,00 °� �IIII z z�Lo �,� U) Lo� o I1I I \ ay � �z0 m I - I NOTE: MAXIMUM OF 3:1 SLOPE FOR EARTHEN wz u I °o `' \') IIII I AREAS. 4:1 MAX SLOPES SHOWN. zJQa I 0 oI 0Ii0000III III �� WO z 88B8 °'�> Uw IiI I I Q Q Q � 1p1I1I Qco Q� - O I CONSTRUCTION NOTES: u IwI m. allo 91 I0IIII I \1� J N AREAS DISTURBED BY CONSTRUCTION WILL BE FULLY SODDED WITH NATIVE BERMUDA GRASS >I\I (n z Q � 1 1 '�� I�I 0001 II OR HYDROMULCHED AS DIRECTED BY ENGINEER. N ALL CONCRETE INTERFACES AND CHANGES IN I Q) `1, II CONCRETE THICKNESS WILL HAVE AN EXPANSIONt II `� o II JOINT FURNISHED AND INSTALLED IN ACCORDANCE II III LOT 14 m I �I &g ^II WITH THE DETAILS PROVIDED. ALL SIDEWALKS SHALL CONFORM TO TAS/ADA REQUIREMENTS. I oe I ALL SIDEWALKS SHALL BE BACKFILLED TO FINISHED GRADE I / �1II � v°I SO AS NOT TO IMPEDE DRAINAGE. I AT 1390.169' I,I 1/2" IRF W/ bm . O \�\I I ItoPASSING IIII I ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDEDA < ¢AP CORWIN" (C.M.) II "ts, _II' � I �\ II IoI !l ls 1 u<� II III III II I EXPANSION JOINT MATERIAL AND SEALANT. MATCH ALL WATER METERS, SANITARY SEWER 1� }JQ _, •��+ }.} +�+J�•fY=1d •— \ — LI I I CLEANOUTS, ETC. WITH FINISHED GRADE * + II \ 11 FUtTURE ARTIICIAL II % \��, ' I` II II�I I1II TLllIL14H719 ._-_:_ —11.-1. / 87384 r tII �III f1 PLAYGROUND TURF /:. I I II0 �� a• IIIIIII I I I 1 ALL EXCAVATION. TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA. GSAFETYNEALTH AVOL. 29, SUB PART P.P. 128-1.NDANYAMENDMENTSTHEERETO• lltri4{�3ti 8-12-16 ~"w�`\g �_b II 1III11 � !6 \�_��_' �.� II II UTILITY RELOCATION NOTE: I I ic +-+ IF ANY EXISTING UTILITY POLES, POWER POLES. GUY WIRES. TELEPHONE UTILITES, ETC. ARE FOUND II \ /~1I __\ 716 1Q ;,/I6 TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE wC. II //\o�-00 7 7_\ _ - 1IIII1 I1I in I1S II IIIIIIJI UTILITY COMPANY AND COORDINATE THE RELOCATION OF I ANY AND/OR ALL SUCH UTILITIES (NO LPAY ). ao O O Ujo`- w7p1 ww4 —— ---- / 78 — I U z /_1I FINAL GRADING NOTE r UzNvT wcU: w71 ct w a ---- ----- 7 '1 � Ln II ^I I FINISHED GRADES SHOWN HEREON REPRESENT o =3 o— Q LnZw k7j5 w`1 zTOP 00 I IIIII /_ ^N/I OF PAVING. TOP OF SOD AND/OR LANDSCAPING. w 0 � o 2 uw ----~ � '� � II I III UNLESS NOTED OTHERWISE. II m '— — 2zA z ow, I Mae IIII O UCIRCUMSTANCES ALL/ LANDSCAPING NE PLACED ABOVE THE BRICKQ I LEDGE. FINAL GRADE SHALL ENSURE POSITIVE F Ld arIN o � - e I oO IIII STE BM#5 FLOW AWAY FROM THE BUILDING AND OTHER Lo �o 1 II I I cn �IIiI P� NAIL SET STRUCTURES. \N CONC.m LEATION=72 :SPECIA IIII o^ LLJ� IIX OCRITICAL , _ON LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE LLJ W O \\f LLJ II -/ O AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTORLL 8 U RESPONSIBLE FOR LOCATING ALL EXISTING IS COMPLETELY CN EMA DER OF P.**,6 — IN PENDENTi SCHOOLTI- -jN ( o I� UTILITIES. BOTH HORIZONTALLY AND VERTICALLY, BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION.NN O '° 20. D C. 0. 2006—�79 D.R.C.C.T. II Ln �z o o Q N CONTRACTOR NOTICE w � vo 782, PG. 599 = P.R.C.C.T.- �/4 91-\ X�z O O + CONTRACTOR SHALL STOCKPILE — IIIII Q Z ALL SIDEWALKS. AND PAVED AREAS, REQUIRING ADA ACCESS SHALL BE CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES Q ALL EXCESS SOIL THIS AREA AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE ZI oN __ I _ FOR FUTURE DEVELOPMENT USE 4\ T PARAMETERS. THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. oQFF UTURE 8"WATER— --------------- — —- FENCE PERIMETER) 722 +/ coN SLAF(SILT / w � I (D � 0,vL LIS CONTOURS REPRESENT FINISHED GRADES. ALL SHEE MATCH LINE PAVING SHALL BE EXCAVATED TO SUBGRADE PER TYPICAL PAVING SECTIONS (SEE DETAILS). C2.20 \188-097 GRADE PLAN.dgn 1/31/2017 9:27:51 AM !!! CRITICAL !!! !! FINAL GRADING NOTE !! ! CONTRACTOR NOTICE ! CONSTRUCTION NOTES: SITE GRADING LEGEND I \IIVI L V - / I `J U LOCATIONS AND ARE BASED OF EXISTING UTILITIES ARE ON PUBLIC RECORDS. APPROXIMATE FINISHED GRADES SHOWN THE CONTRACTOR HEREON REPRESENT ALL SIDEWALKS, AND PAVED AREAS, REQUIRING ADA ACCESS SHALL BE AREAS DISTURBED BY CONSTRUCTION WILL BE FF = FINISHED FLOOR TP = TOP PAVEMENT SCALE 1" = 20' N �J, ' IS COMPLETELY UTIFL RESPONSIBLE FOR LOCATING HOFIAONYTALLY TOP OF PAVING. TOP OF SOD AND/OR LANDSCAPING. ALL EXISTING UNLESS NOTED OTHERWISE. BEFORE CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN ORDER ALL IF GRADES ENSURE .ONCTHSS FULLY SODDED WITH NATIVE BERMUDA GRASS OR HYDROMULCHED AS DIRECTED BY ENGINEER. TI = TOP INLET TC = TOP GRATE INLET o 10 20 a0 0 w w LD < z N ( N ) - 711.9 ( THELCOMMENCEMENTOTH CONSTRUDTIONTICALLY. POANTHESEANY TC = TOP CURB O � � UNDER NO CIRCUMSTANCES SHALL SOD OR LANDSCAPING NE PLACED ABOVE THE BRICK CONFLICTCES. AND/ORTQONTOURS SHOWNWITH PARAMETERS. THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES ALL CONCRETE INTERFACES AND CHANGES IN CONCRETE THICKNESS WILL HAVE AN EXPANSION GT = GUTTER FIG = FINISHED GRADE O ^ N o Z ALL EXCAVATION, FL W N - 1 1 WITH THE REOUIREMENTS TRENCHING AND SHORING OPERATIONS SHALL COMPLY OF THE U.S. DEPARTMENT OF LABOR. OSHA. LEDGE. FINAL GRADE SHALL ENSURE POSITIVE (1N WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. JOINT FURNISHED AND INSTALLED IN ACCORDANCE TW = TOP WALL - L) x co , "CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. FLOW AWAY FROM THE BUILDING _ ( PG. 128-137. AND ANY AMENDMENTS THERETO. STRUCTURES. E 0 U T 7 1 1 AND OTHER UTILITY RELOCATION NOTE: WITH THE DETAILS PROVIDED. BW = BOTTOM WALL FL = FLOW LINE A C z -i - CD J J - CJ I SIDEWALKS SHALL CONFORM TO TAS/ADA REQUIREMENTS. � FLOW DIRECTION J - - - - - - - - - - -- L--w1- IF ANY EXISTING UTILITY POLES. POWER POLES. GUY WIRES. TELEPHONE UTILITES, ETC. ARE FOUND ALL i °O `-7�� V v TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE UTILITY COMPANY AND COORDINATE THE RELOCATION OF ALL SIDEWALKS SHALL BE BACKFILLED TO FINISHED SO AS NOT TO IMPEDE DRAINAGE. GRADE - 57 5- EXISTING CONTOUR 577 PROPOSED CONTOUR � a z a Of 00 C O N C ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). "" BE PROVIDED �i FN U) _ o !!!IMPORTANT!!! ALL EXISTING/NEW CONCRETE INTERFACES SHALL TREE PROTECTION WITH DOWELED EXPANSION JOINT CONSISTING OF PREMQLDED - Q Z i o O z °O CD `V / EXPANSION JOINT MATERIAL AND SEALANT. ° PLACE ORANGE VINYL FENCING w ' ,. - CONTOURS REPRESENT FINISHED GRADES. ALL ALONG TREE CANOPY/DRIP LINES 0 DEDICATION ----- ----------_______ �' PAVING SHALL BE EXCAVATED TO SUBGRADE PER TYPICAL PAVING SECTIONS (SEE DETAILS) MATCH ALL WATER METERS. SANITARY SEWER CLEAN UT ETC. WITH FINISHED GRADE O S E C GRADING AROUND PROTECTED TREES SHALL BE 00 z J -- w m w J W o -------------- -_ -------------- N 0. 2 0141114 0 01-7487-1-0 --------- - - - - ------------------- - - - - - - �' �__-__-__-__-__-_-- L I M► TED TO OUTSIDE OF TREE PROTECT I ON - w 0 a C 0 N C - - ------�' - - - - - - ----------------------- - - - - - - - �J NO GRAD 1 NG INS 1 DE OF PROTECTIVE FENC 1 NG CD SSMH - r - - - - - ---- /////�/ _______-__- - w N co --------------------------------------------------------- ss •� 0 .._.._.._.._.._.._.._.._.._.._.._.._.._.. PROP _.. _.._C._0 .�._.._.................................. -�. ..�..-..._.._.._.._.._.._.. eR �2 U - - - - - -- - - --------- - - - - •• •• R •1•A•Vt_.._.._.._.._...._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._. OEP - - - -'SIDEWALK1 __ OE I I .._.. _ ._ _...._..,._.._ _TC 720-55 GT 720.05 OE '- PASSING AT 181 5 �29' � TC 720.55 TI I - -�� --11E 1 IE - - �� GT 720.05 72 I 1 - A 1 2 IRF W CAP --,j D ° " '36NJ 0 99 COR W N)(C.M.) I O 30 oo� zQ J O719 1 -= IV I I / r 4' =HD o C) 7�8 LOT 9 719�---__ '/> z `� 0 h ��_---� - 1 / TC 717.75 �� �� O �X Irn GT 717.25 -� �� Z Q U Q w z J �� I I wQ w FTI 718.50 TC 719-60z GT 719.10 TC 719.95 TC 719•40 1 TC 719.20 TC 719.10 GT 718.90 1 GT 718.70 GT 718.60 \ z TC 719.90 z_ w - GT 719•40 GT 719•45 TC 719 10 �Q T 71 _ C 9 �� 00 \ U Q ,\ GT 718.60 TC 720.00 I o GT 718.50 I I TC 718.25 GT 717.75 Q � w � z z °C 0 - LOT 10 I GT 719.50 ° I I TC 718.75 - cr) Q GT 718.25 TPSTP 719.65 TC 720.00 �a VAS GT 719.50 TC 719. TC 719.70FTP � 1 TP 7165 718.g5 ---- 78 zJ GT 7185 GT . 718.35 i o 0 T TP 719 TC 720-05_ -------- - - - - - o - - - - --------- - - - GT U GT 719.55 � � I ; ---^ TP 719.10 TP 719.10 -- --- - ----- ------ ------ ---------TC - - 719e50 --TC 719.50 ------- - 1 -__ GT 719.00 ; GT 719.00 TP 1 • ----- - Qo a N TP 719.60 ' TC 719.50 TC 720.10 719.00 GT 719.60 TC 719.90 ! GT 719.40 I 1 \ TC 719.60 TP 719.65 TP 719.60 719 10 -X ------ oTP -.GT e _ _ :o 719.90 �\ TP 719.90 0 0 -o - -------------------------1-----------------N---•----- o \o o ;-------- o------------------------ 1 45 o rli \� 71 ------=---=---= \_ = -- �.T. Lll-----14_TP , 0I O TC GT 719e50 719.00 .90 719.9�. ITP°�TP TP 719.98 TP 719.98 719.90 TP 719 e 90 TP 719.9 TP 719.90 0 �873H, 8r�4I, .4 ' }���rtit�',.',* •',_..�.'. LO ,� 41 frl4{•j. TP 719.98 \ �N �5 TP 719.98[TP �- 719.98 I,I 8-12-16 III13 �TP 719 • CAI 0- >7 TP 719.20 TP 719.50 TP 719.90 0� I TC 719.92 %�s G T 719.4 2 TP 718.50 �< '' TP 719.98 �,�. a a � w D CAI h 1_ Nw III � Uo �$ �o W _� 4 U "; 1 c oQ $ U n 4 j T P 719.7 5 o5 _ OD � - \ M m W o W C T I 718.50 TC 720e 05 UV 1 U \ O U ? W W I I GT 719.55 I I M. TP 719.20 CIA �TP 719.85 III U4 I I 1 FF I DO W ¢ O 2 w 3 � DW Q 2 �nZW _ X �LoZ u /J O I ° I D O O U �- y I!I III I 0 N W NW III ` " 1 w a N I� I \ r III NW II I L===L Oar O O 0...... TP 719��j r m o 00 II I'!' oo O I > % A X III UU Orc Oo C$ Q� I III m< I,I III ---------------------- I,I �TP 719.58 �!e o. _ O� loo QN _rc U) . O2 Q Ou U I 0 M� �TP 719.66 �!� o Q� T O O F. I°I m : �� ��TP Q0- �<9 Q : 0o 71 . 65 IIII ............. a y 0 E OU - Irl o FUTUR III Oio OW rcffu orno oQ \ oO00 Ir a III o N I p F F 7 2 2 /- r-- i m °° �� �; i ui (n ' I I III OW ma 1 mw "u Q< O ® O 1 Qa I I i z It u m d, U a 1' O� SHEE MATCH LINE GRADING PLAN QUAD 3 C2.21 \188-097 GRADE PLAN Q1.dgn 10/31/2016 9:22:50 AM SCALE 1" = 20' iiii0 i �0 20 ALL EXCAVATION, TRENCHING AND SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR, OSHA. N Of "CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. PG. 128-137. AND ANY AMENDMENTS THERETO. Z o Z Q CN 00 0 3 �No 010 \ U ¢ V ~ 00 00 cN i I O J U J ro 00 l T ► � z TRAC 1=Fo o N Z oc a z Zu X < i O A � Of 00 o I\ \ \ \ ,� ' I TE #2 "X" SET CONIC ! N a z 0 V CN W N W Z d Fo m \ \ 1z LEVATIO I ' / I O 0 J N z w W Z CD DOC W U � � I CDo ___00 �- W CN 9 ------------------------------------------------------------------------------------------------------------------- I A,I 8 ---------------- - 714 - - -- - -------- - - -- --=- ' - -- - ------ -- -- - ------ ------------------------------------- 18 RCP •�"- ��ll ll A S P H NW( N)710.48 40' ARENT-- �.._.._..�.._� -• ..�.. _.._ _.._.._ _.._.. ---- 716 --- ----- __ �� _________'56 r I RD SE OUT __ _ E _- 71-a 714 �3�---__ti- -_-- - - 1 .20 7 -� o f - - 2 - ; I 71 7 1 ° N 20 �M A TC 716.50 z p - TC 717e50 GT 717 e 00 V P G TC 717.30 �� �a GT 716.00 � � I J � 0 Q Q r- - GT 716e 80 TC 716.50 TC 715.95 ! ! ! IMPORTANT! ! ! I U D p I I C GT 716.00 GT 715-45 TC 715.70 1 I 99 CONTOURS REPRESENT FINISHED GRADES. ALL 1 3 0 PAVING SHALL BE EXCAVATED TO SUBGRADE PER U� 0 TC " 717 80 �� e GT 715. 20 I TP 713. 67 -� P D A N IS \ I I I TYPICAL PAVING SECTIONS (SEE OE TAIL$). z O > Q z GT 717.30� TC 716e 45 - TC 715e00 / I' i I I III_ D - T L I Y R LOCAT ON N - or X w ~ i Q I TC 717. q5 GT 715.95 GT 715e20 < / GT 71 q.50 ] TC 715.50 / I TP 713.90 I I I Y w �E� J TE EFBDN U I I E5. PAREOLFOUND ► E 1 U ~ z- z Q ^^ GT 716.95 GT - �15.00 I c� T IN C F lCT WITH I Z:,t �D RUCTION PLANS. I l THE CONTRACTOR SHALL CONTACT THE APPROPRIATE Ir W J TC \, 718 15 T C 718 e 3 5 0 1 T C 716 5 0 I / I I I UTILITY COMPANY AND COORDINATE THE RELOCATION OF ► ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). C1� Z UJ z \\ GT 717.65 I I GT 717.85 �\\ e 1 r-�- I I \ w z ` I TC 717.10 TC 716.10 `� '��\ GT 71 6 00 = I �' FINAL GRADING NOTE I �� �� z � J Q w TC 718.60 I 1 TC 718°00 GT 716.60 GT 715.60 � ��, ��, TP 711e00 ! � I I I I FINISHED GRADES SHOWN HEREON REPRESENT I U z - � � GT 718.10 GT 717.50 - TC �17e95 TC 715.85 TC 715.g0 � � � TOP OF PAVING, TOP OF SOD AND/OR LANDSCAPING. I �, NOTED OTHERWISE. z Q I GT 717eg5 GT 715.35 GT �1ge90 �, I 1 � I UNLESS I w \ \ TC 715.65 GT 715.15 >> TC 715.10 GT 714.60 T 714- I j I I \ I I UNDER NO CIRCUMSTANCES SHALL SOD OR U) z Q GT 714 q5 flTP 714 e 20 1 I LANDSCAPING NE PLACED ABOVE THE BRICK w \ \\ I S . I TP 710.25 I I LEDGE. FINAL GRADE SHALL ENSURE POSITIVE z I 1 1 1 I I FLOW AWAY FROM THE BUILDING AND OTHER \ v I STRUCTURES. I I = 719 e 10 1 c -�► - q -� 1 TP 7 10 • q 5 = I �\ I I !!! CRITICAL !!! LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE y(�� TC 7 18 e 80 TC 718 e 30 I PUBLIC THE U 18.60 718e 30 GT 7 17. 80 -� � 1 I I AND ARE BASED ON RECORDS. CONTRACTOR I IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING I _GT W = UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE 718.35 - ------------_-------_ THE COMMENCEMENT OF ANY CONSTRUCTION. ---- ------ 717.85 I - I 1 � / ! CONTRACTOR NOTICE ! , / WI 1 W I I c I / III ALL SIDEWALKS. AND PAVED AREAS. REOU I R I NG ADA ACCESS SHALL BE.��, (CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES, IF ANY GRADES . TC 718p e 65 �/ 1 I I IPARAMETERSTOTHE COURS QWRACTORN ON HSHAIS LLAREPORTLSUCHICT WDISCREPANC[ES I r ,L]I II I{_ HNFIL,Tihe ` _ 718.15 TC 718.30 - Lp 1 I I (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. ;_ ?: TC �16.85 .* III 1 I TC 719 33 I GT 717.80 GT 716.35 TC 715.90 }, j!I I GT 718 e 83 I GT 715 ° 40 I ' ' I I CONSTRUCTION NOTES: lw �i� Y�I'i L•�� o I I I AREAS DISTURBED BY CONSTRUCTION WILL BE I 8-12-16 I 3 11 I I . TC 717 - 85 TC 18 �5 TC 717, 25 TC 716.25 - - TC 715. 90 I I F FULLY SODDED WITH NATIVE BERMUDA GRASS I �� j ► GT 718. 25 GT 717.35 GT 716. 75 GT 715.75 - - - GT 715. I 40 = 1 I OR HYDROMULCHED AS DIRECTED BY ENGINEER. TC 719. q0 I \ TC �GT 716e 15 I 1 I I I ALL CONCRETE INTERFACES AND CHANGES 1N I\ LID a' w , o� GT 718.90 TC 718e90 TP 718e00 715e65 i ; I CONCRETE THICKNESS WILL HAVE AN EXPANSION IIi I q GT 718.40 � CJ� I 1 �\ I II JOINT FURNISHED AND INSTALLED IN ACCORDANCE \I WITH THE DETAILS PROVIDED. o CO �,� LLJ `O 10 ° 12y TC 19 OO I ALL SIDEWALKS SHALL CONFORM TO TAS/ADA REOU I REMENTS. O Ln w�1 1i III I I MAuj X I • G T 718 . 5 0 1 -� ,/ --a � �' I I ; Ld I 1 � q ALL SIDEWALKS SHALL BE BACKF I LLED TO FINISHED GRADE I,Lij SO AS NOT TO IMPEDE DRAINAGE. o N z Q O Q W x W a Q m W Z z z 1 \ � Q O w O O U w w q TC 719 • q 5 I I I ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED III °� I I I I WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED I \. ' GT 718.95 I TP 718.20 \ I I � EXPANSION JOINT MATERIAL AND SEALANT. Q .. \ MATCH ALL WATER METERS, SANITARY SEWER I r m III ,[TP 718e60 I j I I I CLEANOUTS. ETC. WITH FINISHED GRADE - _ : 11' III I TP 719.90 I I W I I 1 I I I II�� u J SITE GRAD I NG LEGEND '' II TP 719. 00 I5.50 i� e TC 715 50 TP 71q.75 TP 711.18 I I I _ I Illf I TP 718.75 _ TP �18.35 GT 715.00 �` I ; W II I I O I I I I \ TP = TOPIPAVEDMENOOR -- TP 719.50 I I TI = TOP INLET E INLET I'I TP 718 e 9 5 I T C 718.2 5 00 GT 717. 75 TC 717.25 GT 717. 25 TC 717.50 TC 716.95 -� I ; I � TC = TOP CURB I_L_IGT = CUTTER �` FG = FINISHED GRADE I TW = TOP WALL 719.50 TC 719 30 TC 719.20 - - _ GT 717. 00 GT 716. 45 6' I `� LL 0 GT 709 80 �' FL = FFLLOWOLINE I i I'I II • p GT 718.80 - - - - I FLOW DIRECTION ° _ --- --- I\ I I i n TP 718 e 4 5 TC 719.05 ------ TC 716.58 GT716-08 I I I I 1 \` I 1 I I I-LI I o I I I G I - `j% j- EXISTING CONTOUR I 577 PROPOSED CONTOUR II z o �, TP 719.30 I I GT 718 e 55 I I t\ O TREE PROTECT I ON - I > v� TC 719.00 i 1 I 0� �'W* PLACE ORANGE VINYL FENCING 11 N ua �TP 719e10 I I �► ALONG TREE CANOPY/DRIP LINE* cs a GT 718. 50 r- I X i I I z SHEE cSr +� GRADING AROUND PROTECTED TREES SHALL BE MATCH LINE GRADING PLAN QUAD 4 LIMITED TO OUTSIDE OF TREE PROTECTION - NO GRADING INSIDE OF PROTECTIVE FENCING C2.22 \188-097 GRADE PLAN Q2.dgn 1/31/2017 9:27:16 AM MATCH LINE GRADING PLAN QUAD 1 SCALE 1" = 20' V) \ I \ I!I \ I! 0 10 20 40 w Q Q co 11,1 I,I Z 0-) ICI I,I (^` 1\ Z r- N o � Q c - iI'Bco - af co TC 721e05 I 719.58 TP 719 FG 719.3I3 cli CD GT 720.55 Fo I , ICI TP 719.92 TP 719.98 ;~, III ----- � \ � �� � z Z U I I TC 720.98 I I!I B --- -�,; -----�T TP 719 a 92 II� I cn 2 O CI I 1, X GT 720e48 I II I I'I I III I I'I III �I� _ lil =`_ _= I' _ �I \ I I I!; I III / i \ 7 I �O N Z o0 N w I I I I II I'I I' \ ICI I I w m Q wo 1 4I TP 719.88 TP 719.88 WUCOT I I .66 Uw1 I I I iI �I�I IiI'lIIk ckf I 1 � A_ w I I 2 I M l I $ II TI 719.58 \ ' , II I;I�I�,IiCI�II IIlI I \ I!I;II.� I � �II�.1�1 TP 719.80 ' ",;I'I��I!I',i �,I I Ii 1,I - - - - - ------ _ --- --�I � ! ► T 117e 7 -J --- --'- SN GAT 1390.69 I !►IiCI�1' �.98 TP 719.75 T I 719e50 TP 719.80 ►! �-� /2R� W/&AP � II TP 719.80 TP 719e90 �I �fi-r• �� - � II "- � II� x ITP 719e70 W NC. M. I x -7-1-9--------------- -- T1 719e420R 1 � �' I�i -------- - TP 719e65 TP 719.70 TP 719.80 --------I TP 719e75 - TP I - - - - - - - - 719.65 TP 719.60 TP 719e98 ;III�II iII O o (00 � // II-TeP I _ TP 719e90 p FG 719e50 � U / II ------ ------- --------- --- - -- --------- z0 ��( tJ TP 719.48 71 9 TP 719 e 80 >- Q TP 719.00 � ". � Q w 719.40 zQ J �ITURE �ITP TP719.3o ART CAL TP 719.33 o w 2z � " /" I MAX Jl'TP TRE 719.45 .Q z uiPLAYGROUND o w z_ II cr z w z Q �y �� FG 720.00 // FG 718 60 ° �°IC� / II _ Cn / ) u I 1 / 0-) ;; I TC 722.05 / / / FG 000.00 TP 719.00 TP 719.10 - I z I GT 721e55 II TP 719e15 TP 719.00 TP 718.92 0 x o I I TC 722e20 GT 721e70 I w ! ! !IMPORTANT! ! ! CONTOURS REPRESENT FINISHED GRADES. ALL PAVING SHALL BE EXCAVATED TO SUBGRADE PER % L 1 o ° ° i------- -------------- ------------- J T----- ----- ---- `�"� I I *}� TYPICAL PAVING SECTIONS (SEE DETAILS). UTILITY RELOCATION NOTE: I I /� I �_ ` TC 721 e ----------------- 90 TC _721 30 GT 120°80 ------------------ TC 720.22 - TC __ ____ 719e65 _ _ TC 719.20 _ _ _ _ , --' U E�]TN�14, I�i3NFILl�} ••--••--• ..,,. +��} �',; ;r IF ANY EXISTING UTILITY POLES. POWER POLES. GUY WIRES. TELEPHONE UT1L I TES. ETC. ARE FOUND \ � - - - - I GT 721.40 - - ------------------------� � e GT 719 72 GT 719.15 TC 719 15 GT 118 10 � �� •• ����v��''r� *, � TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. I \ I ---_-� GT THE CONTRACTOR SHALL CONTACT THE APPROPRIATE /C _ _�� UTILITY COMPANY AND COORDINATE THE RELOCATION OF T _ _ _ _ ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). I 1 I I TC 720.00 _ 8-12-16 !! FINAL GRADING NOTE !! TC 722e50 GT 722.00 1 \ i i TC 721.33 � p GT 720.83 71 TC 720-25 GT 719e50 FINISHED GRADES SHOWN HEREON REPRESENT �� GT 719.15 TOP OF PAVING. TOP OF SOD AND/OR LANDSCAPING. I I c UNLESS NOTED OTHERWISE. �j TC 720. 20 I I I I I m � DO Y m Y W u- o UNDER NO CIRCUMSTANCES SHALL SOD OR I GT 719e7O M =UN Z LANDSCAPING NE PLACED ABOVE THE BRICK I I o LEDGE. FINAL GRADE SHALL ENSURE POSITIVE 0w FLOW AWAY FROM THE BUILDING AND OTHER I I I I w z 3 z w x U U, STRUCTURES. o 0 X �wZ 0 0 !!! CRITICAL !!! LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR I I, \ 1 C�3 I I I a IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES, BOTH HORIZONTALLY AND VERTICALLY. BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION. I I I I CO SITE GRADING LEGEND FF = FINISHED FLOOR I \ TP = TOP PAVEMENT CONSTRUCTION NOTES: I TI = TOP INLET TG = TOP GRATE INLET TC = TOP CURB AREAS DISTURBED BY CONSTRUCTION WILL BE \ \ GT = GUTTER FULLY SODDED WITH NATIVE BERMUDA GRASS \ 1 FG = FINISHED GRADE TW = TOP WALL BW = BOTTOM WALL OR HYDROMULCHED ALL CONCRETE INTERFACES AS DIRECTED BY ENGINEER. AND CHANGES IN \ I I FL = FLOW LINE CONCRETE THICKNESS WILL HAVE AN EXPANSION TC 720e65 I TC 719.90 FLOW DIRECTION JOINT FURNISHED AND INSTALLED IN ACCORDANCE GT 72 0.15 17) ' WITH THE DETAILS PROVIDED. ALL EXCAVATION, TRENCHING AND SHORING OPERATIONS SHALL COMPLY I GT 719e4 0 EXISTING CONTOUR WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR. OSHA. _ 577 PROPOSED CONTOUR ALL SIDEWALKS SHALL CONFORM TO TAS/ADA REQUIREMENTS. "CONST. SAFETY AND HEALTH REGULATIONS", VOL. 29, SUB PART P. PG. 128-137. AND ANY AMENDMENTS THERETO. j� � 1 O _ REMA�NDER z o V) Ln TREE PROTECTION - ,1 w ALL SIDEWALKS SHALL SO AS NOT TO IMPEDE BE BACKF BLED TO FINISHED DRAINAGE. GRADE ! CONTRACTOR NOTICE ! I w Q ° PLACE ORANGE VINYL FENCING ALONG TREE CANOPY/DRIP LINE ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED ALL SIDEWALKS. AND PAVED AREAS, REQUIRING ADA ACCESS SHALL BE I A I\ I I\ I A I I\ I F-� F- n F- I\ I F-'\ zz �► WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED CONSTRUCTED WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN *GRADING AROUND PROTECTED TREES SHALL BE EXPANSION JOINT MATERIAL AND SEALANT. ORDER TO ENSURE A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES AND/OR CONTOURS SHOWN ON THIS PLAN CONFLICT WITH THESE SHE E LIMITED TO OUTSIDE OF TREE PROTECTION - NO GRADING INSIDE OF PROTECTIVE FENCING MATCH ALL WATER METERS. SANITARY SEWER PARAMETERS, THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES n C2.23 CLEANOUTS. ETC. WITH FINISHED GRADE (1N WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. \188-097 GRADE PLAN Q3.dgn 10/31/2016 9:23:33 AM MATCH LINE GRADING PLAN QUAD 2 SCALE 1" - 20' i TC 718 e 85 - TC 718.60 �--- '° 20 40TC �18e65 718e35 GT 718.10W GT 718.15 TP 717.80 ``'� TP 716.65 TP 716e10 TC 716e75GT ,� I r� i I I_------- I_N _-_GT - Z o- 715.75 _ I �--- 9`11111" U Q a0 TP 717e50 TP716.92 TC 716.25 1 716. 65 715.75 I I WQ� I � ox ZxGT z=L-ITC co MA \ GT 716 15 O II � a CD a o , \ NI I a z 00 Z cz cli Zo^ 4b 1 TC 718.15 I GT 717.65 TC 717.60 I I \ o , w m z �� GT 717.10 TC 716.80 l I I \ z W o TC 718e10 _ GT 716e30 I \ o GT 717.60 I I z N PGTC TP 711 e � I Wco _ 717e85 TC �17.15 -------------------- --------- --j `'2 SITE GRADING LEGENDTC 717.35 GT 716. 716.30 -J 115.80 TC 715.90 S o j 1 FF FINISHED FLOOR =GT TP = TOP PAVEMENT 0 I 1 GT 715e40 �-•� I V 1 I � I I I TI = TOP INLET INLET I I � � I I TC = TOP CURBS TP 717.35 ; GT =GUTTER FIG FINISHED GRADE TC 718.25 I QO 1 TW = TOP WALL BW = BOTTOMIWALL FLOW I GT 717. 75 1 1 I � � TP 714e75 I O I I � FLOW DIRECTION 1 2% 1 �� TP 712e 13 W I I -575- EXISTING CONTOUR J I I 517 PROPOSED CONTOUR z O J` 6TC 71 5 e 50 TREE PROTECTION - Q O 0 - - - GT 715.00 I °~ PLACE ORANGE VINYL FENCING U `� D ALONG TREE CANOPY/DRIP LINE* 0 TC 718.70 \ I I I I *GRADING AROUND PROTECTED TREES SHALL BE LIMITED TO OUTSIDE OF TREE PROTECTION z O _ Q fr X I GT 718.20 I NO GRADING INSIDE OF PROTECTIVE FENCING i o 6- 1-u Q[-- co I I I I (� z TC 718e55 GT 718.05 TC 717.80 TC 717.50 TC 717.35 TC 717.g5 -� 1 I �' I I I � z w z Q Q I _ -� I TC 718e85IC I GT 717e30 GT 717.00 T 71 G 6 85 GT 716.95 TC 716.20 TC 715.85 c� ► I I I I � � GT 718 35 718-75 GT 715e70 GT 715.35 I I cl) w z 0 , a, 1 I GT 718.25 ► I � � z Ja I _ I� - TC 716. 75 I I I I I I O U w z z ; I GT 716e25 I I W I I Q I TC 719. 00 1 TC 718. 90 TC 718 e 2p 1 I I I CONSTRUCTION NOTES: w z Ir GT 718.50 GT 718. 40 GT 717.75 - - - TC 718.00 T 717. 7 TC 716e20 I I I F- z rrRR V I I GT 717 e 50 GT 717.75 GT 715. 70 t� I I AREAS DISTURBED BY CONSTRUCTION WILL BE FULLY SODDED WITH NATIVE BERMUDA GRASS (n Q i TC 718e55 - - TC 718e35 � I � � I I OR HYDROMULCHEO AS DIRECTED BY ENGINEER. z i GT 717.85 �J J GT O 718.05 TC 718e 1 �� � I 1 I I I I ALL CONCRETE INTERFACES AND CHANGES IN 0 i , GT 717.60 '--_ TC 717e70 ` I I CONCRETE THICKNESS WILL HAVE AN EXPANSION FURNISHED AND INSTALLED IN ACCORDANCE -------__ - _ TC 716. 75 I 1 I - I JOINT - GT 717.20 _ GT 716.25 TC 716.75 • I LLJI I WITH THE DETAILS PROVIDED. - ___ _ �� GT 716.25 0 I I I o� I TC GT 718.00 I I 717.50 II G ALL SIDEWALKS SHALL CONFORM TO TAS/ADA REQUIREMENTS. 1 J \ - _ - I ALL SIDEWALKS SHALL BE BACKF ILLED TO FINISHED GRADE LJJ I /� - _ - - \ - - �, % I I C SO AS NOT TO IMPEDE DRAINAGE. z I `716 - _ _ - - TC 16 85 _ - - v _ �� \ 715 TC 71 �.75 GT 717.25 _ e --- GT 716e35 \� _ ��--- _ TP 715e25 i � i � I I I l - - ALL EXISTING/NEW CONCRETE INTERFACES SHALL BE PROVIDED WITH DOWELED EXPANSION JOINT CONSISTING OF PREMOLDED i=� L EXPANSION JOINT MATERIAL AND SEALANT. 716 - - - -- TC 716e0 0 1 1 I 1 1 ;I � I - O L MATCH ALL WATER METERS, SANITARY SEWER }� - _ GT 715. 50 I I I I I �� � C CLEANOUTS. ETC. WITH F I N I SHEp GRADE r � E�]T N � 14, I�i3NFIL .. I. + I I}�� I / I �x / 1 f� \ V 7 1 6 I TIC 1 I 718.3 5 I ALL EXCAVATION. TRENCHING ANO SHORING OPERATIONS SHALL COMPLY WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR. OSHA. "CONST. 1 71 \ \ GT I I I 717.85 I I SAFETY AND HEALTH REGULATIONS". VOL. 29, SUB PART P. PG. 128-137. AND ANY AMENDMENTS THERETO. I 7 15 I I � � Ir u 8-12-Is TP M-45 W o I I I u� C UTILITY RELOCATION NOTE: I I IF ANY EXISTING UTILITY POLES. POWER POLES. (�(� �, 1-� _ I I GUY WIRES, TELEPHONE UTILITES. ETC. ARE FOUND TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. "` 7- , �% I 1 I I Y � I I Iv THE CONTRACTOR SHALL CONTACT THE APPROPRIATE I ATE UTILITY COMPANY AND COORDINATE THE RELOCATION OF ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). iO o `O oC\i = ,,� m = p w 7 1 .10 DO � Y � Y =UN j J I F T i i .. FINAL GRADING NO E .. o w�1 Cr uj I r 1 I FINISHED GRADES SHOWN HEREON REPRESENT m ui U ¢ w z w I I I I TOP OF PAVING, TOP OF SOD AND/OR LANDSCAPING. o 0 0 X '-W z I I I I I UNLESS NOTED OTHERWISE. I I I UNDER NO CIRCUMSTANCES SHALL SOD ORui - - - - - - _ I I I. I LANDSCAPING NE PLACED ABOVE THE BRICK o I I FINAL RA HA ENSURE POSITIVE LEDGE 1 L GRADE SHALL SU E E CONTRACTOR SHALL STOCKPILE i I - r�� I I FLOW AWAY FROM THE BUILDING AND OTHER STRUCTUREALL EXCESS SOIL THIS AREA I •. �I Ico FOR FUTURE DEVELOPMENT USE I -I- ----- !!! CRITICAL !!! I LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE (SILT FENCE PERIMETER) 1 AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR I 1 I I IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING UTILITIES. BOTH HORIZONTALLY AND VERTICALLY, BEFORE THE COMMENCEMENT OF ANY CONSTRUCTION. I I I 1 I r 1 I I ! CONTRACTOR NOTICE ! cfl OW I I ALL SIDEWALKS. AND PAVED AREAS. REQUIRING ADA ACCESS SHALL BE r� CONSTRUCTED I WITH 5% (MAX.) SLOPE AND 2.0% (MAX.) CROSS SLOPE IN o I � - I I % j I I ORDER AND/OR PARAMETERS, TO ENSURE CONTOURS A.D.A. ACCESS TO ALL ENTRANCES. IF ANY GRADES SHOWN ON THIS PLAN CONFLICT WITH THESE THE CONTRACTOR SHALL REPORT SUCH DISCREPANCIES z o `n OF J/7� 005 ACRESI \ I (IN WRITING) FOR RECONCILIATION BEFORE CONSTRUCTION COMMENCES. > u/ cs z T n n n TRD�r/T - �. 1 � 1 I I I II`J\ !!!IMPORTANT!!! SHEE /H\ /\ / I /J I 1 I CONTOURS REPRESENT FINISHED GRADES. ALL PAVING SHALL BE EXCAVATED TO SUBGRADE PER TYPICAL PAVING SECTIONS (SEE DETAILS). C 2.2 \188-097 GRADE PLAN Q4.dgn 10/31/2016 9:23:52 AM ' PAVING LEGEND SCALE 1" = 50' 7" THICK CONCRETE PAVEMENT W/ u3 BARS N Q 'I li I @ 18" O.C.E.W. 0 25 50 100 w LD z I' ! 6" THICK CONCRETE PAVEMENT W/ u3 BARS @ 18" O.C.E.W. (DRIVES. FIRE LANES) < 0`00 O Z .I CONIC j a o 00 a o ' PCG POQQ N� /' REMAINDER OF TRACT 1—129.92 ACRES ; Q !i 5" THICK CONCRETE PAVEMENT W/ u3 BARS @ 18" O.C.E.W. (PARKING) - X REMAINDER OF TRACT 1-129.92 ACRES -�'"�Q ���Q�(L ,' ANNA TOWN CENTER NO. 4�SHRP, LTD j �- - - " CD J 'A " ANNA TOWN CENTER NO. 4/SHRP, LTD Q1' C�CQ�� CC '" DOC. NO. 2004-38965 D.R.C.C.T. i O 4" THICK CONCRETE SIDEWALK W/ u3 BARS @ ,8 O.c.E.w. �\ J = GJ DOC.s�e@. 2004-38965 RIM ELEV=719.96' D.R.C.C.T. �. P (L "� ' i W J j i � I I( j PORTLAND CEMENT CONCRETE FOR PAVING SHALL BE MINIMUM 3,600 PSI � Q Z Z Q FL N(IN)=711.96'(8"PVC) '' P�� �' I AT 28 DAY COMPRESSIVE STRENGTH (3.000 PSI FOR SIDEWALKS). FL W(IN)=711.93'(8"PVC FM) _� Cpl Q`l G. !z I i j CONCRETE SHOULD JOINTS IN VEHICULAR I STEEL SHOULD CONSIST BE DESIGNED WITH 5 +/-1 PERCENT ENTRAINED AIR. �}�j� PAVING SHALL NOT EXCEED 15 FEET. REINFORCING FN OF 43 BARS ON 18 INCH CENTERS EACH WAY. (� a = I o o of _ __--�'" FL E(OUT)=711.89'(8_PVC__EM - - ------ - - - - -W - CONIC '- O '' SOUTH LINE OF 129.92 ACRES TRACT ! I I 1 I I KHI, I ! A N N 00 Q Z � Z `� c� Z> - R.O.W._DEDICATION i' '' e SITE Mp2 I "X" SET CID C • CO C I L,_W m Lj O -- —_----------- - DOC. '' ELE VAnO =7�2. i Q w U O N0. 20141114DQTZ48fi?rtT - - - - - - - =- I D.R.C.C.T. CONIC �'_ P - - _— SSMH - ------------------ - 1 — — — — — I I w U - PRO ------------------------------------------------------------------------------------------------ I _ z o -------- I Y\^YY�•.-�rtt_It_tt_t1_tt_tt_It_tt_t1_YY_tt_It_tt_t1_tt_It_.. �� SIDEWALK L ._ _.I_• • --. - - - - 18 RCP w N --------- °E —OE -- — -- — — — — — — ---0E----0E----�E--- .. _.._.._.. _.. _.. _.. _.._.. _.. _.._ ._.._.._.._.._.._.._.. APPARENT 40 ._.._.._.._r°�PH �t— .. .._.. .._ FL NW(IN)=710.48' CN � —262 PASSING AT 1815.29'� 1 --��--��--�� .°. --- FL SETOUT)=709.62' A 1 /2" IRF W/ CAP 1 D = 36' — — °�—•�. — QF — „CORWIN" (C.M.) ; 1 = - HB 53 4 31 '31 " E 20' ° ° � I 1 HD - 72. 4' V 2, PG. 5 9 D LOT 9 ; I P.R.C.C.T. o CONSTRUCT CURB CUT 3' WIDE AND FLUME 30" CMP FL W(IN)=710.70' FL E(OUT)=710.39' 0/0 1 LOT 10 I I 12 CONSTRUCT 3' WIDE I rrnn J 1 ° � CONCRETE PILOT CHANNEL O 1 z Q O Q x 1 �' 30. o ° ° ° ° ° n n n ° ' n ° 24' I _ „ ° ° ° ° 5 30 1 r , U I 30 cncr_ O , I I SEE LEONARD DRIVE Z Z _I I ------------__—__—__ CONSTRUCT 3' WIDE �. _ : p° v I ° ° o X 1 FLUME COVER PLANS AND PROFILES Ir Q ° "' 1 �`� °. - I Q w r2 - C� N ° I I FOR PAVING THIS AREA -NOTE: U U — I— v °' ° I I CITY SHALL BE PRESENT FOR LIME SERIES TESTS AND WORK z - Q 0 cn 0 AND SHALL BE COPIED ON ANY MATERIAL TESTING REPORT. w v _� C14�j ___I cn O ___I Ln 00 0' 1 ° b ° o° 0/01 CONSTRUCT 3' WIDE 1 Z z _ m 0 — — —� 1 n ° CONCRETE° PILOT CHANNEL I Z PAVING SLEEVES: `^ V J w Z > U O� I I � z J 0 " m ( 1 � LLj I CONTRACTOR SHALL MAKE SURE TO INSTALL O w Q z 1 �, Hill to O U RREQUIRTD PPVC SLEEVES (IRRIGATION /ELEH TRICAL) $ I w PRIOR 0 POURING CONCRETE (RE ARC PLANS) U ° I O 1 Q Qo O I °. g �° 1 Q00D- CONSTRUCT 3' WIDE 0 1 J FIRE LANE STRIPING: II-__ z CURB CUT AND FLUME I O � WHERE RED STRIPE INTERSECTS WITH A CURB LINE, PAINT Cl) Q i FACE AND TOP OF CURB RETURN. Ic I o I PAINT 4 INCH HIGH LETTERING WITH A 11NCH STROKE CENTERED ON RED STRIPE SHALL READ: "NO PARKING" - "FIRE LANE". THIS LETTERING SHALL BE PAINTED EVERY 20 FEET AS MEASURED FROM THE END OF ONE LETTERING GROUP TO THE BEGINNING 1 1 OF THE NEXT GROUP WITH A 1FOOT SPACE BETWEEN 1 "NO PARKING" AND "FIRE LANE". (NOTE QUOTES ARE USED IN I I THIS DESCRIPTION FOR EMPHASIS ONLY AND ARE NOT TO LOT 14 �' 1 I I BE PAINTED WITH THE LETTERING) ° ° °' ° °I ' • 1 I PAVING NOTES: T —' — __ - I I FOR 6". 7" AND 8"" PAVING AREAS AND AFTER FINAL SUBGRADE PASSING AT 1390.69'- " & ELEVATION IS ACHIEVED, THE EXPOSED SURFACE OF THE PAVEMENT SUBGRADE A 1/2' IRF W/ CAP 1 b' ° °: ° CONSTRUCT 3WIDE CONCRETE PILOT CHAN�L I SOIL SHOULD BE SCARIFIED TO A DEPTH OF LEAST 6 INCHES AND MIXED WITH 8 PERCENT HYDRATED LIME (BY DRY SOIL WE IN CONFORMANCE WITH`C�► CORWIN" G.M. iii I ( ) � Q I TXDOT ITEM 260. ASSUMING AN IN -PLACE UNIT WEIGHT OF 100 PCF FOR THE PAVEMENT SUBGRADE SOILS. THIS PERCENTAGE OF LIME EOUATES 70 ABOUT 1 0 36 LBS OF LIME PER SO YARD OF TREATED SUBGRADE. THE ACTUAL AMOUNT �} I • '. } I ° CONSTRUCT 3' WIDE I OF LIME REQUIRED SHOULD BE CONFIRMED BY ADDITIONAL LABORATORY TESTS (ASTM C 977 APPENDIX XI) PRIOR TO CONSTRUCTION. *}+ ° CURB CUT AND FLUME ;-••--•--••--•---•-• ••• •• Lllll 10, H�`KI LTijh� I I I IT IS REOUIRED THAT LIME STABILIZATION PROCEDURES EXTEND AT I I o LEAST 1 FOOT BEYOND THE EDGE OF THE PAVEMENT TO REDUCE EFFECTS OF SEASONAL SHRINKING AND SWELLING UPON THE EXTREME EDGES OF +F 8 f '. FUTURE ARTIFICIAL I I THE PAVEMENT. THE SOIL -LIME MIXTURE SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY • + {r * }���rtitv'' '-•• (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS �4'llti{ PLAYGROUND TURF ° 1 ABOVE THE MIXTURE'S OPTIMUM MOISTURE DENSITY. *NOTE: CITY SHALL BE PRESENT FOR THE FIELD LIME SERIES TEST AND THE TESTS RESULTS SHALL BE SUBMITTED TO THE CITY FOR REVIEW PRIOR TO LIME APPLICATION. 8-12-16 I I CONSTRUCT 5' WIDE ° I SUBGRADE FOR PARKING SPACES (5" THICK AREAS) SHALL BE UNTREATED CLAY CURB CUT AND FLUME ° SUBGRADE SCARIFIED AND COMPACTED TO 95 PERCENT STANDARD PROCTOR $ I 1 MAXIMUM DRY DENSITY (ASTM D698) AND WITHIN THE RANGE OF 1 PERCENTAGE +"+"i"'•'i + -+ r I U POINT BELOW TO 3 PERCENTAGE POINTS ABOVE OPTIMUM. 1 7I � N N.o I R20 Q I 01 - O = w = of W� ' (0 _ ., = 1 cn I N m W W O 1 I O u �° 1 V N 12o I W Q z ` o W Ct li Ct W O FCONSTRUC- TID ' 1 I 1 Ln cn 0 W D O 3 O v k u ~ W Z -� -----__--- CONCRETE PILOT CHANNEL Ld CD w -- 0 I CONSTRUCT 3' WIDE CONCRETE PILOT CHANNEL 1 W ~ Q m ; 1 Q 1 1 0 1 I O cD I Ln ! I 1 � } - o o --- I 1 I W O m z� 1 120' ; I w� -1- �N I 1 37.00 ACRES i cn�O � a NOTE: O I ZQ o 1 U LJ a- lq- INTERIOR GRADE BEAMS SHALL BE SPACED ##3 BARS @18" O.C.E.W. ._—__—__—_ O REMAINDER O F 37.005 ACRES - Q N AT 15 FT. CENTERS v I i i o Q 5" THICK 2 ##3 BARS 1 ANNA INDEPENDENT SCHOOL DISTRICT Ln o z z � � )s 1 15' U.E. DOC. N0. 2006-2879 D.R.C.C.T. i I I T I I O z Q a N - - --, ,z" �o �_I­-_-_ --. � — ------------- — — — — — — VOL. 782, PG. 599 P.R.C.C.T. x x— � r 1 I r� C i z 0 \ V _ _ _ I— _ — — — — — — — — — — — — — — — — — — — — — — — — — — — — - — — 1 1 = SUBGRADE UNDERNEATH BASKETBALL COURT SHALL BE PREPARED PER GEOTECHNICAL REPORT AND SHALL I O z — — — — — — — _ _ — — — — — — — W CONSIST OF 1 FT OF NON -EXPANSIVE MATERIAL OVER 10" Q I _ _ _ _ _ — — — — — — — — — — — — — — ------ - - 1 U MOISTURE CONDITIONED SOIL ON TOP OF THE EXISTING z `V I — — — — — ----- 0 O LIMESTONE, SOILS TO BE COMPACTED PER GEOTECHNICAL O � I 1 0 REPORT ADN AT MINIMUM TO 95% STANDARD PROCTOR. N UTURE 8"WATER— I CONIC L W► x 1Ld SLAB i I BASKETBALL COURT SECTION z a .. I w� :>:: N.T.S. SHEE C2.30 \188-097 PAVING PLAN.dgn 1/31/2017 9:30:50 AM �� 3� N X 3 :C ' %�• CABS �- AT �i' A � � WCL1= KFORC GA_'VAVIiIN _ 3�r�„ r��ti_ti�If=L7 G�ti�F�IA�L 3�:LI AT GOAFcD JOINTS 1��.f C;I F SCALE r' = 40' N .. . o zo ao so aGI.OTES: Z CV....... BAII:� R I? �A:: E SHAL r,C NFC RI` TO _ TFXA� ' .ITC: . CD 0 Z o 00 I YPKI Al HFFI FC. V { ' E c Q V) N 00 0 J " - # PAVING J _ F0 � z E = _E7I' �E RED & REFLECTIVE ', H I ? � 12" MIN. ,� LEGEND 8 THICK CONCRETE PAVEMENT - 3.600 PSI x V)EL, � � Z ¢ Z U 3 f HIGH It.TENS T1� RE=L= — FF IlfxC%}F? +�F'�[}'d-I} F l - ' 4 0� PER CITY OF ANNA DESIGN STANDARDS i o o 8" THICK CONCRETE TRANSITION - 3.000 PSI V) z .10 Z PER CITY OF ANNA DESIGN STANDARDS Q w N S CCTI'DN A -A Z o J BARRICADE DETAIL ,. ,. 4" THICK CONCRETE SIDEWALK PER CITY OF ANNA DESIGN STANDARDS 0 z J O a Ln m o uj U PORTL AND CEMENT CONCRETE FOR PAVING SHALL BE MINIMUM 3,600 PSI ui U S T A 0 +0 0 FURNISH AND INSTALL FURNISH AND INSTALL AT 28 DAY COMPRESSIVE STRENGTH (3,000 PSI FOR SIDEWALKS). o 0 58 L . F . „ 4 D 1 A. SCH 40 PVC 60 L.F. 4 D I A. SCH 40 PVC CONCRETE SHOULD BE DESIGNED WITH 5 +/-1 PERCENT ENTRAINED AIR. CONSTRUCT STREET HEADER BEGIN CONCRETE PAVING SLEEVE FOR FUTURE IRRIGATION SLEEVE FOR MEDIAN L I GHTS FURNISH AND INSTALL JOINTS IN VEHICULAR PAVING SHALL NOT EXCEED 15 FEET. REINFORCING STEEL SHOULD CONSIST OF 93 BARS ON 18 INCH CENTERS EACH WAY. 5 uj � W CONSTRUCT SLEEVE SHALL HAVE 15" OF COVER. SLEEVE SHALL HAVE 15 OF COVER, 60 L.F. 4" DIA. SCH 40 PVC -d 00 O BARRICADE CAP AND FLAG EACH END CAP AND FLAG EACH END FURNISH AND INSTALL SLEEVE FOR MEDIAN LIGHTS J O D FURNISH AND INSTALL — — — — — — --------------- DOUBLE 4" WIDE SOLID CAP EAND SFLAG EACH END OF COVER. + PAVING NOTES: Cn „ YELLOW STRIPE D 4 WIDE SOLID WHITE STRIPE — — — — — — — — — — — — — 00 FOR 8" PAVING AREAS AND AFTER FINAL SUBGRADE �� ELEVATION IS ACHIEVED. THE EXPOSED SURFACE 0 THE PAVEMENT SUBGRADE ��— •�••�••-••�.. .�..�.. •.••.••-••.••...........,.„.„.„.„.„������ SOIL SHOULD BE SCARIFIED TO A DEPTH OF LEAST 6 INCHES AND MIXED WITH 8 PERCENT HYDRATED LIME (BY DRY SOIL WEIGHT) IN CONFORMANCE WITH SAW -CUT AND '•••�••�••�••�••�..�..�..�..�..�..� ■ TXDOT ITEM 260. ASSUMING AN IN -PLACE UNIT WEIGHT OF 100 PCF FOR THE MATCH EXISTING"�"�••�••�••�••-••�..�. �.. r^ PAVEMENT SUBGRADE SOILS. THIS PERCENTAGE OF LIME EOUATES TO ABOUT 36 LBS OF LIME PER SO YARD OF TREATED SUBGRADE. THE ACTUAL AMOUNT CONCRETE PAVEMENT " - — — — — — -- v J 2 W �(J — — — — — _ — — of LIME REOUIRED SHOULD BE CONFIRMED BY ADDITIONAL LABORATORY T N — — — — — — _ _ I TESTS (ASTM C 977 APPENDIX XI) PRIOR TO CONSTRUCTION. x - N0� W.L.E. VOL. 1056, PG. ------ --- -----_---- — — — *NOTE: THE CITY SHALL BE PRESENT FOR THE FIELD LIME SERIES TEST AND LLJ — — — — W THE TEST RESULTS SHALL BE SUBMITTED TO THE CITY FOR REVIEW PRIOR TO LIME APPLICATION. J 1+002+00 3 0 © r _= Z IT IS REOUIRED THAT LIME STABILIZATION PROCEDURES EXTEND AT LL 71 4+00 5+00 _ u LEAST 1 FOOT BEYOND THE EDGE OF THE PAVEMENT To REDUCE EFFECTS OF SEASONAL SHRINKING AND SWELLING UPON THE EXTREME EDGES OF J O 6+00 7 0 ---� THE PAVEMENT. THE SOIL -LIME MIXTURE SHOULD BE COMPACTED TO AT U O F71 CONCRETE TRANSITION 8 LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY O - < - D z N' PER CITY OF FR 1 SCO �� (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS Q O O EXISTING CR 422 TO z F 1 TRANSITION STANDARD EXISTING 422 ILl / v n Q ABOVE THE MIXTURE'S OPTIMUM MOISTURE DENSITY. REMAIN O D O ao z z TO BE DEMOLISHED SHED FUTURE PAVEMENT BY OTHERS) co IIcf� FURNISH AND INSTALL AFTER NEW PAVEMENT EXISTING CR 422 Q (n z J r1 DOUBLE 4" WIDE SOLID [D 1S COMPLETE FURNISH AND INSTALL \_� TO BE DEMOLISHED 20' ROAD EASEMENT z Q ' Q YELLOW STRIPE —AFTER NEW PAVEMENT , `ice 7r P��9� O Q MEDIAN LIGHTS AT 400 FOOT SPACING IS COMPLETE I p PER CITY OF ANNA STANDARDS P.R.C.C.T. Q LX z co 360.545 ACR D z~ Jp ~ H ARLAN PROPER Ir w z DOC. NO. 201407240 rn w z j o D.R.C.C.T. Q + w cc U po w z �< � z Q� `� Q z O w J ....................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ........................................................................................................................................................................................................................................................................................................................................................................................................................................................................................ �p z K 48. 63' O.1 C71 N z N Ln M EITH f¢ HflMILTahF F- N N N r- N Q N 338 1 r- N r-0' r- S 730 z > w > > 730 � '�' P� _ w o _ z > Ld _ - ...................... ............................ mw ............... .. w ....... w ww ....... ...........ASPH.A.L. .... 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LL L.L.� I~ ......................... ....................... 700 �w w J w J w J w J w w J J w J w J w J w J w J w J w J w J w J w J 700 N J C2.31 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 \188-097 LEONARD PP1.dgn 1/31/2017 8:35:54 AM SCALE 1'' = 40' V) 0 20 40 80 (� �y N \\ f1 M.Q CN Z LID 00 O 3 � N O Q m U I � Wco co G4 Z N O J U J IFo 0 x PAVING LEGEND N c Z ¢of m = O 8" THICK CONCRETE PAVEMENT - 3,600 PSI I o 0 I PER CITY OF ANNA DESIGN STANDARDS Z Ln z Lmo Q w I N 8" THICK CONCRETE TRANSITION - 3,000 PSI 0 Z o m PER CITY OF ANNA DESIGN STANDARDS w mui THICK CONCRETE SIDEWALK Q Ln W CD4" U _ FURNISH AND INSTALL PER CITY OF ANNA DESIGN STANDARDS Z w 1 ° 58 L.F. 4" DIA. SCH 40 PVC o m SLEEVE FOR FUTURE IRRIGATION CLI SLEEVE SHALL �� HAVE 15 OF COVER. PORTLAND CEMENT CONCRETE FOR PAVING SHALL BE MINIMUM 3.600 PSI 5 CAP AND FLAG EACH END AT 28 DAY COMPRESSIVE STRENGTH (3,000 PSI FOR SIDEWALKS). w CN O CONCRETE SHOULD BE DESIGNED WITH 5 +/-1 PERCENT ENTRAINED AIR. JOINTS IN VEHICULAR PAVING SHALL NOT EXCEED 15 FEET. REINFORCING SEE SHEET 2. 20 FOR DRIVEWAY SPECIFICATIONS STEEL SHOULD CONSIST OF #3 BARS ON 18 INCH CENTERS EACH WAY. U + 00 FURNISH AND INSTALL O `— _________ DOUBLE 4" WIDE SOLID O PAVING NOTES' YELLOW STRIPE — — — — — — + .._.._.._.._.._.._••_„_„_„_,. CONSTRUCT 5 WIDE CONCRETE SIDEWALK FOR 8"• PAVING AREAS AND AFTER FINAL SUBGRADE • .._. ._.._.._.._.. IL LpYDRATEDBE RLIMEO(BOY OWEIGHT) F LEAST 6INICONFORMANCENCHES AND IWITTHXED WITH .. ._.. •�;��"�"�" '•o ••o '.' v '."" 80PERCENT DROYESOILPTH TXDOT ITEM 260. ASSUMING AN IN -PLACE UNIT WEIGHT DF 100 PCF FOR THE I 0) _ _ _ � _ � �• �•� o•, v � PAVEMENT SUBGRADE SOILS. THIS PERCENTAGE OF LIME OF TO ABOUT ui 36 LBS OF LIME PER YARD OF TREATED SUBGRADE. THE ACTUAL AMOUNT W — — — �° — — — — — _ _ — — — — — — OF LIME REQUIRED SHOULD BE CONFIRMED BY ADDITIONAL LABORATORY J — — — o m TESTS (ASTM C 977 APPENDIX XI) PRIOR TO CONSTRUCTION. — Z _ LL *NOTE: THE CITY SHALL BE PRESENT FOR THE FIELD LIME SERIES TEST AND J THE TEST RESULTS SHALL BE SUBMITTED TO THE CITY FOR REVIEW PRIOR TO ^ C/) J 0 LIME APPLICATION. 0 0 9+0 1 + N W 7 IT IS REOUIRED THAT LIME STABILIZATION PROCEDURES EXTEND AT 1 FOOT BEYOND THE EDGE OF THE PAVEMENT TO REDUCE EFFECTS z 0 1 12+00 z LEAST a U �j 13+00 14 OF SEASONAL SHRINKING AND SWELLING UPON THE EXTREME EDGES OF THE AT v �A P P A REN T 4 0' I�/ R. 0. W. --� LEASTA95MPERCENTEOFOSTANDARDMIXTURE PROCTTORSMAXIMUMEDRYYMPACTED DENSITTYTO r'- (ASTM D 698) AND THE RANGE OF 0 TO 4 PERCENTAGE POINTS WITHIN THE 2 ABOVE MIXTURE'S OPTIMUM MOISTURE DENSITY. co r ^ z WEST LINE OF FUTURE PAVEMENT (BY OTHERS) U 0 Q 360.545 ACRES TRACT 20' ROAD EASEMENT EXISTING CR 422 1-- — fr X EXISTING CR 422 -1L �8 P_ 5cq TO BE DEMOLISHED "AFTER Q Q Lu Q TO BE S DEMOLISHED P.R.C.C.T. NEW � ~ AFTER NEW PAVEMENT IS COMPMENE � z � IS COMPLETE TIES FURNISH AND INSTALL FURNISH AND INSTALL Ir Lj z MEDIAN LIGHTS AT 400 FOOT SPACING 60 L.F. 4" DIA. SCH 40 PVC LIJ 0770380 PER CITY OF ANNA STANDARDS SLEEVE FOR MEDIAN LIGHTS Co z > SLEEVE SHALL HAVE 15" OF COVER. z L Q — CAP AND FLAG EACH END Ir 0 w U z Ir Lu L:z °C cl) Q z z 0 Lu ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... ...................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................................... -------------------------------------------- ................... ................... .................... ................... ..................... ................... ..................... .................... .................... .................... ................... ..................... ................... ................... ................... .................... .................... .................... ..................... ................... ..................... ................... ..................... .................... oe J r E�IT H I4, 144KIL I DLk ...................... ..................... .................... .............................................. ------------........ .------------------. ------------------. ---------............ .................... .................... ------------------ -- .............................................. .................... .............................................. .............................................. .............................................. ------------------. -------------------- ----------------.... . _..------------- 10 f � .iR e• •i :y .I —fL• 730 730i;,r -1 -1 ...................... ....................... ...................... .............................................. ............................................... ............................................ .............................................. .............................................. ...................... .............................................. 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D u� !^ I �I co O 0 00 Qr-Iro � w I 1 O I I D I I I I I co CA N~ z vi CD _J y x l i F_ ZJ I O i I x 0 x I i I PAVING LEGEND w Z ¢ of'o O T�I ^ lam+ (n = o ! 8" THICK CONCRETE PAVEMENT - 3,600 PSI I o I I T PER CITY OF ANNA DESIGN STANDARDS Z W z CD I Q N r i EXISTING CR 422 I I 8" THICK CONCRETE TRANSITION - 3,000 PSI w o 1 I TO BE DEMOLISHED I I PER CITY OF ANNA DESIGN STANDARDS w m SEE SHEET 2.20 FOR DRIVEWAY SPECIFICATIONS ! 1 ! FURNISH AND INSTALL STD. 5 RECESSED CURRB INLET , ¢ W o U a 1 FURNISH AND INSTALL TOP OF CURB- 709.75 PERTHICK CITY OFONANNAEDESDIGNALK STANDARDS o o FURNISH AND INSTALL 60 L.F. 4" D1A. SCH 40 PVC SLEEVE FOR MEDIAN L 1 GHTS 30.22 L.F. 18" RCP STORM 5 58 L.F. 4" DIA. SCH 40 PVC SLEEVE FOR FUTURE IRRIGATION ! 1 SLEEVE SHALL HAVE 15" OF COVER. CAP AND FLAG EACH END DRAIN PIPE CONNECT TO EXISTING PORTLAND CEMENT CONCRETE FOR PAVING SHALL BE MINIMUM 3.600 PSI AT 28 DAY COMPRESSIVE STRENGTH (3,000 PSI FOR SIDEWALKS). CONCRETE SHOULD BE DESIGNED WITH 5 +/-1 PERCENT ENTRAINED AIR. w CN 00 „ RCP PIPE � SLEEVE SHALL HAVE 15 OF COVER. i FL. (OUT )= 706.00 JOINTS IN VEHICULAR PAVING SHALL NOT EXCEED 15 FEET. REINFORCING CAP AND FLAG EACH END CONSTRUCT - STEEL SHOULD CONSIST OF #3 BARS ON 18 INCH CENTERS EACH WAY. 1 TYPE B CONCRETE HEADWALL FURNISH AND INSTALL VERIFY DEPTH OF EXISTING O FL.= 710.00 DOUBLE 4" WIDE SOLID PIPE PRIOR TO CONSTRUCTION � ! YELLOW STRIPE I i r ! I i PAVING NOTES: + I D I ° D CONSTRUCT 5' WIDE d" — r- — — z !cncn : 0 FURNISH AND INSTALL CONCRETE SIDEWALK I I FOR B"" PAVING AREAS AND AFTER FINAL SUBGRADE ELEVATION IS ACHIEVED. THE EXPOSED SURFACE OF THE PAVEMENT SUBGRADE I 4" WIDE SOLID WHITE STRIPE I (CONSTRUCT 5 WIDE CONCRETE SIDEWALK 80IL PERCENTLD BE HHYDRATEDRLIMEOTO A (BYY DRYYEPTH SOILOF LEAST WEIGHT) 6ININCHES WITTHWITH CONFORMANCEMIXED AND CROSS HATCHING J TXDOT ITEM 260. ASSUMING AN IN -PLACE UNIT WEIGHT OF 100 PCF FOR THE I-- .._.. .._ ._.. ° -------------------------------- CONSTRUCT C BARRIER PAVEMENT SUBGRADE SOILS. THIS PERCENTAGE OF LIME EQUATES 70 ABOUT OUT W ----------- _ ` i' _ '� •FREE RAMP 36 LBS OF LIME PER S0 YARD OF TREATED SUBGRADE THE ACTUAL AMOUNT OF LIME REQUIRED SHOULD BE CONFIRMED BY ADDITIONAL LABORATpRY J to TC 709.75 TC 709.92 II \ TESTS (ASTM C 977 APPENDIX XI) PRIOR TO CONSTRUCTION. — — — I - n X. L E D R D A VDN U D GT 709.25 GT 7Dg 42 \- _ - " -- *NOTE: THE CITY SHALL BE PRESENT FOR THE FIELD LIME SERIES TEST AND THE TEST RESULTS SHALL BE SUBMITTED TO THE CITY FOR REVIEW PRIOR TO J U- O W NO CURB N m m � TC 709.75 GT 709.25 CONNECT TO EXISTING ST [ NG LIME APPLICATION. Cn z O z ��" CO FU TORE 120' R. 0. Vl/ + CONCRETE PAVEMENT - --__ IT IS REQUIRED THAT LIME STABILIZATION PROCEDURES EXTEND AT W NZ� FURNISH AND INSTALL CONSTRUCT DOWELED JOINT __ LEAST 1 FOOT BEYOND THE EDGE OF THE PAVEMENT TO REDUCE EFFECTS OF SEASONAL SHRINKING AND SWELLING UPON THE EXTREME EDGES OF J O ___I 00 1 TYPE III BARRICADE O 17+00 N TC 710.25 0 I O GT 709.75 I I1 ., _ D C R E S ROSSINO _ - - THE PAVEMENT. THE SOIL -LIME MIXTURE SHOULD BE COMPACTED TO AT LEAST 95 PERCENT OF STANDARD PROCTOR MAXIMUM DRY DENSITY C) Q _ - - - -`- --+-==—=—=—=--_+-_ MATCH EXISTING 1$,0 n _--- CONSTRUCT BARRIER FREE RAMP nn �'V' C I (ASTM D 698) AND WITHIN THE RANGE OF 0 TO 4 PERCENTAGE POINTS ABOVE THE MIXTURE'S OPTIMUM MOISTURE DENSITY. C� z Q CONCRETE PAVEMENT --- -�- - -'01 40 72400 ' LTD z __ D' �. 0 77O38D O Q Q FUTURE PAVEMENT i C7 FURNISH AND INSTALL[--- --__ C C T. I — X z 5 (B OTHERS) � O �o TYPE III BARRICADE - _ R' i U Q W Q L ^^ C7 I =� 300' TRANSITION ! z I 0. WDE- - Vv D DIO-- E 1 � � J FURNISH AND INSTALL I z D L 4 TIO 0 EONS --_ _, I w Q MEDIAN LIGHTS PER CITY OF AT 400 FOOT SPACING ANNA STANDARDS i n ; - - -------- -CONCRETE TRANSITION_ _ _ _ _ ER CITY FSFR I SCOD I I N0 2 RD 1 /cN 0 7 6 !�-_, � z Lu TRANSITION FURNISH AND INSTALL - - -48 V L ! - W z 0 �;� -- _ D 1�A I - z J Q O v AND INSTALL REMOVE EXISTING RCP PIPE 4" WIDE SOLID WHITE STRIPE I - -_ _ \ , T - C. i ,, T• O W im rURNISH c,I o 5 S.F. ROCK RIP -RAP FURNISH AND INSTALL AND CROSS HATCHING n FURNISH AND INSTALL - __ i Q L.= 709.50 95.00 L.F. 18" CL [V RCP 2 - "DO NOT ENTER" SIGNS �I pQ I STORM DRAIN PIPE I rv� i 0 DD z i n o� O I I --- ' W Z Z 0 o z c� c� i S D z r� F- n - Q I I I z fTl I C) z D � o F- F71 < '� � ,. z O o z F, z D_ c- ()z► �z _D>c0 W i i n z � ,� I Oz J r\j = c) C7 0 D D 0 �QO II C70 nNrn�n o O�z�r,� «i ........... 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BUT ARE NOT IN THE PUBLIC ROW MUST COMPLY WITH 2O12 TAS AND ANY CURB RAMPS PROVIDED SHALL BE IN COMPLIANCE WITH 2O12 TAS SECTION 406. PROVIDE TRUNCATED DOME CONCRETE PAVERS (2% MAX SLOPE) \ CURB SLOPE O O SLOPE 12 1 MAX. 12 : 1 MAX. OOOO TAPERS i' TO 0" 6' 5' 6' CURE 6" PLAN VIEW N.T.S. 6' 5' 6' TOP OF CURB SIDEWALK j ...(TYPICAL) F GUTTER _..---__....... _____............. -- - ............. .............. ............ .....":_""`.--------___........._--------........ ................. •-" : DOWEL BAR 12" 3 DOWEL BAR 12" •....-------------------------�.- � LONG 0 12" O.C. TAPERS LONG 0 12" O.C. (CONCRETE CURB � GUTTER) TO 0" ELEVATION VIEW N.T.S. A.D.A. RAMP DETAIL N.T.S. Note: Curb shall be stamped with a 'W' or 'S' (2-min.) at water and sewer service locations - 8 An approved white piq mented 2 curing compound shoff be applied 2" R 1/2" R to the surface of the curb as a soon as it has been poured e°3• : and finished. 4" R a". 4- a ° 4 e - a • 3" 6 TYPICAL SECTION MONOLITHIC CURB W T.S v SAWED GROOVE HOT POURED RUBBER JOINT SEALING COMPOUND 1" MIN. N FIRST POUR no SECOND POUR 4- ° > 0 Q ° v O v O •3 BARS ON 18" LAP BARS 30 DIA & TIE CTRS. BOTH WAYS (SEE NOTE) CONSTRUCTION JOINT N.T.S. •3 BARS ON 18" SAWED GROOVE CTRS. BOTH WAYS (SEE NOTE) 1/2" WIDE VERTICAL SAW CUT HOT POURED RUBBER JOINT 1/8" TO 3/16" WIDE SEALING COMPOUND HOT POURED RUBBER JOINT SEALING COMPOUND N T/4 \ 0 aLF N \ \ r 0. 0 ° NOTE: SPACE AT 5'0.C.MAX FOR KEYWAYJOINT •3 BARS ON 18" SPACE AT 5' C. MAX FOR SPDAV PAVING KS (FOR PAVEMENT THICKNESS > 6") CTRS. BOTH WAYS N.T.S. (SEE NOTE) SAWED CONTRACTION JOINT N.T.S. NOTE: ALTERNATE REINFORCEMENT •4 BARS ON 24" CTRS. BOTH WAYS. 24" •6 SMOOTH DOWEL 16" DOWEL COATING HOT POURED RUBBER JOINT �3/4"± 1 1/4" MIN. CLEARANCE SEALING COMPOUND 1" MIN. 11" 2" F MI ITRANSLUCENT DOWEL SLEEVE 17 (CLOSED END TO FIT DOWEL & ° 0 ° BE SECURED) TO BE INSTALLED 0 0 0 0 2' C-C. REDWOOD EXPANSION DOWEL SUPPORT SHALL BE OF A JOINT FILLER METHOD APPROVED BY ENGINEER EXPANSION JOINT (SPACED 200 FT. MAXIMUM; LOCATE AT STRUCTURES AND AT INTERSECTION P.C.'S & P.T.'S) N.T.S. X Y SLOPE - Y:X WHERE X IS A LEVEL PLANE ADJOINING SLOPE SHALL NOT EXCEED 1:20 ADJOINING SLOPE SHALL NOT EXCEED 1:20 WALK STREET MEASUREMENT OF CURB RAMP SLOPES N.T.S. CURB FLUSH WITH GUTTER F kCE OF CURB .. -� .Oi .. : r .' :�iAGR •OF PCURB" . ' 0000VI-10 ON EXPANSI N. JO)N7 :a.'• SLOPE ON 1:10 (� 3 0ORUSW.r1N15 °• ' E R�;MDR; 5'�.HICK OE o0 PROVIDE TRUNCATED DOME CONCREEO UPAVERS 0 0_ SIDEWALK RAMP TYPE 4 WITH TYPICAL SCORING PLAN N.T.S. 4" PORTLAND CEMENT CONCRETE SIDEWALK, CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 P.S,I.0 28 DAYS 6- AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. REINFORCIN NG OF SIDEWALK SHALL BE M. °3 BARS 0 18" 2.0/. MAX. CROSS SLOPE CENTERS EACH WAY. J. 5$I'�THICgKpEC p0 ACTED 3/4" PRE -MOLDED EXPANSION JOINT MATERIAL STANDARD PROCATOR S/ COLORED DEEP FIELASTO ERIC SEALANNAL SEALANT TO BE T (SONNEBORN URETHANE SEALANT NP-2 OR APPROVED EOUAL) TYPICAL SIDEWALK SECTION - ADJACENT TO CURB - WIDTH VARIES N.T.S. NOTE: EXPANSION JONTS AT ANY DIRECTION CHANGE AND °0'MAX IMUM ON STRAIGHT RUNS. JOINTS TO BE 4" PORTLAND CEMENT CONCRETE SIDEWALK. CONCRETE SHALL CONSTRUCTED IN ACCORDANCE WITH DETAILS THIS HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3.000 P.S.I.0 28 DAYS 6- TYP, SHEET.SIOEWALK WILL BE SCORED OF FLAGGED AT AND A MINIMUM CEMENT CONTENT OF 5.0 SACKS PER CUBIC YARD. 5' INTERVALS OR N ACCORDANCE WITH APPLICABLE REINFORCING OF SIDEWALK SHALL BE MN.•3 BARS 0 18" 5T=ANDS OF THE CITY. CENTERS EACH WAY. -III—I 2.0/. MAX. CROSS SLOPE I- I— 1=III=III=' 'I— — ." .-. . '� . .... .. .. �`. .: _ ... .. ' ... .III-1i1=III-1i'- TYPICAL SIDEWALK SECTION - WIDTH VARIES g THICK COMPACTED 6LT.q. SUBGRADE TO MN. 95X STANDARD PROCTOR 1:20 � MAX. SLOPE x O S2 x — fn x LIJ DOOR LEAF +4 PATH OF TRAVEL O T PRECAST CONC. WHEEL STOP, 6'-0"X10"X6" ° 12'' LONG X '/2'' a ° STL. RODS, 2 PER STOP a. 'e CONC. WHEEL STOP N.T.S. 21/4" 1:50 1:20 a PATH OF MAX SLOPE MAX SLOPE TRAVEL O LO T 1/4" 2114" 1:20 4 MAX. SLOPE PATH OF TRAVEL NOTE: GRADES SHOWN RELATIVE TO FINISHED FLOOR. TYPICAL GRADING AT PEDESTRIAN DOOR SCALE: N.T.S. 1:50 = .24" : 12" 1:20 = .60" : 12" 1:10 = 1.2" : 12" HANDICAP SIGN PROVIDE ONE VAN SPACE PER GROUPING 47CURB_ 1" DEEP FINAL SEALANT TO BE NEUTRAL COLORED ELASTOMERIC� SEALANT (SONNEBORN URETHANE SEALANT NP-2 OR APPROVED EQUAL) COMPACTED NATIVE MATERIAL F.F. VARIES - SEE PLAN CONTINUOUS SEALANT ALONG UILDING OVER 1"X4" �4" THICK PREMOLDED OR RED WOOD EXPANSION JOINT MATERIAL SEE ARCHITECTURAL PLANS FOR TYPICAL GRADE BEAM/ SLAB AND BRICK LEDGE DETAILS SUBGRADE UNDERNEATH FLATWORK NEXT TO BUILDING /\�• (THIS SECTION NOT TYPICAL) SHALL BE PREPARED PER GEQTECHNICAL REPORT AND SHALL CONSIST OF 1 FT OF EX I ST OVER MOISTURE LIMESTONEI T ISOILS OOT0 BENCOMPACTOP TEDHPERATERIAL \N GEOTECHNICAL REPORT AND AT MINIMUM TO 95% STANDARD PROCTOR. TYPICALT T SIDEWALK ADJACENT 0 BUILDING N.T.S. 6" SEE PLAN 6" 6" CONCRETE 112" RADIUS 6" TO 12" (VARIES) a a d ° 'n COMPACTED 93 BARS ON 18" C—C- SUBGRADE EACH WAY CONC. FLUME SECTION N.T.S. 1/2" BENT PLATE WITH 1/2" X 5" 2• HEADED STUD AT TOP OF CURB 1 /4" 12" OC 1 / 4 1 /4" BENT PLATE i :::: 1/2 WITH 1/2" X 5" b. HEADED STUD AT 12 OC BOLT DOWN PLATE WITH 2 - 3/8' X3' LONG STAINLESS STEEL BOLTS, COUNTERSINK BOLT HEADS (D CORNER DETAIL I N PLATE, NOT TO SCALE 2" THICK CORROSION RESISTANT STEEL DIAMOND PLATE EACH WAY I 6 I_ 3 o. o o v 12" 93 BARS ON 18" C-C 'o o 6" 4" THICK CONCRETE OVERFLOW SWALE (UNREINFORCED) CONC. SIDEWALK CROSSING SECTION N.T.S. PROVIDE TRUNCATED DOME CONCRETE PAVERS PER ADA SECTION 1108 DETECTABLE WARNING SURFACE T MAXIMUM 1:50 CROSS SLOPE �— MAXIMUM 1:12 SLOPE AXIMUAII 1:50 CROSS SLOPE STRIPE AS PER T.A.S. TYPICAL HANDICAP PARKING SPACE FRONT OF BUILDING -NOTE: RAMPS TO BE PAINTED CONTRASTING COLOR 6" DIA. STEEL PIPE BOLLARD FILLED WITH CONCRETE PAINTED YELLOW PROPOSED PAVEMENT BOLLARD DETAIL N.T,S. IU IU 8' OR 20' 8' OR 20' 4" SOLID WHITE STRIPE (TYP.) TYPICAL PARKING STRIPING DETAIL (n r� or 0 w CD (V Q OD Z Q CD UUn X:CD00 V x CDa H ZD Q 0 00 v CO Cn J CV Z J CD ' oCc M Cr J X LJj Z U LJ- J 0- x CO U) of ul CD CD � C0 w W Q Z w (V Z C, - LD > T� Z J 0 w co CO O J a LU w w z U Z = CD w = U d Z CD CD Qr Z DO w � J U � J 0 Cz`� \ O J = CL U 0 z C0 X cr U Qw � z~ wz U) z z JQ O w U Q LU z Q U) J_ Q Uj \z_ N.T.S. #3 BARS @ 18 C—C EW Azz •. •` r ry ' -' *+ VAR I ES ';EIT.FI.14, I�SI�F��I]I�° 10 P I L 0 T CHANNEL DETAIL SCALE 9 N e T e S e 8.12.16 NOTES 1) CONCRETE SHALL BE 3,000 PSI @ 28 DAYS 2) SEE PLANS FOR FLUME WIDTH 2 LJ 2 O z 01 W 0 O O m LL z 0 I 1V Z �n 00 L N, U I � W1 Z Cr UJ 0ZW UJ 3 U X U R m M- V) z LaJ W Z zj POST, TYPICAL 0 p UJ 10 p U PROVIDE CAP FOR SIGN 12"X18" SIGNLLJ RESERKO PAW p IN SARGENT-SOWELL,INC. SIGNS 09X345 AND VAN .cassia � • 09X622 (BOTH BLUE m AND WHITE ALUM. NON REFLECTIVE) W 2 %" DIA. GALVANIZED STEEL SIGN POST, O SA -SO 03-098 0 z_ N " DEEP CONCRETE FOOTINGS CONCRETE CO (y) z to 0 TYPICAL A.D.A. PARKING - ° SPACE SIGNAGE DETAIL Cn N.T.S. Q �az SHEE 188-097 PAVING DETAILS.dgn 12/15/2016 2:45:02 PM C2.38 --- i SIIL tiM" ASPH "X" SET IN CONC. / I ELEVATION=712.83' I D �F871 - - - - - - - - - - - - CONIC N P------ SSMHCL Ts --------------- - - - --------- - - ---------------- I SCALE 1" = 40' cn '""� �° PROP o , » •._..G'RVEL_.._.._.._.._ - - - - - --- ----------------- -------------------------------------------------------------- - - i o Zo ao 80 - -�---- -------------- - zCN of SIDEWALK ...................................... V � C PRO _ - � of � - °E._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ - - - - - - _.._ .._.._.._.._. ._.._. APPARENT .._.._.._.._.._.._.._.P_sPH_ i O Z o - co o -�E- 40 �•_„_.. .._.._.._. X 00 AP D 7'. '36" I'; I j I = 30.00' _ CONSTRUCT STD. 10' CURB INLET °� - TOP OF CURB= 717.20 - -oE CONSTRUCT STD. 10 CURB INLET TOP OF CURB= 715.00 _ - � - - - I ! °� - - -- �1 - -- - I 30 CMP lul R Q V) Z o c, ^ ' HB N 84°31'31" E I I ! I 127.56 L.F. 18" DIA. RCP STORM DRAIN PIPE 68.92 L.F. 18" DIA. RCP CONSTRUCT SLOPING �L W(IN)=710.70' J 0 _J HD CONSTRUCT STD. 10' CURB INLET I ': I = I TOP OF CURB= 719.10 18" FL.= 713.91 _ STORM DRAIN PIPE 18" FL.= 711.50 CONCRETE HEADWALL 18" FL.= 711.00 ♦ FIB E(OUT)=710.39 D W Q J Z = Q - 1 30.30 L.F. 18" DIA. RCP STORM DRAIN PIPE I I I I I ! SEE STORM DRAIN (n < oc 0- o j I 18" FL.= 715.86 FURNISH AND INSTALL FURNISH AND INSTALL 1 - 27"x8" TEE 1 - 27"x8"TEE �. i I I PLAN AND PROFILE Z I o- � Z o ml 33 L.F. 8" HDPE STORM DRAIN PIPE 31 L.F. 8" HDPE STORM DRAIN PIPE °I II Q CONNECT TO BUILDING STORM DRAIN CONNECT TO BUILDING STORM DRAIN O zo^ ' I FURNISH AND INSTALL' FURNISH AND INSTALL FURNISH AND INSTALL FURNISH AND INSTALL 20 L.F- 6" HDPE STORM 20 L.F- 6" HDPE STORM 20 L.F. 6" HDPE STORM FURNISH AND INSTALL 1- 8 x45 BEND - - i I I TYPICAL FRENCH DRAIN SECTION , U z J J m a w z o 58 L.F. 6" HDPE STORM 0 8 FL. = 712.83 j THE RECOMMENDED DRAIN SECTIONS CONSISTS OF A GEOTEXTILE FABRIC WRAPPED z _ PIPE - CONNECT DRAIN PIPE - CONNECT DRAIN PIPE - CONNECT DRAIN PIPE -CONNECT I PERFORATED PIPE SURROUNDED BY GRAVEL. WHICH IS ENCASED WITH A GEOTEXTILE 0- TO BUILDING STORM GRAIN TO TO CANOPY DRAINS _ TO CANOPY DRAINS TO CANOPY DRAINS l SEE STORM DRAIN ! FABRIC. AN IMPERVIOUS SOIL (LOW PERMIABILITY) SHOULD BE PLACED AT THE TOP o - I DEFLECT FRENCH DRAIN OUTFALL PLAN AND PROFILE I 1 I OF THE TRENCH AS SHOWN ON THE TYPICAL SECTIONS SHOWN THIS SHEET. THE Z ------7------------- ----- -_ -_ _ _ - - - - - TO PASS BELOW STORM DRAIN LINE I 1 I COLLECTION PIPES SHOULD CONSIST OF EIGHT (8) INCH DIAMETER FABRIC WRAPPED 00 - _- - --- -- ------ ---- -_ _-_ _ -_-_ -_ _ _ I (SOCK) PERFORATED PIPE. TO AVOID PIPING LOSSES INTO THE COLLECTION PIPES. _-_- - -- ------ -------_--------_-_-_-_-_-_-_-_- -_- -- --- I I THE GRAVEL DRAINAGE LAYER SHOULD CONSIST OF ROUNDED, RIVER RUN GRAVEL OR U I - - LIMESTONE WASHED ROCK MEETING THE REQUIREMENTS OF ASTM C-33 FOR COARSE AGGREGATE. CRUSHED MATERIAL IS NOT RECOMMENDED. THE GRAVEL SIZE SHOULD � `'� y0 y0 y0 y0 `'0 y0 y0 yg y0 y0 y0 I FURNISH AND INSTALL I i I RANGE FROM 1/2 INCH TO 3/4 INCH. IN ADDITION. THE GRAVEL SHOULD HAVE A 3 L.F. 6 HDPE STORM I PERMIABILITY OF 1X10-2 CM/SEC OR GREATER. THE GEOTEXTILE ENCASING THE PIPE DRAIN PIPE - CONNECT TO CANOPY DRAIN $" FL.= 711.00 ! I AND GRAVEL SHOULD BE A MINIMUM 6-OUNCE NON -WOVEN GEOTEXTILE FABRIC. THE $" FL.- 716.65 I I FURNISH AND INSTALL of I 1 GRAVEL EMBEDMENT LAYERS AROUND THE PIPES SHOULD BE SEPARATED FROM THE ass..z',4.5 120 L.F. 12 DIA, HDPE ___`�, FURNISH AND INSTALL i I a< - IMPERVIOUS PROTECTIVE COVER SOILS WITH A MINIMUM 6-OUNCE NON -WOVEN / 5.5 FURNISH AND INSTALL SD FURNISH AND INSTALL " " " e I STORM DRAIN PIPE I 334.00 L.F. 8 DIA. SOLID I 1 I GEOTEXTILE FABRIC BY FOLDING OVER THE TOP OF THE FABRIC (OVERLAPPED) / CONSTRUCT TYPE B 314.00 L.F. FRENCH DRAIN 1��- 8 x8 x8 WYE FL.= 715.63 FURNISH AND INSTALL PVC STORM DRAIN PIPE - I j SURROUNDING THE GRAVEL. THERE SHOULD ALSO BE APPROXIMATELY TWO (2) FEET CONCRETE HEADWALL $ LINED WITH FILTER FABRIC 1 - 12"x6"x6" TEE I @ 0.40% MIN. of IMPERVIOUS SOIL PLACED AT THE TOP OF THE DRAIN SYSTEM AS SHOWN ON THE „ I 26 L.F. 18 DIA. RCP DRA7N6p50E 18QRMFL. �� so AND 8 DIA. PERFORATED PVC STORM DRAIN PIPE 0.40% ,a " 13 L.F. 6 HDPE STORM I I 1DRAIN"L . PIPE 14. CONNECT TO CANOPY DRAIN I i I 1 I TYPICAL SECTION THIS SHEET. GROUND SURFACE TOP OF GRAVEL 12" J 1 - I 1 4-So FURNISH AND INSTALL ,s ( FURNISH AND INSTALL I 13 I ! I I 1 BELOW FINISHED GRADE 2' +/- z 0 O L.F. 6" HDPE STORM I Q -CONSTRUCT STD. 3' GRATE INLET 169.00 L.F. FRENCH DRAIN 8"S0 717 DRAIN PIPE - CONNECT TO CANOPY DRAIN I j = z TOP OF GRATE= 718.50 8 FL.= 717.00 LINED WITH FILTER FABRIC 5 I FURNISH AND INSTALL - �� 127 L.F. 18 DIA. RCP AND 8" DIA. PERFORATED PVC ( 3 L.F. 6" HDPE STORM I U) J STORM DRAIN PIPE STORM DRAIN PIPE 0.40% MIN. 4 DRAIN PIPE -CONNECT TO CANOPY ' DRAIN I i o � z 18" FL .= 716.05 } CONNECT TO BUILDING STORM DRAIN ! I " j / F ILTER °O ° ° FABRIC 0 - Q OC X z I \ 8" FL.= 717.00 ( e FURNISH AND INSTALL - I o° o o C�ooO Cl°°oop ° Q W - o 00 112 TO U Q 24 L . F . 6" HDPE STORM TO I „" \ 3 /4 GRVL . z Ir DRA IN PIPE - CONNECT ROOF DRAINS SEE PLAN STORM DRAIN j I PROF z S °°0 g °°O gQQO °`d w AND ILE I I a°o o J z J 1 I ELco \ W z �- w i I w ° O ° O ° O aQ o 0 0 °° w �� °O �O z W Q o� CONNECT TO a"so �,�.s r 8 FL. = 716. 72 FURNISH AND INSTALL CONSTRUCT STD. 10' CURB INLET 1 I N FABRIC WRAPPED ° ° „ O ROOF DRAIN 4 L.F. 6" HpPE STORM TOP CURB= 715.90 I ; o o ( SOCK) 8 DIA. U o o „ "so � 5 N u, 8 FL .= 716.64 DRAIN PIPE - CONNECT TO ROOF DRAIN 4 88.24 L.F. 18 DIA. RCP CONSTRUCT SLOPING 1 I I ��� O PERFORATED PIPE Q � „ 8 FL.= 717.25 � FURNISH AND INSTALL STORM DRAIN PIPE CONCRETE HEADWALL I 1 I \ 0 w z Cn 8" FL.- 717.25 16 L.F. 8 HDPE STORM 18" FL. 712.90 18" FL .= 712.25 o 1 0 o o �o, I- z FURNISH DRAIN PIPE - CONNECT TO ROOF DRAIN I I = 1 I I co Q AND INSTALL I FURNISH AND INSTALL 1 224 L . F. 12" DIA. HDPE 6"SD 717 5 208 L.F. 12" DIA. HDPE I ' STORM DRAIN PIPE 6'S° "' S I STORM DRAIN PIPE - I I ' I o ' FURNISH AND INSTALL - - - - - - - - - --- -- I TYPICAL FRENCH DRAIN SECTION FURNISH AND INSTALLS SEE DE T AIL A 197.00 L.F. FRENCH DRAIN LINED WITH FILTER FABRIC FURNISH AND INSTALL 583.00 L.F. FRENCH DRAIN LINED WITH FILTER FABRIC ' I $ FL.= 715.93 AND 8" DIA. PERFORATED PVC STORM DRAIN PIPE 0.40% MIN. 35 S.F. BONDED ROCK RIP -RAP FRENCH DRAIN DETAIL AND 8" DIA. PERFORATED PVC 8" FL.= 716.23 I FURNISH AND INSTALL FURNISH AND INSTALL I STORM DRAIN PIPE 0.40% 1 - 8"x8"x8" TEE 1 - 3' GRATE INLET ! I N • T S. • I I 8" FL. = 714.66 j GRATE ELEV.= 717.70 I j O 48 L.F. 12" DIA. HDPE STORM DRAIN PIPE I ( 8 FL.= 714.97 I 12" FL.= 715.94 . I 11 war* FURNISH AND INSTALL ------- ----------- ---- � � 1 - 18 x15 x12 WYE I I FURNISH AND INSTALL FURNISH AND INSTALL 1 - 12"x90° BEND „ FUTURE 12 FL.= 716.88 , � 12" FL.- 716.45 I o 15" FL.= 716.30 FURNISH AND INSTALL I ART) 18 FL.= 716.30 „ FURNISH AND INSTALL 1 18 x12 x18 WYE CONSTRUCT SLOPING 30 S.F. BONDED ROCK RIP -RAP I ! I to In ...�, _. �� '�.•_�' w Its .. f PLAYGROUND 138.23 L.F. 18 RCP STORM T F DRAIN PIPE @ 0.40% - FURNISH AND 12" FL.= 715.75 371.45 L.F. 18 FL.= 715.75 INSTALL 8" DIA. SOLID CONCRETE HEADWALL �� I I ' ' ' - - E]xN 14. IaI%RILI:M • . *�+ I PVC STORM DRAIN PIPE 8 Fl . = 713. 00 I 1 I� I` �•" �•" •' ", tF} ',10 3 .; "•oe FURNISH AND INSTALL @ 0.40% MIN. I FURNISH AND INSTALL I I T,� ;':. #�,,, ,. I RCP STORM I ( FURNISH AND INSTALL DRAIN PIPE 0.40% I L_ - - - - � - 125 S.F. RIP -RAP BONDED RACK I i I V) V) fLar L,sr�E � � 1 - 18"x45° BEND I � � _ i I I FURNISH AND INSTALL x ' I i 18" FL.= 716.21 � / _ / _ I � GO 27 L.F. 8 HpPE STORM PIPE - CONNECT TQ/27 8-12-16 'i- i //-� ���� ���_ i I FURNISH AND INSTALL�=�==_AIN --1 ���_ ���_ III I IOII I L . F. 8" HDPE STORMfill,� ROOF DRAIN ' F_ -- ----- / / DRAIN PIPE - CONNECT TO i�� _==-JII ROOF DRAIN III - FURNISH AND INSTALL L . SMALL AREA DRAIN _ 1 1 - /---III _ ' OF G ATE I'I TOP R = 719.66 i�l 0 � 0 x w CO x o� - - - - - - - - - - - - - - - / I i 15" FL.= 716.74 o .uj Woo - - - - -/ pp - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - / - - - - - -' SEE STORM DRAIN I i I ' FURNISH AND INSTALL Iji FURNISH AND INSTALL I II ' o � W 1 - - SEE STORM DRA I N PLAN AND PROFILE PLAN AND PROFILE - i I ' 20 L.F. $" HDPE STORM 20 L.F. 8 HDPE STORM II I I'I DRAIN PIPE - CONNECT TO I, III DRAIN PIPE - CONNECT TO W U _ Z 3 o Y u w cr a Z m x U T II I ' ROOF DRAIN ili ilI ROOF DRAIN 0 o 0 o U W Z I FURNISH AND INSTALL II j I'I ' i I ' SMALL AREA DRAIN Ili ' FURNISH AND INSTALL ' w GUTTER DOWNSPOUT I I SEE STORM PLAN AND DRAIN PROFILE ! I LI� TOP OF GRATE= 719.58 ilI I 71.5 L.F. 15" DIA. HDPE 15" FL. 716.66 Ii I STORM DRAIN PIPE a BUILDING ! I I ijI it WALL I FURNISH AND INSTALL ' SMALL AREA DRAIN r m TOP OF GRATE= 719.50 �I I ili 15" FL. = 716.59 I AIR GAP 1 I III IlI FURNISH INSTALL ' FOUNDATION li I lil AND ' NOTE' SMALL AREA DRAIN =======-=J STORM DRAIN EMBEDMENT SHALL BE NCTGOC j I TOP OF GRATE= 719.42 v CLASS "H" FOR SANITARY AND STORM SEWERS. 15" FL. = 716.52 ' v CONTRACTOR TO PROVIDE ADAPTERS AS II REQUR I ED TO TIE DRAINAGE TO PLUMBING �' 11-==--------- /\\/ COMING FROM BUILDING (REF MEP) ' FURNISH AND INSTALL -------- "x "x " \\/\\/\\/\\/\\/\\/\\ 1 - 18 15 12 WYE 12 " F L = 716.4 5 z . 15" F L . = 716.3 0 ALL STORM DRAIN WITHIN SCHOOL PROPERTY TO BE (PRIVATE) . 1$" FL.= 716.30 ' HDPE OR PVC PIPE ALL STORM DRAIN WITHIN R.O.W. (LEONARD DRIVE) TO BE PUBLIC Q ROOF DOWNSPOUT BOOT AND SHALL BE RCP. T D E A I L A DRAIN LINE CONNECTION DETAIL N.T.S. SHEE 2.40 N.T.S. ew.������������������������������� \188-U9/ 51 UKM NLAN.dgn 1U/31/1Ulb 9:34:U3 AM STA. 0+07.00 BEGIN SCALE 1'' = 40' N U _ Q DETENTION POND OUTFALL o zo ao so 0a ELI N 0 CONSTRUCT TYPE B co LLJ FURNISH AND INSTALL CONCRETE HEADWALL �z p Z o Q 00 00 U 70 S.F. BONDED ROCK FL. = 709. 73 X , Q RIP -RAP � � STA. 0+21 .63 'ON �300 a m z N CN o J `,' F u 0 o Og�OLL000tZL0t IOZ NOTES: � _ _ - _____ I w ----------J FURNISH AND INSTALL 0 o -- i j z 2 --21 "x45° BENDS FL . 709. 78 S�Il��dO�d N'd��VH 1) ONE LANE OF TRAFFIC MUST REMAIN Q Q Of Z _ Q STA. 0+07. 00 BEGIN ! � 669 l.C.C.d.d -0d `Z8L -�0A STA. 0+37. 96 END ��� ��� O9� OPEN DURING CONSTRUCTION. Ul m 0- o STORM DRAIN LINE E ! J EXISTING 30"DIA• 1N� STA. 0+40.00 END 1Cbd STORM DRAIN LINE B 2) ALL PIPING WITHIN R.O.W. SHALL BE d Z ' � Z CD N CONSTRUCT TYPE B - - C.M.P. TO BE REMOVED - DRAIN LINE A CONSTRUCT STD 10' CURB INLET RCP. ALL PIPING ON PRIVATE PROPERTY w - CONCRETE HEADWALL ! - - - - - -STORM CONSTRUCT STD 10 CURB INLET - - - - - - - - - ------FL.= TOP OF CURB= 714.38 718.28 -------------- SHALL BE PRIVATE. 0 Q Z w m w FL.= 709.76 TOP OF CURB= 715.25 0 Q W o I ��" I __ _ FL . = 71 2 . 40 C --- w U cn Z n I m M o a I i X (A PPf�Ef 4 C! Lp o M. Zcn- N x 0 30 30 _ . _ w00 - 30 30 30 30 - 30 30 30 ~ J ___STA. 0+88.36 END ! nn -------- ---------------I-�-t-- 30 30 >3 - Q U STORM DRAIN LINE E - - ~ '_"" -••_•_.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._.._ x - - - - - COD CONSTRUCT SLOPING ._.._ FURNISH AND INSTALL _ _ _ _ " " " " " " �•-••_'•_"_"_""""-"-"-••-•• _ CONCRETE HEADWALL � �� - - - - - - - - - - - - - -------- o � 40 S.F. BONDED ROCK � .._.._.._.._.._.._.._.._.�-• _�. _.._.._.._. ............... ._.. FL. = 71 0. 05 I - RIP -RAP - - - - - - - - - - - - - - - - - - FURNISH AND INSTALL ! ! ,� STA. 0+00. 00 BEGIN STA. 0+00.00 BEGIN I -�<- ----- 35 S.F. BONDED ROCK ! ! I STORM DRAIN LINE A = _ _ _ _ _ STORM DRAIN LINE B I I O J RIP -RAP ' ' CONSTRUCT SLOPING - -___- - CONSTRUCT SLOPING I CONCRETE HEADWALL CONCRETE HEADWALL I J O STA. 1+20.75 FL.= 712.00 II FL.= 714.00 Q O CONSTRUCT DETENTION POND STA. 1+37.51 END FURNISH AND INSTALL �--- J = 06 OUTFACE STRUCTURE DETENTION POND OUTFALL i 35 S.F. BONDED ROCK I I WCU Qm W J ( SEE DETENTION POND PLAN) CONSTRUCT SLOPING I I RIP -RAP = --X --I- -I ----- - _ _ � - LL. FL. (IN)=-710.20 FL. (OUT) 710.15 CONCRETE HEADWALL I I 1 1 / / I' �� T�I� I I II I �� _T77 I O � Q OC X co LL,O FL .= 71 0. 25 i I I ,I - x-�-I-xl I I I I I � Z OC w� i I 1 1 I� I I I U Q W �~ - W J ; ��? I � 1 1 I x I I II I I LZu< zQ �� Q ; I ! 1 1 I I I I III II �Z QQ u I I I 1 Ij I I I� I I I I I Lu c� U ! 1 I I ��II-I-LL_LJJII _I_I �- -LI1-1 ZO w a 0 O� I + I I I ---- T- -------x------ Z o I , I �-� __ ----------- _ ____. U Q Q W Z �a_ ------ ------- Z CIS Q O0� z 00 i i I ! j I / l i I I Lx__ U x Q-- n� STORM DRAIN LINE E D E.E. TENTIO POND UTFALL STORM DRAIN INE A STORM DRAIN INE B -------------------- ............................ (PUB.LI ..... L.LN.E)............................. ---------------------- ---------------------- ............. (PU. 3LI-C ----LI.N ) ................... ------------.. -------------- ---...........(PUBLIC.... LINE).................. .............--------------------------------- ---.............(PUBLIC ....LI -E) ......................................... .............................................. .. .............................................. ............ .............................................. ............. __ ---------- ............................. _...................................... .............................................. .............................................. ......................... .......... ................................................. It.................................................................................................................. " " " 2 24 RCP 1 - 4 RCP 15 RCP 18 RCP 1 0 00 46. 6 F C S 1 0 00 28 C FS / 1 0 00 7.4 F C S 1 0 00 7. F 8 C S I �__ Q 1 R P SF = 0.0106 FT/FT SF = 0.0153 FT/FTSF = 0.0050 FT/FT r_ S F _ 7 FT 005 / T Q ,. CJ•J J`f .� 0100 = 3.7 C F S ---------------------- -------------------- V 7. 4 FPS ......0�.85.........................VH.._...1.:.2.3.,.................------------- V = 8. 9 FPS V = -------. 4. 2 FPS ---------------------- ---------------------------------------------- --------------------------............�.�....................VH M. u �o V 4. 5 FPS --------------- _ I , _I 720 F = 0. 001 FT/FT FPS o VH rn rn = �.H..._..0...2.7.,...---- - Ln - � CD L7 = 0.3.�....... 720 8 2 6 V= 2. 1 VH = 0 08' rn 100 YR HGL � � ...................... ......................... -C F S N � 100 Y HGL ........ .................... '` '` .................................. .......................................... ........ ..................... ............................................................................ ............ .......... ....................... .............................................. ........................... ........ .... ........................... .................................. ------00..YR..WS..7.1.5 .... . - o I o N Y m Y Wcl: ct W W O ko to U N --- -'-- - .. 1 0 YR HGL '� 7. PROPOSE 0 OSE M O U W Q W ............................................... - - `-r ____ - ------- ----------------- ---------........--- ------------------. ........................... _ _ ...... 1 2 " WATER ... _ _ ............. LINE _ _ _ _ ..... ................................................. Z Z Lu a ? m T - - ____ i m O W Q N W Q Q U W 2 X U W 2� W Z 710 �J FURNISH AND INSTALL 710 U uj FURNISH AND INSTALL 37.96 L.F. 18" IA. ................................................................................................................ P P 0 OSED . ..........................................................R PRO ....................---................... OSED ...------------. ---...................................... 40 0 ................................................................................................................................................................................................------.............. . . L.F. 18 DIA. RCP C STORM DRAIN S O D I o .......................................................................................... ,,..................... E LI ............................................ E .. INSTAL L.............. . .....R.0 ... S.TO.R.M... DR..I.N .................. .............................................. .................P.I..�...@...�..0.0.%............................................... ...................................... ............................................L..I. N.E...... ...................1.1....7. . F . 4 A . L 2 D I ........................... P..'PE... C... 1...00 0 ................................................................. .............................................. ..................................................................... ........................... ao N oRC STORM DRAIN !........PROPOSED } m URNISH AN INSTALL ) .................... ........... ................ FURNISH AND INSTAL `�� PIPE @ 0.430 ............ 8.36 L.F. 18" DIA. 120.75 L. 2-24" D A. � � P-4.0 C .............................. I V RCP STORM DRA N CL I V RC STORM .D.RA.I r_ N.......�.� r` r` ..... .............................................. ....................�............................ W............... .............................................. ........................ ...................... .... �..........----------------------------- ---------------------- ----------------------------... PIPE @ . 917o PIPE 0. 37% _.._._ ----------------- z ---------------------------------------------- ----------- ------------ c� .................... z ................................................. ------------------ ------............ .... ..... .............. .. ................... .................... ..................... ----- .................. ... z a .......... ............................ ....------........ = ..................... ...,...,.............. .............................................. .............................................. .. ....................................... ...................... .............................. 700 .......... . .............. .. z.... .......... ........................... 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SHEE n ] n U U rn w n Cn Ll- rn n U Y � CV rn n n U - Ln n U U N /) UU N C2.43 0+00 1+00 2+00 0+00 1+00 \188-097 SDD-F PP1-don 10/31/2016 9-32-34 BLOCK A SCALE 1'50'ANNA CROSSING, I �j ; PHASE 3 /� 0 25 50 100 D C 0 (� 0 w < Z ,. N 2 0. 016_4 8 O �J N O N i coNc i D, R, D. C. T. z Z 0 °o o REMAINDER OF TRACT 1-129.92 ACRES �� �C� �00� /"' �" 0 �,� ,. �. REMAINDER OF TRACT 1-129.92 ACRES ANNA TOWN CENTER NO. 4/SHRP, LTD i r_ I --_ i - x T 00 N ANNA TOWN CENTEE nO"ikT4yc�FJRFST�- E) �' G� GG ,, DOC. NO. 2004-38965 D.R.C.C.T. _� ! _ _ _ -`- - - --___ _ CD J u _ JIV E -' DOC.s�1eh(�. 2004 ��J�`' D.R.C.C.T. ,.- RIM ELEV=719.96' �--�" O"\ �� rL �P Off. ��Q P� � , ' Q i L J � I j I TRANSFORMER----------------- ELECTRIC VAULT I Fo I o -- V a a Z FL N IN=711.96' 8"PVC I COMMUNICATION JUNCTION BOX a co FL W(IN)=711.93'(8"PVC) FM) cp, - - w O - I a, I REMAINDER OFOf (� --- -- -- __ __ -_ -- -- - - _FL E(OUT)=711.8.9'(8"P-vc__E\n - _ -_ , ',�- souTH LINE of ! TRACT 1-129.92 ACRES z I V Z CD coNc 129.92 ACRES TRACT Q w STREET Q9_0 CONNECT TO EXISTING ! SITE Mpg 1 ! ANNA TOWN CENTER O Z � d J °° _____R_O.W. DEDICATION RE 60' R.O. W.) DOC. N0. 2014111400T2487tCT---- ------ - - ------=_-__-_ 8" DIA . WATER L[ N E I x SET ELEVATIO=712. CONC 'co C I I N0. 4 SHRP, LTD I Z W m W a w o CONC ____ P - - - - - - - DOC. NO. 2004-38965 z D.R.C.C.T. Ln / - - - SSMH 1 � - - - - - - - - - - - - - - - - -------------------- ---------------- -- -g,;'S� • pR p p P jn� •• FURNISH AND NSTA __------------------ z o CD - - - - - - - - - - - - - _ — 10 U.E. � oe PRO F URN I SH AND INSTALL -- 1 8 "x4' MJ TEE 1 - 4 " T T H •-•.-..-..-..-..-..-..-..- GATE VALVE W I BOX OA ..-..-..-..-..-..-..-..-..-..-..- - - - - - - - ••APPARENT••40' •• .. • '-"--"-"-"-.•-••-•A�SPH• - .. .._..-..- 18 P ,o6,,6FL RCP I - 1 4 NW( N)-7 0. 8' > Z N '�' °o PASSING AT 1815.29'r DOC. N0. 2015-262 I 171 .00 L.F. 8" DIA. _ -oE 96.00 L.F. 4" DIA. WATER ^---��-- ------ FL _ SE OUT -7096 - - - - - - - - - - - - as P.R.C.C.T. A 1/2" IRF W/ CAP! D 7° C-900, DR 1 8 PVC SERVICE WITH 4 " METER — — —0� — — —0� — — —0E-_ —— — — OF OF "CORWIN" (C.M.) I HB 30. WATER P I PE I'; I AND V A U L T — — � H= 7- 4 FURNISH AND INSTALL IIENT 20'SERWC _ 2, PG. 599 - LOT 9 i I 1 - 8 "x6" MJ TEE 1 - 8" GATE VALVE WI TH BOX 1 P.R.C.C.T. I FURNISH AND INSTALL ER PLAN i � 30" CMP I FL W(IN)=710.70' - 1 - 6 GATE VALVE WITH BOX �� 1 - 8'� x6" MJ TEE 1 - 6 GATE VALVE WITH BOX � I I FL E(OUT)=710.39' - - - - - - - ----- FURNISH AND INSTALL 1 84.00 L.F. 6 DIA. FIRE I SERVICE WITH DETECTOR 1 - FIRE HYDRANT 1 - 8" x8" MJ TEE CHECK AND VAULT I 1 I I !!! CRITICAL !!! 1 - 8" GATE VALVE WITH BOX e I LOCATIONS OF EXISTING UTILITIES ARE APPROXIMATE LOT 10 - �: ( I I I AND ARE BASED ON PUBLIC RECORDS. THE CONTRACTOR z FURNISH AND INSTALL FURNISH AND INSTALL 2 - 8" x45° MJ BENDS 1 I g I IS COMPLETELY RESPONSIBLE FOR LOCATING ALL EXISTING Q 1 - 8" x6" MJ REDUCING 900 BEND o — — — — — — 0 WITH BLOCKING 1 I I UTILITIES. BOTH HORIZONTALLY AND VERTICALLY. BEFORE J --- --_---__ 1 - 6" GATE VALVE WITH BOX 1 - F I RE HYDRANT --- - — ---- -- = —= — _----- _ _— _— \ 1 I I THE COMMENCEMENT OF ANY CONSTRUCTION. O _-- --- - ----------- i I z F-- xl ------------------ - --- - --- 1 i I ° y I UTILITY RELOCATION NOTE: � w L�J cn m O I FURNISH [ SH AND INSTALL SEWER SERVICES rye rye y0 ryo yo •yo h0 -ye •ye ,ys ry° -' "` i g , a 1 I ; I I I IF ANY EXISTING UTILITY POLES, POWER POLES. 0 (=l v Q Q ___I I '4e �• 0^•� �- � s 1 I � I ; I GUY WIRES, TELEPHONE UTILITIES. ETC. ARE FOUND z uj : TO BE IN CONFLICT WITH THESE CONSTRUCTION PLANS. THE CONTRACTOR SHALL CONTACT THE APPROPRIATE O Q N � C0 N LLr1 I 5.5 1 - UTILITY COMPANY AND COORDINATE THE RELOCATION OF — X �- �' ANY AND/OR ALL SUCH UTILITIES (NO SPECIAL PAY). Q L LIJ o cn Lo o U I 1 B °� I 0 I z � cn o _ � � � I m _ - ° , a I I B � I I I I pC w Q — z I� N 1 I ; I ALL EXCAVATION, TRENCHING AND SHORING OPERATIONS SHALL COMPLY CC z - - J I u p FURNISH AND INSTALL „ 1 B ,� 1 1 z w �, WITH THE REQUIREMENTS OF THE U.S. DEPARTMENT OF LABOR. OSHA. "CONST. SAFETY AND HEALTH REGULATIONS". VOL. 29. SUB PART P. G w z O 1 - $ x2 MJ TEE B - 1 I LIJ� PG. 128-137. AND ANY AMENDMENTS THERETO. z J Q I z z 1- 2" GATE VALVE WITH 1- 2" IRRIGATION METER BOX p I x I ccnnc.�� way NOTE: O w 0 z U ~ I - I �;U WATER LINE EMBEDMENT SHALL BE NCTGOC "B" (� I m & , 1 I Q0a CLASS FOR WATER LINES. Q z FURNISH AND INSTALL �� xI 12"DIA. PVC 8 FURNISH AND INSTALL I 1 I ' I I p Ja o 1 I I o> Lj ~ z z Q SDR-35 SEW 1 580- 00 L. F. 8" D I A. C-900. DR 18 PVC I 1 N 1 I N CONSTRUCT 12" DIA. WATER LINE (n Q Ir WATER PIPE c� I— —' SEE 12" WATER LINE PLAN AND PROFILE W I FURNISH AND INSTALL �— I ° -5O 71� 5 a —1 1 1- 8" x6" MJ TEE 1 i I I Q FIREGATE WITH BOX 1 - HYDRANTVALVE I ! t o I LOT 14 _ 50 717.5 I . `� �► I I I I I � I -__----_--_-__------------------------- - -- -- PASSING AT 1390.69' A 1 /2" IRF W/ CAP "CORWIN" 1 I I, (C.M.) I► o• F U R N I SH AND INSTALL i i O ' FURNISH AND INSTALL 1 - 8" X 8" MJ TEE 1 1 I I � I , -----------------' '.L1rll 1¢_ H�%RIL,T,O!h� � 2 - 8" GATE VALVES WITH BOXES 1 - 8" X6" MJ TEE i ' I FUTURE PLAYGROUND ARTI'ICIAL FURNISH AND INSTALL 1 J BEND 8" X 4 5OCK 1 I 1 - 6 GATE VALVE WITH BOX I 1 1 - FIRE HYDRANT I I I+}� -. .00 ' TURF T H 1 N G I 1 I I �.00 FURNISH AND INSTALL i FURNISH AND INSTALL FURNISH I 1 - 8" AND INSTALL x6" MJ TEE i I I' +fEilti{4 ' I 1 - 8" X6" MJ TEE 1 - 8" MJ TEE 0 1 - 6" GATE VALVE WITH BOX X6" i I I 8-12-16 1 - 6" GATE VALVE WITH BOX ' 1 - 6" GATE VALVE WITH BOX --_ 1 - FIRE HYDRANT x 1 - FIRE HYDRANT i 1 - FIRE HYDRANT l -I- +---++--+ / _ I ' I I i / _ _ Q FURNISH AND INSTALL ��� I ! �`w F U R N I SH AND INSTALL Lo o o = m = oct woo " I I — — — — — — — — — — — -------- —------/ / / 1 - 8" x11.25° MJ BEND WITH BLOCKING _ _ = a 1 w 1 - 12" X8" MJ TEE 8" GATE VALVE WITH BOX a'° = � \ Y Y `UN O I ---------------- ------------ / z_ 1 - 12" GATE VALVE WITH BOX = ow �Z� wow two _ ---- — FURN 1 SH AND 1 NSTALL : (REF AND 1 2" WATER L [ NE PLAN PROF I LE) o 1 1 0000 372.00 L.F. 8" DIA. I o �o I w m w - c° cn 3 ¢ Lu kUui ui w z -------�--, ~------- I I1 I ® C-900. DR 18 PVC 1 I �'II� FURNISH AND 1 NSTALL FURNISH AND INSTALL o w 0 X ~wZ w ~ U I I 1 1 - �II® 8" X450 MJ BEND WATER PIPE 1 -8" x1 1 . 25° MJ BEND I Cm) O NI I Q m � FURNISH ��20 ��z 2 --- -- AND INSTALL 1 I WITH - 8" GATE VALVES WI2TDH BOXES �` I 1 p 1 1 1�®® BLOCKING WITH WATEREL I NE DIA BLOCKING ; I 1 I i O w o QO Lf� 1 I 1 FURNISH AND INSTALL -- ---- _Do _ _ - - _ O O - I 1�— 1 - 8" x906 MJ BEND — —� ---------- I i I o O r Lr� z� I ---- --I-- --I-- ----------- — —�I I �,'" �, ----------------------- -1---------., -- o = I � I cn w m o 11 I 1� ♦- _--- --I-- --I-- -�--I 11 �---_�\\ o� I o c�I I - - I- - - I- - �,� - - I- - I �i 1.0 3 I q cn O v oN I I I - ♦ --I-- II�� --I-- ---- _ f�EMA, DER OF ::QRE 3�.6TSZ, �,, I 1 / \\ 11 I i U I a U o I I 1 z -- -=1--♦♦ --1-- ll --I-- --I-- f�N IN PENDENT SCHOOL b%T�/� I-J I II I o I ��oc� Z O I 1 I Q O Z I 1 I ♦ I'° �2r °�-♦—fz6—� ---- -- FURNISH AND INSTALL 2006-2879 D.R.C.C.T. /� 1 I 20 U. E. 1 2 120 0 0 L. F. 8" D I A. C- 9 0 0, /� I 11 I-- — VO 782, PG. -�� I I — —1 I 11 ! T I ; I I I Lr� I O z O Q N O < 1— — I_ �j O I 1�-- --�— _� _— — i 1 ♦ I� — DR-1 8 PVC WATER P I PE P.R.C.C.T. 1 8 PLUG WITH BLOCK 1 NG —w� _ ___ '� - /� 1 I 1 1 1 -- ' I I I F_-I x- —+x— 1 I 11 I I j I QD I � - Q N - -�- r- =-_ -1----1--_�_♦ II--- /----------------/�- --1-- --I-- - d T—rz_- -- =1 I =, zo --1=—------- FURNISH AND INSTALL --- L -- — /------------ /'� T I 1 1 �- 7`/ -I-----1--4 I---I1--- W o I 1 - 8" x8" MJ TEE STUB -OUT 20' PAST VALVE --I-- — 1 / r _ / 1 �-- -- x J1IIOV) ° O Z o � ----F - - - - - - t-- UTURE 8"WATER—� 811 2 VALVES ♦♦ --1-- WITH BOXES 1 I- � I I - 11GATE 1 8 MJ CAP WITH FUTURE 8DIA. BLOCKING ♦\ 1 / I 1 I 1 CON I I 'LLI Q W-- ---- WATERL 1 NE�I I — ---- - N - I� i I I : 11- --� 1 -I1 1 SLAY! I I z� o ^ _I r_I C'9NNECT TO E2XISTING _1 -® _1 ♦-1 1 ♦♦�. ' ` � 1 X1 III—x ///% — -II 11 I I o I I I �L LLJ cn Z� SHEE C� I zo� 20 -! 7 �. — I i Cv I 8" DIA. WATER LINE — -- — — -- , _ I = I I w I o C2.50 h-- --I-- --►-- ---I-I�♦ I : IF GAVL I ova --1-- -►-- \188-097 UTIL PLAN.dgn 1/31/2017 9:31:30 AM U U) j VI) i0 1 cli I N z v i Q I I 11 = N � I I► � O W i I `9p- II 1 F U R N I SH AND INSTALL °off I DOUBLE CLEAN —OUTS 6- I I---- FURNISH AND I NISTALL \� 88.00 L.F. 8T'1DIA. SDR-35 PVC S�WER \ ! ! I SERVICE @ 0. 33% %\ i i \ U i i J W FURNISH AND INSTALL z ; = Q �I DOUBLE CLEAN -OUTS STA. 0+00. 00 BEGIN 1 2" DIA. ° SANITARY SEWER LINE CONNECT TO EXISTING SS MANHOLE BY CORING FL. (IN )= 712.00 FL.(OUT)= 711.99(VERIFY) REPAIR EPDXY COATING AFTER CONNECTION IS MADE Q U N U u� i O� � � 'i i i• � NOz� ss+oa l Ln Li ; I p II m= II O U, a U U > 1 U U z � 00 > > o-�00! 0000�1 i z .O I U i + I of ---- ---- Q � (_0 rq 00! FURNISH AND INSTALL z o� M 0-)-� 00 io 190.63 L•F. 12 DIA. w CD SDR-35 PVC SEWER LL_ U N 11 i° PIPE @ 0. 25% os11 1 b I I I I I FUTURE FINISHED oar FLOOR ELEV. = 720.00 oS S 9iSr I ♦ -• � � \ as o Lr err BOir ONI I I ♦ os 81u Li 1 I I I �i3&'10E�Q0EQ�® / ,♦ \ \ ' 'O , \ \ \ \ \ \ \ \ \ \ \ \ \ _—_♦w — U I \ F I , S s ,M �r xs° s3 ° A 3` a ii v "01i v'•b i v I — — — — — — — — — e SOrr tow 69w I - I / . r1°r I — — — — — — — — — — — �--- � --------�---L- / k — _ _ . _ Ell I T 1 1 +F31. 5 � FUTURE I � �� I I I I I I I6 I6 I I I �/ I I 1121" b IIA.I SIANIIT�0 SEWEN L1I E o _ter. •s aa• 4 os FURNISH AND INSTALL o-,10.00 L.F. 6" DIA. I I I I I I I I I I III I I III I I I I / � II IIoI II III I I/� I I I I I I I I I II II t�fi -1 I I f-11 II�1-11-t4-1 1 I-17�1-� LID 0, �I II II II 0-)I II III I I°�I I II u I I I I I I I I I II II �IIII Si� if]QR-35 PVC SEWER I I I I I I I I I I LJ II I ° 51RV I CE @ 1 . 00% ( REF MEP) o Q -------------__ _ ooIo� I I I/ I I I I Ij I I I I I I I I I II ch o l I I I I I I I I II �.I II III I I I I II II II " I I I 11 II o> -If- t I-t1- t-1- t FURNISH AND INSTALL �� I I I I I I II I II I yf I I I I II , T DOUBLE CLEAN —OUTS i i I I I I I I I I I I %I I I I I I I Li IAA I II II II 10 I I I I I I I I I II �o / N FUTURE � II 1-1-fifi-t-I-I-I-1- d"%- r r r - SANITARY SEWER L INE I I -I J II II �o I I IIII FURNISH AND INSTALL D I I �J� 244.00 L.F. 8" DIACD SDR-35 PVC SEWER IL_ Q SERVICE @ 0. 33% I I0,7I I I I I I I I >' I I III I II STA. 6+30. 14 END12" D I A o l I I I I I I mkt/I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 I II STA. 1+90.63 12// DIA. SANITARY SEWER LINE 1-i-i- SANITARY SEWER LINE FURNISH AND INSTALLI I 1 , 1 I/ I I II u I III I I I I I II II I l l l l l l l l u II II CONSTRUCT STD 5' DIA SS MANHOLE 1 STD. CLEAN OUT RIM ELEV. = 719.35 FL.= 713.68 FL.= )IN)= 712.58 r- FL . (OUT) = 712 . 48 + L I �I I III I I I I I ( I I I I I I PROVIDE ADAPTERS AS REQUIRED FOR CONNECTION TO PLUMB ING ( REF MEP l 3+oa I ---- o ----- �— Tt 4+90 S+00 H . +00— -- -- - SAN - - - - - - - FUTURE ST . 5-7-DII •FS-S ANHOLE SCALE 1" = 40' ------------RI-m--€i-tv-.-I-= 7-2-z-.t2 1------ — — — — F L . _ ) I I N )1= 71 3. 913 1 a 20 40 80 --------------------------------- ----- FL. (OUT)= 713.81I13 1 RF)Q -nH `7R/ !--lnA I U i 7 / n �� /1 i -7 -7 ........................................................................................................................................................................................................................................................................................................... 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F4iti'fil'�1G Dxcr};L L_ _ 1 IM Curjaa�1 AT ,r 7{ 7{ k Y. 7• }t av _._.._._._. k C rj x' 3r w _ JIPCfS?: INZIIIIII sm ;};�1.4G Aj@ F flR DE17idi1 Y T-- 1TFIA &DA2. .N. 7YP1 r16 �, A7rJ13 Typ7r u. v srr xw& 1W11:141G �Aln xm�,e Ca OV!V1 0 7ro1 saan.Y a a 1n f '6' 61F'r171 _ l Tmom V [ RFfffir C IDLUf _ ¢ k C65Au'K7W UTILITY EIWLYRA IIT roaaatioa 1 lr I'J, � {UIITFRM �J D EdADd{ IM µ ST wrT.W cco O VI al D?.Vh A ul HIM YM BT "all ov aaa 1} m � � IL SANITARY AND STORM SEVER EMBEDMENT BF U FJY STAH1 Q rLaEET P. {44i5Y h.U� _RE1�1kL fil 1 RAVEIrIJ-0 im N.1.5. dGk'.Yr �•rtl � 1�1t Cff)e or r NA, 1 I%kKI r'. `� ��f; f� `.� �1�L�� �. . L7uID ,`�4L�6 1fa-- �r 1' '! P I'I rl� lAk 1 t;l' Ill" CfITY OF` AN�IA, TEXAS 'IF& " IlMr� y l * I�fr.}1l � - _ ICY J 11P8 J CLa1. AI IL I ri x JII" rQAid}JII OL{C `xxfK � CITY �f•� A1�Nl� "I�A� N 1 } r1i Coln 3Fnul Url wL2Wr CITY OF ,��`,�NA TEXAS ILrY45d }n Voia 41x4: * I I10 � SANITARY r r.R j Dec, ?�i I r IIhF3 �7 uobi 1111{ 1{x: k ervi� --- - f Concrete #e Al ri P11 r kutr£�1 cal 1.1� hri I3- o L -_-' -' r}A{11 5 D1� rFo-. fti�p h q It' f, Vs44 {d} xk Jkt WRIT Elie lf..r Z Lo I Ytlrl III-1% 111!;AkM'�I pm91111!.-1]OtttFtt� IIIIIIII�I 11'Y)WI'J{U 1'P.t',1 II.%; %rJ } PoI �0T rJ EI D -04 r� rip 5� D-(%;I2 I2 VIIAT-1 r} - � PAM HI [1 r.•ir 4Csy;}T11I{rMr* C1111e111 imml)vl oz�iaftnrJ WA Ti4l _. _ w co NOTE: I Ytlr I III - 1% I x• !.II.If !:1 kllMll IY:; - IxIllw$ IIIIIIIFpI II'lJYYMYI.%; I IWA I lw F CiT III E# [}ESbr�'0 STJUb��Cf [16 cWm1111MLaX�fl0�ff2i�Df3 P�1C tJh EMBEDMENT FOR PUBLIC UTILITY LINES SHALL BE NCTCOG CLASS "H". o z SHEE C2.72 \DETAILS\188-072 DETAILS.dgn 10/31/2016 9:44:16 AM NOTE: STORM DRAIN PIPE TO BE REINFORCED CONCRETE RUBBER GASKET OR TONGUE AND GROOVE PIPE U51NG OMNI-FLEX GASKETS A5 MANUFACTURED BY DELTA- SOUTHWE5T, INC., IT. WORTH, TEXAS, OR APPROVED EQUAL. GENERAL NOTES: ALL CONCRETE SHALL BE CLASS "A" (5 BAGS Of CEMENT PER C.Y. AND A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS OF 3000 PSI). ALL EXPOSED CORNERS SHALL BE CHAMFERED 3/4". IN GENERAL, REINFORCING STEEL SHALL BE NO. 4 BARS, ON 12" CENTERS EACH WAY FOR GUTTER, BOTTOM SLAB, ENDS, AND FRONT AND BACK WALLS, AND NO. 4 BARS ON G" CENTERS EACH WAY FOR TOP SLAB IN BOTH INLETS AND EXTENSIONS. ADDITIONAL REINFORCING STEEL SHALL BE PLACED AROUND MANHOLES AS SHOWN. ALL REINFORCING STEEL SHALL BE OPEN HEARTH NEW BILLET STEEL Of INTERMEDIATE OR HARD GRADE CONFORMING TO ASTM A-1 5. DEFORMATIONS SHALL CONFORM TO ASTM A-305-51ST. ALL REINFORCING STEEL SHALL HAVE A MINIMUM COVER OF 2" 8'-0" OF EXISTING CURB AND GUTTER UPSTREAM AND 4'-0" OF EXISTING CURB AND GUTTER DOWNSTREAM SHALL BE REMOVED AND RE -POURED INTEGRALLY WITH EACH INLET. DIMENSION5 RELATING TO REINFORCING STEEL ARE TO THE CENTER OF BARS. ALL BACKFILL SHALL BE PERFORMED BY MECHANICAL TAMPING. PRE -CAST INLETS SHALL BE APPROVED BY CITY ENGINEER. ALL STORM SEWER MUST BE VIDEO INSPECTED BY CONTRACTOR. CONTRACTOR SHALL FURNISH THE CITY WITH VIDEO TAPE FOR APPROVAL PRIOR TO ACCEPTANCE. A BAR5 — (IN WALL) B BARS w IY D BAK5---` CBARSATG CENTERS (ALL FOUR WALLS) E BARS 4" G G -1 t PAVING SURFACE REINFORCED CONCRETE RINGS — (NO BRICK) EPDXY GROUT RINGS TO TOP OF SLAB CONSTRUCTION JOINT — B BARS AT 12" JOINTS CBAR5ATG" CENTERS (VERT.) LENGTH = H + 7" A BARS AT 12" CENTERS CONSTRUCTION JOINT — PLAN B BARS (SAME BOTH WAYS) 4" 4" L— 2" A BARS (IN WALL) CAST IRON MANHOLE FRAME AND COVER (TO BE FURNISHED AND INSTALLED BY CONTRACTOR). USE EAST JOAN IRON OK WORKS, INC MODEL V- 1342 OR APPROVED EQUAL. NONE I�� �_� •� 1011111 SEEN--- ME 011110111101111101�Ii1�1■�i�ell�m�a , l�IIIIIII ■iii't!�!!�M ■ B BARS AT 12" CENTERS TOP SLOPE PROTECTION ALL CONCRETE SHALL BE CLASS "A" 3000 PSI @ 28 DAYS. REINFORCING SHALL BE #3 BARS @ 18" CENTERS EACH WAY CHANNEL SLOPE 3:1 MAX. SECTION A —A TOE WALL /-F:L. PIPE= SEE PLAN/PROFILE TOE WALL L O-------------------------------In-------i I II i A tO I i -- r —--------------------- ^--�� I II I a II I SLOPE VARIES °---1----------------- O I I II I I I II I a a -------------- ---------- ------ t- ---- TOE WALL ALL CONCRETE SHALL BE CLASS "A" 3000 PSI @ 28 DAYS. REINFORCING SHALL BE #3 BARS @ 18" CENTERS EACH WAY PL AN SLOPING HEADWALL DETAIL N.T.S. 1311 A BAR L BAR BAR LENGTH NO. REQUIRED SPACING A #4 G'-8" 10 IN BOTTOM + 12" 2 x "H" IN WALLS - 14 IN BOTTOM + 12" IN WALLS B #4 5'-0" VARIABLE IN DECK 2 x "H" IN WALLS SEE DETAIL C #4 "H"+7" 3G +G" D #4 2'-3" 8 +G" I @ 2'-O" E #4 2 @ 4'-8" 5 SEE DETAIL 2 @ G'-G" GENERAL NOTES FOR STORM SEWER JUNCTION BOX 8" PIPE O.D. + 12" (MIN. 4'- 0") 8" A BARS AT A TEMPORARY METAL COVER SHALL BE INSTALLED AFTER 12" CENTERS STAGE 1 IS COMPLETED AND WILL REMAIN IN PLACE UNTIL BOTH DIRECTIONS STAGE II IS BEGUN. STAGE III WILL NOT BE BUILT UNTIL VARIES APPROVED BY THE ENGINEER. APPROVAL WILL NOT BE NORMALLY GIVEN UNTIL THE SUBGRADE AND BASE COURSES HAVE BEEN COMPLETED. FIELD BEND OR CUT BARS AS REQUIRED TO ACCOMMODATE ELEVATION SEWER PIPE. STORM SEWER JUNCTION BOX DETAILS N.T.S. TOE OF SLOPE A TYP. ALL CDR BARS 1 ELEVATION TYPE B B" PLAN TYPE B N 0 (7 Q ' Q fV Z g ato _� o00 Q X 00 H 00 N O J U = J 1 o ao (� N Q Q Z w Q U = 00 a x r V 1 000 0 1 D Z Zto ui W 1 tV z o r 0 z00 ^ W m U < W Z z - _ W a. z 0 z 00 W N J 5 U BARS E J CONFORMS r _ 1 SLOPE __ WPI AL WING N ELEVATION BARS Di-Dx- - - - - . if Nj w 2 BARS V =• ',� BARS BARS RS W BARS B' .. JB z O ARS F k Q U M1a Lo ` .R E I •'. F z W -� _ MIN. BARS A l —A r %�{. B,�RS B 1 . _, - I ,� p Q W EARS S., .PROV I DE 12" FOOTING AS Q L � ,•+ BARS C SHOWN WHERE REWIRED TO C) z MAINTAIN 4-" MIN. COVER FOR PIPES. CONCRETE FOR FOOTING SHALL LZ Q Q BE ADDED TO TOTAL QUANTITIES SHOWN. � z � c/ow z o z JQ O Lu U Q 0 Lu z NOTES: 1. DIMENSIONS ARE FOR TYPICAL INSTILLATION. z ( j 2- SPECIFIC SITE CONDITIONS MAY REQUIRE MODIFICATION OF DIMENSIONS (n Q AND ARRANGEMENT, WITH ENGINEERING APPROVAL, 3_ ALL CONCRETE SHALL BE CLASS "Cm- 4, All HEADWALLS SHALL BE CLASS ' C' CONCRETE 10', 15', OR 20', (5EE PLANS) BASS * HAYE5 MODEL 22G-L— LOCKING LID B NORMAL 8'-0" GUTTER DEPRESSION MIDBEAM FOR UPSTREAM= 1/2" PER FT. 20' INLET NORMAL 4'-0" TRANSITION FOR GUTTER DEPRESSION DOWNSTREAM= I " PER FT. RCP GUTTER INLET GUTTER N NORMAL NORMAL 8'-0" B 4'-0" 2 MANHOLES SHALL BE REQUIRED FOR TRANSITION FOR FRONT EDGE OF GUTTER 15' AND 20' INLETS WITH MIDBEAM. U.S. = 3/ 1 G" PER FT. FRONT EDGE OF GUTTER ONLY I MANHOLE SHALL BE REQUIRED D.S. = 3/8" PER FT. FOR 10INLETS. STANDARD CURB I N LET PLAN NORMAL GUTTER LINE SHAPE TO NORMAL CROWN AT QUARTER POINT 2'-G" G" TWO #G BARS AT OPENING "R SHAPE TO NORMAL CROWN •'�•"' ` _ °' •• SECTION AT QUARTER POINT oz'�'�"'''•""`f"' Nr NORMAL TRAN5VEP5E SLOPE ' ' •` I I /2" EPRFSSED GUT TER SLOPE '�? �; %.: n•'•: d- G" MI 7" MAX. Ju .� 2 G" MIN. THICKNESS, TO BE SAME AS N CONCRETE PAVEMENT = "f THICKNESS. THROAT �]Y TOP STEEL #4 BARS, G" O.C. EACH WAY, EXCEPT I - #G BAR IN OUTSIDE EDGE AND ADDITIONAL STEEL AROUND MANHOLE. ownsm " I MWA491 Mob M M71"4q hh�.' =q 1■■■ • ■1 ®■■■■� #4 BARS, G" O.C. z O EACH WAY z Lu #4 BARS, 12" O.0 Lu EACH WAYIN Q WALLS 4 BOTTOM Q SLAB. : G" VARIABLE DIMENSION 'W (MIN. 2'-911) SECTION B—B STANDARD CURB INLET DETAILS N.T.5. \N FOUNDRY )0 CATCH BASIN SERIES (V-572G) Wr. 170 Ib5. (TYP 4 51DE5)vy \vV ✓ GRATE I N LET DETAIL PEFTigi' •PP41LIUN. My 1x' .r* 8-12-16 t0 01, 3i W = W N i m cl1l 0 W 4 0 ~ lD OD ]C 7 Y `t3N O W ct W cn, Lu Lu W CC 3 V W Xt3ci W O Lu Z p p V 0 17 7/8" SO. 1" CHAMFER(TYP.) r m or 18"X18' SOUARE POLYETHYLENE GRATE ° • . ° ° & FRAME(MDS OR °- APPROVED EOUAL) rn PVC DRAIN PIPE 31000 PSI CONCRETE 0 0 ° • ° v O v •' CO .o o••o' o'•o. °o in o I � I 0 6" 15" 6" z o Ln 2'-3" SQUARE 0 W In Q 0 z SMALL GRATE I N LET DETAIL SHEE N.T.s. C2.73 )ETAILS\HEADWALL DETAILS.dgn 10/31/2016 9:47:27 AM CONSTRUCTION NOTES 1. USE CRUSHED STONE - M5HA 51ZE No. 2 OR AASHTO No. M43, 51ZE No. 2. 2. THE ENTRANCE SHALL BE MAINTAINED TO PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT-OF-WAY. THI5 MAY 0 o REQUIRE DRESSING WITH ADDITIONAL STONE AND REPAIR AND/OR 0 0 0 0 0 CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. FLOW 3. WHEN NECESSARY, WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT 0 0 0 0 0 0 0 0 0 PRIOR TO ENTRANCE INTO PUBLIC RIGHT-OF-WAY. WA5HING SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE WHICH DRAINS INTO 0 0 0 0 0 0 0 0 0 0 o c AN APPROVED SEDIMENT CONTROLLING STRUCTURE. USE SAND BAGS, GRAVEL, BOARDS OR OTHER APPROVED METHODS TO PREVENT SEDIMENT FROM ENTERING ANY STORM DRAIN, DITCH OR WATER COURSE. - - 0 0 0 0 0 0 0 0 0 0 4. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. - I I -III- I - 0 0 0 0 0 0 0 0 - pVERTICALn // - " FACE 10" THICK x 20' x 50' MINIMUM SIZE STONE PAD 4 C�/� i1 1� 11 1I II II 1 I I /5l O�/�//j EMBEDDING DETAIL wIRE SCREEN �� �� GRAVEL FILTER ``•` `` `• ` `• Em ■■ ■■ `?`ii:�'i:i(:' :�?�:`':`': f'`'F`•''i `���?•«:`i'�: ./\\\///\�//�\//��j��j'/��'//`//�/�\j ° a.... CONCRETE BLOCK ///� • •;• ?•. • / �/� ° N cc UJI z ci 000 �l )1 Z z u, ' v W CD N J N C) A O 00 a O Z v a LL D a a00 (n o m � Z w . co Ni�o Z Z O N v _ z � Z Lj O � W as oNo 5i J TEMPORARY CONSTRUCTION ANGLE FIRST STAKE TOWARD EXIT POINT D ETA I L PREVIOUSLY LAID BALE DROP INLET PROTECTION N.T.S. L) NOT TO SCALE TWO REBAR, STEEL PICKETS OR 2"x 2" STAKES CURB INLET 1 112' TO 2' IN GROUND O CONCRETE BLOCK WIRE SCREEN Ea GRAVEL FILTER Q J O O = Cf) J Q WIRE OR NYLON BOUND BALES PLACED ON THE CONTOUR _ -� ANCHORING DETAIL CURD INLET PROTECTION N.T.oj- , w z0 - U � � c/) Qw z_ w Q Z w Q J O Ir z 24" MIN. WOVEN E - �- -_ HAY DALE DIKE - _ - NOT TO SCALE -:110 GENERAL NOTES - =1-III=1 1. BALES SHALL BE PLACED IN A ROW WITH THE ENDS TIGHTLY ABUTTING / - - - THE ADJACENT BALE5. - = I- 3o MIN. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR _ = I I INCHES, WHERE P0551BLE. 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY STAKES OR RE -BARS 5H ATH NG FLOW 18" MIN. 3 TO 4 INCHES - -_ - _ - III=I I =1 I I I I I, i lII I II 11I I II i III -,III I I' - - - - CROSS SECTION � w ~ � Lu w Q w z z Q O Z Cn O w -_--; FILTER FABRIC WIRE DRIVEN THROUGH THE BALES. THE FIRST STAKE IN EACH BALE SHALL N.T.S. - - 1. SET POSTS AND EXCAVATE A 4" x 4" TRENCH BE ANGLED TOWARD THE PREVIOU5LY LAID BALE TO FORCE BALE5 =I I- UP5LOPE ALONG THE LINE OF POSTS. TOGETHER. 4. INSPECTION SHALL BE FREQUENT AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED BY CONTRACTOR. 5. BALES SHALL BE REMOVED WHEN THEY HALED SERVED THEIR USEFULNESS 50 A5 NO TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. WOVEN WIRE 5HEATHING FLOW G. ACCUMULATED 51LT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF =III -II M I E I E I M I _ 51X INCHES. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH - _ SILT FENCE{jps_ = I- 1. FENCE POSTS SHALL BE STEEL OR 4" x 4" WOOD. f = 2. FENCE POSTS WHICH SUPPORT THE SILT FENCE SHALL BE INSTALLED ON A SLIGHT ANGLE TOWARD THE ANTICIPATED RUNOFF SOURCE. /..................................................... ................ ................................................................ .................................. ........................................... .................................. 150METRIC PLAN VIEW`�� �_.... .,- 14, I�i3NFIL Ifd+ 8• 12• j6 - _ 3. THE TOE OF THE SILT FENCE SHALL BE TRENCHED IN WITH A SPADE OR MECHANICAL TRENCHER SO THAT THE DOWN SLOPE OF THE TRENCH IS S 1 LT FENCE DETAIL FLAT AND PERPENDICULAR TO THE LINE OF FLOW. / ROCK BERM DETAIL - =1-III=1 ' NOT TO SCALE 4. SILT FENCE SHOULD BE SECURELY FASTENED TO EACH STEEL SUPPORT POST OR TO WOVEN WIRE, WHICH IS IN TURN ATTACHED TO THE FENCE N.T.5. m o oo m o 2 o •- o ¢ x Y alW z w W °D a cc Cl = Y W W x o �, LULL o v> cD v ` LL V12!14 W W Z �- Lu z POSTS. - 5. INSPECTION SHALL BE ONGOING AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. =I j G. SILT FENCE SHALL BE REMOVED WHEN IT HAS SERVED ITS USEFULNESS, _ SO AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. - -; 2. STAPLE WIRE FENCING TO THE POSTS. 7. SEDIMENT TRAPPED BY THIS PRACTICE SHALL BE DISPOSED OF IN AN - I APPROVED SITE IN A MANNER THAT WILL NOT CONTRIBUTE TO ADDITIONAL SILTATION. _ -I (5. ACCUMULATED SILT SHALL BE REMOVED WHEN IT REACHES A DEPTH OF -_ _- SIX INCHES AND DISPOSED OF IN AN APPROVED SPOIL SITE OR AS IN ROCK BERM GENERAL NOTES 1 . USE ONLY OPEN GRADED ROCK 4-6 I NCH ES I N DIAMETER FOR STREAM FLOW CONDITION. USE OPEN GRADED ROCK 3-5 INCHES IN DIAMETER FOR OTHER CONDITIONS.0 1- No. G ABOVE. DESIGN CRITERIA 1. DRAINAGE AREA TACRES OR LESS 2. HEIGHT 30 INCHCH MINIMUM HEIGHT MEASURED FROM THE 2. THE ROCK BERM SHALL BE SECURED WITH A WOVEN WIRE SHEATHING HAVING A MAXIMUM OPENING OF I INCH AND A MINIMUM WIRE SIZE OF 20 GAUGE AND SHALL BE o r m EXISTING OR GRADED GROUND 3. MATERIAL THE FABRIC SHOULD CONFORM TO THE FOLLOWING PROPERTIES, AS DETERMINED BY THE FEDERAL HIGHWAY ADMINISTRATION TASK FORCE 25 - / - GUIDELINES, AS MEASURED IN THE WEAKEST DIRECTION, / BURIED IN A TRENCH APPROXIMATELY 3 TO 4 INCHES DEEP. 3. THE ROCK BERM SHALL BE INSPECTED EVERY TWO WEEKS OR AFTER EACH I /2" RAIN EVENT AND SHALL BE - - AVERAGE ROLL - -_ - TEST DESIGNATION TOPIC MINIMUM VALUE REPLACED WHEN THE STRUCTURE CEASES TO FUNCTION AS INTEDED DUE TO SILT ACCUMULATION AMONG THE ROCKS, -i -i ASTM D 4G32 GRAB STRENGTH 90 LBS. @ 12"/MINUTE - - - ASTM D 4G32 GRAB ELONGATION 1 5% @ 12"/MINUTE ASTM D 475 1 EQUIVALENT OPENING U.S. SIEVE No. 20 = I SIZE (EO5) ASTM D 4491 PERMITTIVITY 70% sec.' ASTM D 4355 U.V. RESISTANCE 70% (500 HR5. EXPOSURE) WASHOUT, CONSTRUCTION TRAFFIC DAMAGE, ETC. 4. WHEN SILT REACHES A DEPTH EQUAL TO ONE-THIRD OF THE HEIGHT OF THE BERM OR ONE FOOT WHICHEVER I5 � LESS, THE SILT SHALL BE REMOVED AND DISPOSED OF � - - - -II -11 Ei I I- -- II PROPERLY. THE MULLEN BURST STRENGTH SHALL BE GREATER THAN 150 psi. THE EDGES SHALL BE TREATED TO PREVENT UNRAVELING. - I- 4. SUPPORT FENCE POSTS SPACED A MAXIMUM OF SIX FEET APART. WOVEN WIRE WILL BE USED TO SUPPORT THE MATERIAL. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. 3. ATTACH THE FILTER FABRIC TO THE WIRE _ =III- -I- FENCE AND EXTEND IT INTO THE TRENCH _ =1 5. WHEN THE 51TE 15 COMPLETELY STABILIZED, THE BERM AND ACCUMULATED SILT SHALL BE REMOVED AND DISPOSED OF IN AN APPROVED MANNER. G. ROCK BERM SHOULD BE USED AS CHECK DAMS FOR CONCENTRATED FLOW AND ARE NOT INTENDED FOR USE IN o W Q z - - �-- 1- PERIMETER PROTECTION. SHEE C2.74 \DETAILS\188-072 HC EC DET.dgn 10/31/2016 9:48:00 AM IMPACT FEE CREDIT APPLICATION 1. Legal corporate or business name of the Developer/Owner: Anna Independent School District Name and title of the person with authority to execute the Impact Fee Credit Agreement on behalf of the Developer/Owner: Dr. Brad Duncan Executive Director 2. Name of Development: Judith Harlow Elementary Attach as "Exhibit A" a legal description of the property or new development for which the impact fee credit would be applicable. 3. Capital Improvement facilities for which impact fee credits are claimed: 12" Water Line Alone Leonard Drive Attach as "Exhibit B" schematic design or construction plans of the Capital Improvement facilities for which impact fee credits are claimed. 4. Estimated Construction Cost, with respect to the engineering, design, and construction of the of the Capital Improvement facilities for which impact fee credits are claimed. Attach as "Exhibit C' an opinion of probable cost prepared by a Texas Professional Engineer of the Capital Improvement facilities that will be constructed and for which impact fee credits are claimed. City inspection fees, and contingency estimates shall NOT be included in the opinion of probable cost. Signature of 7 /Z8// 7 Date IMPACT FEE CREDIT APPLICATION i Item No. 6. City Council Agenda Staff Report Meeting Date: 4/25/2017 YOUR} HOMETOWN AGENDA ITEM: Conduct a Public Hearing (2nd) on the annexation of approximately 466 acres of land within the J. Chalmers Survey, Abstract No. 0233 and the S. Craft Sr. Survey No. 0165. (Maurice Schwanke) SUMMARY: On February 28, 2017, the City Council approved a Resolution setting the dates and times for public hearings on the proposed annexation of approximately 466 acres of land within the J. Chalmers Survey, Abstract No. 0233 and the S. Craft Sr. Survey No. 0165. The area contains 26 parcels of property with 5 single family homes, 18 manufactured homes, and two commercial buildings under construction and is bounded on the south by the Sam Rayburn Memorial Hwy. and is traversed by F.M. 2862 and County Road 526. The north boundary is County Road No.525. Notice of this public hearing was sent to all property owners within the described area on March 10th, 2017. A Service Plan for the area has been prepared which explains how the City will fulfill its obligation to extend full municipal services to the properties being annexed (see attached). On February 28, 2017, the City Council approved an Automatic Aid Agreement with the Westminister Volunteer Fire Department (WVFD). Through this Agreement, the WVFD will continue to provide fire protection to the properties being considered for annexation. Prior to annexing properties that are appraised for property tax purposes as land for agricultural, wildlife management use, or as timber land (as defined in Subchapter C, D, or E Chapter 23, Tax Code) the City is required to offer to make a development agreement with the landowner. Such a development agreement would: (1) guarantee the continuation of the extraterritorial (outside the city limits) status of the property for a period of time; and (2) authorize the enforcement of all regulations and planning authority of the city that do not interfere with the use of the property for agriculture, wildlife management, or timber. The Council has elected to extend the same development agreement offer to the owners of all the properties being considered for annexation, including those that do not have a qualifying tax exemption. The offer of a development agreement was included with all notices sent to the affected property owners. The proposed Development Agreement (if executed by the property owner & approved by the Council) would guarantee that the property would remain outside the city limits for one (1) year. At the conclusion of the one-year period, the property owner would consent to voluntary annexation in 2018. The City may elect to proceed with annexation of the subject properties if the owners decline the development agreement offer extended by the City. This is the 2nd public hearing on this proposed annexation. The City Council may take action on this proposed annexation during their regular meeting on May. STAFF RECOMMENDATION: This is the second of 2 public hearings. No action by the City Council is required at this time. ATTACHMENTS: Description Upload Date Type Location Map 4/5/2017 Exhibit Proposed Service Plan 4/5/2017 Exhibit a U � m Ul m � m ommo® ®o HHEE E F52 424 121 2862 513 FXHIRIT R ANNEXATION SERVICE PLAN POLICE PROTECTION On the effective date of annexation, the City of Anna, Texas and its Police Department will provide police protection to the newly annexed area at the same or similar level of service now being provided to other areas of the City of Anna, Texas with similar topography, land use, and population density within the newly annexed area. FIRE PROTECTION On the effective date of annexation, the City of Anna, Texas will enter into an Automatic Aid Agreement with the Westminster Volunteer Fire Department to provide fire protection to the newly annexed area. On the effective date of annexation, the City of Anna, Texas and its Fire Department will provide fire protection to the newly annexed area at the same or similar level of service now being provided to other areas of the City of Anna, Texas with similar topography, land use, and population density within the newly annexed area. On EMERGENCY MEDICAL SERVICES On the effective date of annexation, the City of Anna, Texas, through its contract with Collin County or another service provider, will provide emergency medical services to the newly annexed area at the same or similar level of service now being provided to other areas of the City of Anna, Texas with similar topography, land use, and population density within the newly annexed area. SOLID WASTE COLLECTION On the effective date of annexation, the City of Anna, Texas, through its contract with Bradshaw and Son or another service provider, will provide solid waste collection to residents and businesses in the newly annexed area (to the extent that the service provider has access to the area to be serviced) at the same or similar level of service now being provided to other areas of the City of Anna, Texas with similar topography, land use, and population density within the newly annexed area. Such service will be provided in accordance with existing City policies and Ordinances, and only upon payment of any required deposits and the agreement to pay lawful service fees and charges for solid waste collection. Residents and businesses of the newly annexed area that have existing contracts with solid waste service providers have two years from the date of annexation or until the termination date of the existing contract, whichever is sooner, to begin solid waste Page 1 of 4 collection service through the City. Solid waste collection is mandatory for City of Anna residents and businesses operating within the city limits. WATER AND WASTEWATER FACILITIES On the effective date of annexation, any and all water or waste water facilities owned by the City of Anna, Texas at the time of annexation shall be maintained and operated by the City of Anna, Texas. Of such facilities, the City will maintain the main water transmission and wastewater collection lines. All water and wastewater service lines outside the public right-of-way or City easement shall be maintained by the property owner served by the service connection. Residents and owners of property in newly annexed areas that are located within the City's water or wastewater CCN will be offered water and wastewater service in accordance with City policies and ordinances in existence at the time of annexation or as may be amended from time -to -time by the City Council. Generally, these ordinances state that the land owner or customer must bear the cost of construction of water and wastewater system facilities to a point where suitable connection to the existing system can be made and service to the customer can be provided. All water and wastewater facilities designed to connect to the City's existing system must be approved by the City and meet all City zoning, subdivision, and other development ordinances and requirements. ROADS AND STREETS On the effective date of annexation, any and all existing public roads or streets in the newly annexed area which have been dedicated to Collin County, Texas or to the City of Anna, Texas, or which are owned by the City of Anna, Texas shall be maintained to the same degree and extent that other roads and streets are maintained in areas of the City with similar topography land use and population density. Specific maintenance activities are determined by available funding and the need for maintenance as determined by the City. The City is not obligated to maintain any portion of a private road or street. Any and all lighting of roads and streets which may be positioned in a public right of way, roadway or utility company easement shall be maintained by the applicable utility company servicing that area of the City of Anna, Texas pursuant to the rules regulations and fees of such utility. An owner of land within the newly annexed area that desires to develop said property will be required pursuant to the ordinances of the City of Anna, Texas to provide internal and peripheral streets and to construct those streets in accordance with the specifications required by the City of Anna, Texas. Page 2 of 4 PARKS PLAYGROUNDS AND SWIMMING POOLS OR ANY OTHER PUBLICLY OWNED FACILITY BUILDING OR SERVICE The City Council of the City of Anna, Texas is not aware of the existence of any public parks, public playgrounds, public swimming pools, or any other publicly owned facility, building or service now located in the area proposed for annexation. In the event any such parks, playgrounds, swimming pools, or any other public facilities, buildings or services do exist and are public facilities, the City of Anna, Texas will maintain such areas upon annexation to the same extent and degree that it maintains public parks, public playgrounds, public swimming pools, other public facilities buildings or services and other similar areas of the City now incorporated in the City of Anna, Texas. To the extent that it becomes necessary because of development demands population growth or a bona fide need, the City Council of the City of Anna, Texas will undertake to provide any such facility which it deems necessary to adequately provide for the health and safety of the citizens of the newly incorporated area based upon the standard considerations of topography, land use and population density. OTHER MUNICIPAL SERVICES Following annexation by the City of Anna, Texas, the City will provide code enforcement, planning, and animal control services to the newly annexed area, to the extent such services are funded in the annual budget and provided by the City within its full -purpose boundaries. Such services will be provided to the newly annexed area at the same or similar level of service now being provided to other areas of the City of Anna, Texas with similar topography, land use, and population density within the newly annexed area. CONSTRUCTION OF CAPITAL IMPROVEMENTS The City Council of the City of Anna, Texas finds and determines it to be unnecessary to acquire or construct specific capital improvements for the purposes of providing full municipal services to the newly annexed area. The City Council finds and determines that it has at the present time adequate facilities to provide the same type, kind and level of service which exists in and is presently being administered to other areas already incorporated in the City of Anna, Texas with the same or similar topography, land use and population density. SPECIFIC FINDINGS The City Council of the City of Anna, Texas finds and determines that this proposed Service Plan will not provide any fewer services and it will not provide a lower level of service in the area proposed to be annexed than were in existence in the proposed area at the time immediately preceding the annexation process. Furthermore, the City Council of the City of Anna, Texas finds and determines that the rural nature of the area is characteristically different from other more highly developed areas within the Page 3 of 4 corporate limits of the City of Anna, Texas. Consequently because of the differing characteristics of topography, land use, and population density the service levels which may ultimately be provided in the newly annexed area may differ somewhat from services provided in other areas of the City of Anna, Texas. These differences are specifically dictated because of differing characteristics of the property. The City of Anna, Texas will undertake to perform consistent with this contract so as to provide this newly annexed area with the same type, kind and quality of service presently enjoyed by the citizens of the City of Anna, Texas who reside in areas of similar topography, land use and population density. TERM This Service Plan shall be valid for a term of ten (10) years. Renewal of the Service Plan shall be at the discretion of the City Council. AMENDMENTS This Service Plan may be amended if the City Council determines at a public hearing that changed conditions or subsequent occurrences make this Service Plan unworkable or obsolete. The City Council may amend the Service Plan to conform to the changed conditions or subsequent occurrences pursuant to Texas Local Government Code, Section 43.056. Page 4 of 4 i Item No. 7. City Council Agenda Staff Report Meeting Date: 4/25/2017 YOUR} HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Resolution finding a public necessity and authorizing the City Staff to use lawful means, including negotiations and if necessary proceedings in eminent domain, to acquire an easement on private property owned by Joan Leslie Luscombe. (Joseph Johnson) SUMMARY: The City is working on the design and construction of a new water main line that is necessary to accommodate the current and future growth of our city. The water line will run parallel to Foster Crossing Road between Pecan Grove Dr. and the DART rail road just east of SH 5 (Powell Parkway). In order to construct this water line, the City will need to acquire an easement across property owned by Joan Leslie Luscombe. The attached resolution authorizes Staff to negotiate, and, if necessary, initiate the use of eminent domain to acquire the needed easement. STAFF RECOMMENDATION: Staff recommends approval of the attached Resolution. A motion to approve the Resolution should be made precisely as follows as prescribed by law: "I move that the City of Anna, Texas authorize the use of the power of eminent domain to acquire 0.304 acres of land, more or less, for a permanent water line easement, and 0.305 acres of land, more or less, for a temporary construction easement, said tracts located in the E. Shelby Survey, Abstract No. 839, Collin County, Texas, and being over, under and across a called 11.159 acre tract of land conveyed to Joan Leslie Luscombe by deed recorded in Document Number 20150318000293470 of the Deed Records of Collin County, Texas (D.R.C.C.T.), said 0.304 acres and 0.305 acres being more particularly described by the metes and bounds description set forth in Exhibit "A" to this resolution, which I incorporate in full into my motion." ATTACHMENTS: Description Upload Date Type Leslie Luscombe (1 st) Resolution 4/18/2017 Resolution Exhibit A 4/4/2017 Exhibit CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, FINDING THAT A PUBLIC NECESSITY EXISTS FOR ACQUISITION OF A PERMANENT WATER LINE EASEMENT AND A TEMPORARY CONSTRUCTION EASEMENT PROVIDING LIMITED RIGHTS ON AND UNDER 0.304 ACRES OF REAL PROPERTY, MORE OR LESS, AND 0.305 ACRES OF REAL PROPERTY, MORE OR LESS; AUTHORIZING THE CITY MANAGER, STAFF, CONTRACTORS, AND THE CITY'S ATTORNEYS TO ACQUIRE SAID EASEMENTS BY ANY LAWFUL MEANS, INCLUDING BUT NOT LIMITED TO NEGOTIATIONS, AND, IF NECESSARY, PROCEEDINGS IN EMINENT DOMAIN; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Anna plans to construct and/or install water lines and associated facilities to meet the public need to provide water system improvements to benefit the City of Anna, its citizens and the general health, safety and welfare; and WHEREAS, it is necessary to acquire a certain permanent water line easement and temporary construction easement not now held by the City of Anna for such water system improvements; and WHEREAS, it is necessary for the City to use its authority to pursue negotiations for the acquisition of said easements and/or to pursue the easements under power of eminent domain; and WHEREAS, the City Council of the City of Anna, Texas ("City Council"), after careful consideration, finds that a public necessity exists for acquisition of a permanent water line easement and a temporary construction easement, providing limited rights on and under 0.304 acres of real property, more or less, and 0.305 acres of real property, more or less, which is more particularly described in Section 2 of this resolution, for the purposes of installation, maintenance, replacement, and/or repair of water lines, and benefiting the public health, safety and welfare; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Incorporation of Recitals; Purpose 1.01 The City Council finds that the above -stated recitals are true and correct and said recitals are incorporated herein as if set forth in full for all purposes. 1.02 This resolution is intended to comply in all respects with Texas Government Code § 2206.001, et seq., Texas Local Government Code § 251.001, et seq., CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 1 OF 3 and Texas Property Code § 21.001 et seq., to the extent the provisions of such statutes are applicable. 1.03 The City Council, by this resolution, intends, if necessary, to exercise the City's powers of eminent domain under Texas Local Government Code § 251.001 and any and all other applicable statutes. Section 2. Easements to be Acquired 2.01 The necessary permanent water line easement sought to be acquired will provide limited rights on and under a portion of a tract, said portion totaling approximately 0.304 acres of real property (the "Water Line Easement"), held by the Joan Leslie Luscombe and/or others. Said approximate 0.304 acres of real property is generally aligned and described in Exhibit A, attached to this resolution and incorporated herein by reference as if fully set forth for all purposes. The precise permanent easement to be acquired may differ from what is shown in said alignment and description but said alignment and description approximates the general route and general area of the permanent water line easement. 2.02 The necessary temporary construction easement sought to be acquired will provide limited rights on and under a portion of a tract, said portion totaling approximately 0.305 acres of real property (the "Temporary Construction Easement"), held by the Joan Leslie Luscombe and/or others. Said approximate 0.305 acres of real property is generally aligned and described in Exhibit A, attached to this resolution and incorporated herein by reference as if fully set forth for all purposes. The precise temporary easement to be acquired may differ from what is shown in said alignment and description but said alignment and description approximates the general route and general area of the temporary construction easement. Section 3. Finding of Public Necessity and Authorization to Take Action 3.01 The City Council finds a public necessity for the public welfare and convenience to acquire the Water Line Easement and the Temporary Construction Easement identified in Section 2, above, for the purpose of constructing, laying, maintaining, repairing and/or replacing water lines. The City Council authorizes the City Manager, City staff and/or City consultants or contractors, and, Wolfe, Tidwell & McCoy, LLP, attorneys, and other legal counsel if determined necessary by said attorneys, to acquire the needed Water Line Easement and the Temporary Construction Easement by any lawful means including but not limited to negotiations with landowners and, if necessary, proceedings in eminent domain. CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 2 OF 3 3.02 The City Council by this resolution directs the City Manager, his staff, and Wolfe, Tidwell & McCoy, LLP, attorneys and other legal counsel if determined necessary by said attorneys, —as necessary and in the appropriate sequence —to have the Water Line Easement and the Temporary Construction Easement appraised by a certified appraiser, to send the landowner(s) a copy of the appraisal and the landowner's bill of rights statement, to enter into good -faith negotiations with the landowner(s), to make a bona -fide offer and make any necessary initial and final monetary offers in an attempt to acquire the Water Line Easement and the Temporary Construction Easement consistent with the appraisal(s), when appropriate, and to convey the City's desire to acquire the Water Line Easement and the Temporary Construction Easement in an efficient manner, and, if necessary, to institute proceedings in eminent domain and take all necessary actions in such proceedings to condemn and acquire the Water Line Easement and the Temporary Construction Easement. The City Council hereby authorizes and ratifies any such actions taken thus far, and hereby further asserts its full authority, to the greatest extent provided by law, to acquire the Water Line Easement and the Temporary Construction Easement identified in Section 2, above. Section 4. Effective Date. This resolution shall take effect immediately upon its passage. PASSED AND APPROVED by the City Council of the City of Anna, Texas, this 25'h day of April, 2017. ATTESTED: APPROVED: City Secretary, Carrie L. Smith Mayor, Mike Crist CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 3 OF 3 W. Foster Crossing Road Water Line Joan Leslie Luscombe Parcel No. 3 21512016 EXHIBIT "A" FIELD NOTE DESCRIPTION PERMANENT WATER LINE EASEMENT CITY OF ANNA, TEXAS Being two parcels of land (described herein as Tract 1 and Tract 2) 20 feet in width for permanent water line easements in the E. Shelby Survey, Abstract No. 839, Collin County, Texas, and being over, under and across a called 11.159 acre tract of land conveyed to Joan Leslie Luscombe by deed recorded in Document Number 20150318000293470 of the Deed Records of Collin County, Texas, (D.R.C.C.T.), said two 20-foot wide permanent water line easements being more particularly described as follows: Tract 1: BEGINNING at a point for corner, said point being in the common west property line of said 11.159 acre Joan Leslie Luscombe tract and in the most southerly east property line of a called 47.265 acre tract of land conveyed to The Luscombe Family Trust & Trust B Credit Shelter Trust by deed recorded in Document Number 20110527000548820 of the D.R.C.C.T., said point bears N 0044'13" W, a distance of 34.48 feet from a capped 1/2- inch iron rod found in the said common property line of said 47.265 acre Luscombe Family Trust tract and 11.159 acre Joan Leslie Luscombe tract, said point also bears S 0044'13" E, a distance of 353.96 feet from a capped 1/2-inch iron rod found at a southeast internal corner of said 47.265 acre Luscombe Family Trust tract and the northwest corner of said 11.159 acre Joan Leslie Luscombe tract; THENCE S 89036'47" E, departing said common property line and being a 60-feet perpendicular distance from and parallel to the south property line of said 11.159 acre Joan Leslie Luscombe tract, a distance of 662.95 feet to a point for corner, said point being in the east property line of said 11.159 acre Joan Leslie Luscombe tract and the west property line of a called 1.80 acre tract of land conveyed to James A., Jr. and Robyn L. Luscombe by deed recorded in Document Number 20150427000472810 of the D.R.C.C.T.; THENCE S 0018'46" W (South per recorded deed of said adjoining 1.80 acre James A., Jr. and Robyn L. Luscombe tract), along said common property line, a distance of 20.00 feet to a point for a corner; THENCE N 89036'47" W, departing said common property line and being a 40-feet perpendicular distance from and parallel to the south property line of said 11.159 acre Joan Leslie Luscombe tract, a distance of 662.58 feet to a point for corner, said point being in the common west property line of said 11.159 acre Joan Leslie Luscombe tract and the most southerly east property line of said 47.265 acre Luscombe Family Trust tract; THENCE N 0044'13" W (S 01025'13" E per recorded deed of said adjoing 47.265 acre Luscombe Family Trust tract), along said common property line, a distance of 20.01 feet to the POINT OF BEGINNING, said permanent water line easement containing 0.304 acre of land, more or less. Also, a 20 foot Temporary Construction Easement being immediately adjacent to and parallel with the north leg of the above described permanent water line easement and containing 0.305 acre of land, more or less in Tract 1. Tract 2: BEGINNING at a point for corner, said point being in the most easterly west property line of said 11.159 acre Joan Leslie Luscombe tract and in the east property line of a called 1.00 acre tract of land conveyed to Joan Leslie Luscombe by deed recorded in Document Number 20040511000686520 and Volume 5666, Page 1155 of the D.R.C.C.T., said point also being in the west right-of-way line of Private Road 5302 (a north -south private variable width right-of-way) as described by deed recorded in said Document Number 20040511000686520, said point bears H:\Prcjects\Anna\2015104 W. Foster Crossing Road Water LincTasement Plats\Descriptions\Parcel 03-Joan Leslie Luscombe.docx Page I of 4 W. Foster Crossing Road Water Line Parcel No. 3 Joan Leslie Luscombe 21512016 EXHIBIT "A" N 0°10'l l" E, a distance of 20.00 feet from a 5/8-inch iron rod found in the common property line of said 11.159 acre.Joan Leslie Luscombe tract and said 1.00 acre Joan Leslie Luscombe tract, said iron rod being in the north right-of-way line of County Road 366 (an existing 40-foot right-of-way also known as W. Foster Crossing) as described by deed recorded in said Document Number 20040511000686520, said point also bears N 87°34'12" E, a distance of 417.95 feet from a capped 1/2-inch irod rod found in an east property line of said 11.159 acre Joan Leslie Luscombe tract and the west property line of said 1.80 acre James A., Jr. and Robyn L. Luscombe tract, said iron rod also being in the north right-of-way line of said County Road 366; THENCE N 0°26'47" E (South per recorded deed of said adjoining 1.000 acre Joan Leslie Luscombe tract), along said common property line, a distance of 20.00 feet to a point for a corner; THENCE S 89041'14" E, departing said common property line and being a 60-feet perpendicular distance from and parallel to the south property line of said 11.159 acre Joan Leslie Luscombe tract, a distance of 18.10 feet to a point for corner, said point being in the west property line of a called 30.837 acre tract of land conveyed to Pecan Grove Phase H, LTD. by deed recorded in Document Number 20151104001395460 of the D.R.C.C.T.; THENCE S 1019'16" E (N 1°18'43" W per recorded deed of said adjoining 122.31 acre Foster Crossing, LTD. tract), along said common property line, a distance of 20.01 feet to a point for a corner; THENCE N 89041'14" W, departing said common property line and being a 40-feet perpendicular distance from and parallel to the south property line of said 11.159 acre Joan Leslie Luscombe tract, a distance of 18.72 feet to the POINT OF BEGINNING, said permanent water line easement containing 0.009 acre of land, more or less in Tract 2, and a total of 0.313 acre of land, more or less in Tracts 1 and 2. Also, a 20 foot Temporary Construction Easement being immediately adjacent to and parallel with the north leg of the above described permanent water line easement and containing 0.008 acre of land, more or less. Notes: 1. Bearings and distances cited in this field note description are based on the Texas State Plane Coordinate System, NAD-83, Texas North Central Zone 4202. 2. Field survey concluded on August 5, 2015. 3. An Easement Plat of even date herewith accompanies this Field Note Description. Derek B. Chaney, P.E., R.P.L.S. Texas Registration No. 6523 Birkhoff, Hendricks & Carter, L.L.P. TBPLS Firm No. 100318-00 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 Phone: 214-361-7900 ............................. DEREK B. CHANEY A 6523 �9tiO 0E�0�l HAProjectsWnna\2015104 W. Foster Crossing Road Water LlneTasetnent P1ats\DescriptionsTarce103-Joan Leslie Luscombe.docx Page 2 of 4 0 U 7 J TRACT 1: 20' TEMPORARY CONS7RUC77ON EASEMENT a305 ACRE (13,267 S.F.) U 1/2" I.R.F.C. REFERENCE BEARING SO'44'13"E - 353.96' POINT OF 0 BEGINNING R y TRACT 1 NO'44'13'W ( E 20.01'� vi ADJOINER DEED CALL—SOl'25'13"E) \ REFERENCE BEARING =' NO'44'13"W - 34.48' 3 ABST. NO. 839 o -ABST. NO. 221 — 0 w NI 1/2" I.R.F.C.--/ THE LUSCOMBE FAMILY TRUST & I E. SHELBY SURVEY n to TRUST B CREDIT SHELTER TRUST ABSTRACT 839 CAROL LEE & MARC DOWNS DOC. NO. 20110527000548820 I DOC. NO. 20030604001035220 z z D.R.C.C.T. VOL. 5431, PG. 5242 (CALLED 47.265 AC.) D.R.C.C.T. R (CALLED 11.000 AC.) JOAN LESLIE LUSCOMBE DOC. NO. 20150318000293470 D.R.C.C.T. R (CALLED 11.159 AC.) U� MARTHA LEE JONES 3 DOC. NO. 19870702000447000 o VOL. 2661, PG. 400 0 D.R.C.C.T. o I (CALLED 65.150 AC.) ;1 0 200 N a HORIZONTAL SCALE IN FEET C. CARTER SURVEY SCALE: 1"=200' ABSTRACT 221 z N NOTES: w 1. BEARINGS AND DISTANCES CITED ON THIS PLAT ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD-83, TEXAS NORTH CENTRAL ZONE 4202, GRID TO SURFACE SCALE FACTOR 1.000148185. 2. FIELD SURVEYS CONCLUDED ON AUGUST 5, 2015. 3. A FIELD NOTE DESCRIPTION OF EVEN DATE HEREWITH ACCOMPANIES THIS EXHIBIT. 589'36'47"E TRACT 1 20!-1 r662.95' 40• N89'36'47'W 662.58' TRACT 1: 20' PERMANENT WATER LINE EASEMENT 0.304 ACRE (13,257 SF.) SO.18'46'W 20.00' (ADJOINER DEED CALL —SOUTH) 35 -1/2" D/4"I.R.F I R F C DISTURB EXHIBIT "All J. SLATER SURVEY ABSTRACT 868 JAMES A. JR. & ROBYN L. LUSCOMBE —DOC. NO. 20150427000472810 D.R.C.C.T. (CALLED 1.80 AC.) DOJOAN LESLIE LUSCOMBE C. NO. 20040511000686520 VOL. 5666, PG. 1155 D.R.C.C.T. (CALLED 1.00 AC.) -5/8"IRF PECAN GROVE R PHASE II, LTD. DOC. NO. 14 20151104001395460 TRACT 2 D.R.C.C.T. (SEE PAGE 4) (CALLED 30.837 AC.) ABST. NO. 839 5/8"IRF ABST. NO. 868 ABST. NO. 33 — _ = ABST. NO. 33+ W. FOSTER CROSSING ROAD r(C%. 366)(PRESCRIPTIVE R.O.W.) R t;i JAMES ANDREW JR. & ROBYN L. LUSCOMBE DOC. NO. 20101129001294960 I I R D.R.C.C.T. (CALLED 3.600 AC.) MARTHA LEE JONES cN DOC. NO. 04 19870702000447000 z ' VOL. 2661, PG. 400 D.R.C.C.T. r~n (CALLED 47.000 AC.) D. �� t t Q d .tn DEREK B.. CHANEY 0 6523 oz ©URA°Q R MARTHA LEE MCDOWELL MARTHA LEE JONES DOC. NO. DOC. NO. 19870702000447000 20070227000261730 VOL. 2661, PG. 400 D.R.C.C.T. D.R.C.C.T. (CALLED 1.560 AC.) (CALLED 1.000 AC.) I- W. BARB SURVEY ABSTRACT 33 PARCEL N0. 3-TRACT 1 CITY OF ANNA, TEXAS JOAN LESLIE LUSCOMBE PERMANENT WATER LINE EASEMENT BIRKHOFF, HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS February TBPE Firm No. 526; TBPLS Firm No. 10031800 2016 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 Page 3 of 0 U J NN J 0 N U tM E. SHELBY SURVEY ABSTRACT 839 0 100 HORIZONTAL SCALE IN FEET SCALE: 1 "=100' mACr 1 (SEE PAGE 377�77) 3 ,,% 0 ABST. NO. 839 \ -ABST. NO. 221 ABST. NO. 33- 3 C. CARTER � SURVEY ,0 ABSTRACT 221 0 0 0 W O d U _ J r - U N N M M Q00c�0Q� 2�!NW O J �Z� U Z � o I JAMES A. JR. & ROBYN L. LUSCOMBE DOC. NO. 20150427000472810 D.R.C.C.T. (CALLED 1.800 AC.) R REFERENCE BEARING N8T34'12"E — 417.95' 1/2" I.R.F.C. rJOAN LESLIE zLUSCOMBEDOC. NO. rn0150318000293470 D.R.C.C.T. (CALLED 11.159 AC.) I R — — 5/8" I.R.F. JOAN LESLIE LUSCOMBE DOC. NO. 20040511000686520 VOL. 5666, PG. 1155 D.R.C.C.T. (CALLED 1.000 AC.) R NO26'47"E 20.00' (ADJOINER DEED CALL —SOUTH) POINT OF BEGINNING ' \ TRACT 2 3/4"I.R.F.J REFERENCE BEARING DISTURBED NO' 10' 11 "E — 20.00' W R.O.W. 5/8" I.R.F. DOC. NO. 20150427000472810 D.R.C.C.T. JAMES ANDREW JR. & ROBYN L. LUSCOMBE DOC. NO. 20101129001294960 D.R.C.C.T. (CALLED 3.600 AC.) R..C. INGRAHAM SURVEY ABSTRACT 464 R VARIABLE WIDTH R.O.W. PER. DOC. NO. 20040511000686520 VOL. 5666, PG. 1155 TR4Cr 2.• 20' TEMPI aOO8 ACRES (356 S.F.) TRACT 2.- ieio'' 14'E 20' PERMANENT WATER LINE EASEMENT rR4cr 2 0.009 AC. s1.19'1s"E (368 S. 20.01 ' (ADJOINER DEED CALL—N01'18'43•W) ABST. NO. 464 ABST. NO.33 _ N89'41'14"W R 18.72' � W. FOSTER CROSSING ROAD (C.R. 366)(PRESCRIPTIVE R.O.W.) PER. DOC. NO. 1 20040511000686520 MARTHA LEE MCDOWELL 1 R VOL 5666, PG. 1155 I DOC. N0. 20070227000261730 D.R.C.C.T. R D.R.C.C.T. D. E. W. BABB SURVEY (CALLED 1.560 AC.) ABSTRACT 33 PARCEL NO. 3—TRACT 2 EXHIBIT "A" PECAN GROVE PHASE II, LTD. DOC. NO. 20151104001395460 D.R.C.C.T. (CALLED 30.837 AC.) o w o z NOTES: 1. BEARINGS AND DISTANCES CITED ON THIS PLAT ARE BASED ON THE TEXAS STATE PLANE �.. OF T. �q.� CITY OF ANNA, TEXAS COORDINATE SYSTEM, NAD-83, TEXAS NORTH ca.: ¢ o', JOAN LESLIE LUSCOMBE CENTRAL ZONE 4202, GRID TO SURFACE SCALE "DEREK"B"GHANEY' a FACTOR 1.000148185. PERMANENT WATERLINE EASEMENT y 2. FIELD SURVEYS CONCLUDED ON AUGUST 5, 2015W'' 8520 �9;� BIRKHOFF, HENoDRIICKS & CARTER, 3. A FIELD NOTE DESCRIPTION OF EVEN DATE 0 G �14 fi sstio p`� SURD L.L.P. AL February HEREWITH ACCOMPANIES THIS EXHIBIT. TBPE Fin,-, No. 526; TBPLS Firm No. 10031800 2016 Y 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 Page 4 of i Item No. 8. City Council Agenda Staff Report Meeting Date: 4/25/2017 YOUR} HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Resolution finding a public necessity and authorizing the City Staff to use lawful means, including negotiations and if necessary proceedings in eminent domain, to acquire an easement on private property owned by Joan Leslie Luscombe. (Joseph Johnson) SUMMARY: The City is working on the design and construction of a new water main line that is necessary to accommodate the current and future growth of our city. The water line will run parallel to Foster Crossing Road between Pecan Grove Dr. and the DART rail road just east of SH 5 (Powell Parkway). In order to construct this water line, the City will need to acquire an easement across property owned by James A. Luscombe Jr. & Robyn L. Luscombe. The attached resolution authorizes Staff to negotiate, and, if necessary, initiate the use of eminent domain to acquire the needed easement. STAFF RECOMMENDATION: Staff recommends approval of the attached Resolution. A motion to approve the Resolution should be made precisely as follows as prescribed by law: "I move that the City of Anna, Texas authorize the use of the power of eminent domain to acquire 0.096 acres of land, more or less, for a permanent water line easement, and 0.096 acres of land, more or less, for a temporary construction easement, said tracts located in the E. Shelby Survey, Abstract No. 839, Collin County, Texas, and being over, under and across a called 1.00 acre tract of land conveyed to Joan Leslie Luscombe by deed recorded in Document Number 20040511000686520 and Volume 5666, Page 1155 of the Deed Records of Collin County, Texas (D.R.C.C.T.), said 0.096 acres and 0.096 acres being more particularly described by the metes and bounds description set forth in Exhibit "A" to this resolution, which I incorporate in full into my motion." ATTACHMENTS: Description Upload Date Type Leslie Luscombe (2nd) Resolution 4/18/2017 Resolution Exhibit A 4/4/2017 Exhibit CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, FINDING THAT A PUBLIC NECESSITY EXISTS FOR ACQUISITION OF A PERMANENT WATER LINE EASEMENT AND A TEMPORARY CONSTRUCTION EASEMENT PROVIDING LIMITED RIGHTS ON AND UNDER 0.096 ACRES OF REAL PROPERTY, MORE OR LESS, AND 0.096 ACRES OF REAL PROPERTY, MORE OR LESS; AUTHORIZING THE CITY MANAGER, STAFF, CONTRACTORS, AND THE CITY'S ATTORNEYS TO ACQUIRE SAID EASEMENTS BY ANY LAWFUL MEANS, INCLUDING BUT NOT LIMITED TO NEGOTIATIONS, AND, IF NECESSARY, PROCEEDINGS IN EMINENT DOMAIN; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Anna plans to construct and/or install water lines and associated facilities to meet the public need to provide water system improvements to benefit the City of Anna, its citizens and the general health, safety and welfare; and WHEREAS, it is necessary to acquire a certain permanent water line easement and temporary construction easement not now held by the City of Anna for such water system improvements; and WHEREAS, it is necessary for the City to use its authority to pursue negotiations for the acquisition of said easements and/or to pursue the easements under power of eminent domain; and WHEREAS, the City Council of the City of Anna, Texas ("City Council"), after careful consideration, finds that a public necessity exists for acquisition of a permanent water line easement and a temporary construction easement, providing limited rights on and under 0.096 acres of real property, more or less, and 0.096 acres of real property, more or less, which is more particularly described in Section 2 of this resolution, for the purposes of installation, maintenance, replacement, and/or repair of water lines, and benefiting the public health, safety and welfare; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Incorporation of Recitals; Purpose 1.01 The City Council finds that the above -stated recitals are true and correct and said recitals are incorporated herein as if set forth in full for all purposes. 1.02 This resolution is intended to comply in all respects with Texas Government Code § 2206.001, et seq., Texas Local Government Code § 251.001, et seq., CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 1 OF 3 and Texas Property Code § 21.001 et seq., to the extent the provisions of such statutes are applicable. 1.03 The City Council, by this resolution, intends, if necessary, to exercise the City's powers of eminent domain under Texas Local Government Code § 251.001 and any and all other applicable statutes. Section 2. Easements to be Acquired 2.01 The necessary permanent water line easement sought to be acquired will provide limited rights on and under a portion of a tract, said portion totaling approximately 0.096 acres of real property (the "Water Line Easement"), held by the Joan Leslie Luscombe and/or others. Said approximate 0.096 acres of real property is generally aligned and described in Exhibit A, attached to this resolution and incorporated herein by reference as if fully set forth for all purposes. The precise permanent easement to be acquired may differ from what is shown in said alignment and description but said alignment and description approximates the general route and general area of the permanent water line easement. 2.02 The necessary temporary construction easement sought to be acquired will provide limited rights on and under a portion of a tract, said portion totaling approximately 0.096 acres of real property (the "Temporary Construction Easement"), held by the Joan Leslie Luscombe and/or others. Said approximate 0.096 acres of real property is generally aligned and described in Exhibit A, attached to this resolution and incorporated herein by reference as if fully set forth for all purposes. The precise temporary easement to be acquired may differ from what is shown in said alignment and description but said alignment and description approximates the general route and general area of the temporary construction easement. Section 3. Finding of Public Necessity and Authorization to Take Action 3.01 The City Council finds a public necessity for the public welfare and convenience to acquire the Water Line Easement and the Temporary Construction Easement identified in Section 2, above, for the purpose of constructing, laying, maintaining, repairing and/or replacing water lines. The City Council authorizes the City Manager, City staff and/or City consultants or contractors, and, Wolfe, Tidwell & McCoy, LLP, attorneys, and other legal counsel if determined necessary by said attorneys, to acquire the needed Water Line Easement and the Temporary Construction Easement by any lawful means including but not limited to negotiations with landowners and, if necessary, proceedings in eminent domain. CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 2 OF 3 3.02 The City Council by this resolution directs the City Manager, his staff, and Wolfe, Tidwell & McCoy, LLP, attorneys and other legal counsel if determined necessary by said attorneys, —as necessary and in the appropriate sequence —to have the Water Line Easement and the Temporary Construction Easement appraised by a certified appraiser, to send the landowner(s) a copy of the appraisal and the landowner's bill of rights statement, to enter into good -faith negotiations with the landowner(s), to make a bona -fide offer and make any necessary initial and final monetary offers in an attempt to acquire the Water Line Easement and the Temporary Construction Easement consistent with the appraisal(s), when appropriate, and to convey the City's desire to acquire the Water Line Easement and the Temporary Construction Easement in an efficient manner, and, if necessary, to institute proceedings in eminent domain and take all necessary actions in such proceedings to condemn and acquire the Water Line Easement and the Temporary Construction Easement. The City Council hereby authorizes and ratifies any such actions taken thus far, and hereby further asserts its full authority, to the greatest extent provided by law, to acquire the Water Line Easement and the Temporary Construction Easement identified in Section 2, above. Section 4. Effective Date. This resolution shall take effect immediately upon its passage. PASSED AND APPROVED by the City Council of the City of Anna, Texas, this 25'h day of April, 2017. ATTESTED: APPROVED: City Secretary, Carrie L. Smith Mayor, Mike Crist CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 3 OF 3 W. Foster Crossing Road Water Line Parcel No. S Joan Leslie Luscombe 21512016 EXHIBIT "A" FIELD NOTE DESCRIPTION PERMANENT WATER LINE EASEMENT CITY OF ANNA, TEXAS Being a parcel of land 20 feet in width for a permanent water line easement in the E. Shelby Survey, Abstract No. 839, Collin County, Texas, and being over, under and across a called 1.00 acre tract of land conveyed to Joan Leslie Luscombe by deed recorded in Document Number 20040511000686520 and Volume 5666, Page 1155 of the Deed Records of Collin County, Texas, (D.R.C.C.T.), said 20-foot wide permanent water line easement being more particularly described as follows: BEGINNING at a point for corner, said point being in the west property line of said 1.00 acre Joan Leslie Luscombe tract, and in the east property line of a called 1.80 acre tract of land conveyed to James A., Jr. and Robyn L. Luscombe by deed recorded in Document Number 20150427000472810 of the D.R.C.C.T., said point bears N 84°50'20" E, a distance of 209.67 feet from a capped 1/2-inch irod rod found in the west property line of said 1.80 acre James A., Jr. and Robyn L. Luscombe tract and an east property line of a called 11.159 acre tract of land conveyed to Joan Leslie Luscombe by deed recorded in Document Number 20150318000293470 of the D.R.C.C.T., said iron rod also being in the north right-of-way line of County Road 366 (an existing 40-foot right-of-way also known as W. Foster Crossing Road) as described by deed recorded in said Document Number 20150427000472810, said point also bears N 84°12'58" W, a distance of 209.76 feet from a 5/8-inch iron rod found in the east property line of said 1.00 acre Joan Leslie Luscombe tract and the west right-of-way line of Private Road 5302 (an existing private variable width right-of-way) as described by deed recorded in said Document Number 20040511000686520, said iron rod also being in the north right-of-way line of said County Road 366 as described by deed recorded in said Document Number 20040511000686520; THENCE N 0-18'46" E (North per recorded deed of said 1.00 acre Joan Leslie Luscombe tract), along said common property line, a distance of 20.00 feet to a point for corner; THENCE S 89041'14" E, departing said common property line and being a 40-feet perpendicular distance from and parallel to the south property line of said 1.00 acre Joan Leslie Luscombe tract, a distance of 208.80 feet to a point for a corner, said point being in the east property line of said 1.00 acre Joan Leslie Luscombe tract and in the west private right-of-way line of said Private Road 5302; THENCE S 0°26'47" W (South per recorded deed of said 1.00 acre Joan Leslie Luscombe tract), along said common property line, a distance of 20.00 feet to a point for corner; THENCE N 89041'14" W, departing said common property line and being a 20-feet perpendicular distance from and parallel to the south property line of said 1.00 acre Joan Leslie Luscombe tract, a distance of 208.76 feet to the POINT OF BEGINNING, said permanent water line easement containing 0.096 acre of land, more or less. Also, a 20 foot Temporary Construction Easement being immediately adjacent to and parallel with the north leg of the above described permanent water line easement and containing 0.096 acre of land, more or less. Notes: 1. Bearings and distances cited in this field note description are based on the Texas State Plane Coordinate System, NAD-83, Texas North Central Zone 4202. 2. Field survey concluded on August 5, 2015 3. An Easement Plat of even date herewith accompanies this Field Note Description. Derek B. Chaney, P.E., R.P.L.S. Texas Registration No. 6523 Birkhoff, Hendricks & Carter, L.L.P. TBPLS Firm No. 100318-00 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 Phone: 214-361-79W7 HAProjects\Anna\20l5104 W. Foster Crossing Road Water Line\Easement Plats\13escriptions\Parcel05-Joan Leslie Luscombe.docx Page 1 of 2 0 U J J 0 CD 3 G 0 4, z En Qf w 0 0 w I � R � � R..C. INGRAHAM SURVEY EXHIBIT "All E. SHELBY SURVEY JAMES A. JR. & ABSTRACT 464 ABSTRACT 839 ROBYN L. LUSCOMBE JOAN LESLIE LUSCOMBE z z DOC. NO. 20150427000472810 DOC. NO. 20150318000293470 PECAN GROVE PHASE II, LTD. D.R.C.C.T. DOC. NO. 20151104001395460 D.R.C.C.T. (CALLED 1.80 AC.) (CALLED 11.159 AC.) ¢ D.R.C.C.T. R (CALLED 30.837 AC.) JOAN LESLIE LUSCOMBE DOC. NO. 20150318000293470 D.R.C.C.T. I 20, %FMPORARi, COWSTRUC770W E4SEMEW 5/8" I.R.F. R 0 100 — — (CALLED 11.159 AC.) 0.096 ACRE JOAN LESLIE sF)SCALE:1"=100' It- HORIZONTAL SCALE IN FEET LUSCOMBE(4,»s Ni PRNATE ROAD 5302 NO'18'46'E DOC. NO. VARIABLE WIDTH R.O.W. PER. 20.00' 20040511000686520 DOC. NO. 20040511000686520 (DEED CALL —NORTH) VOL. 5666, PG. 1155 VOL 5666. K. 1155 S89'41'141E POINT OF (CALM 1.00 AC.) 208.80' BEGINNING I S'026'471Y ,/r r' 20.00' 1/2„ I.R.F.C. REFERENCE BEARING N84'50'20"E - 209.67'�- (DEED CALL —SOUTH) --_ 5/8„ I.R.F. —_------ __ _ ABST. NO. 839 _ ABST. NO. 464 - ABST. NO. 221— ABST. NO. 33 — — — — 20 20'FOS_TER_CROSSING ROAD o o c� -N89'41'14�vW' R 3/41.R.F. 208.76' (C.R. 366) DISTURBED REFERENCE BEARING R woo woo `r a c� z o ¢ z O EXIST. 40' R.O.W. EXIST. 40' R.O.W. N84'12'58"W - 209.76' t=n `" N C3 o N ° a I PER. DOC. N0. PER. DOC. N0. 20 PERMANENT w o �? w o v 7 �" J 20150427000472810 20040511000686520 MARTHA LEE MCDOWELL r` r, ; to o rn D.R.C.C.T. VOL. 5666, PG. 1155 WATER LINE I DOC. NO. 20070227000261730 N o N M = N o W �° a ANDREW JR. &o D.R.C.C.T. D.R.C.C.T. EASEMENT z z m z v U L. LUSCOMBE NO. (CALL.o AC.)QOJQ D. E. W. 0. 096 ACRE C 0 � o � DOC. 20101129001294960 D.R.C.C.T. (CALLED 3.600 AC.) BABB SURVEY 4� 176 S.F. ABSTRACT 33 PARCEL NO. 5 NOTES: CITY OF ANNA, TEXAS 1. BEARINGS AND DISTANCES CITED ON THIS PLAT OF T ARE BASED ON THE TEXAS STATE PLANE Q;.sr -f- COORDINATE SYSTEM, NAD-83, TEXAS NORTH JOAN LESLIE LUSCOMBE CENTRAL ZONE 4202, GRID TO SURFACE SCALE FACTOR 1.000148185. ....;.......................... DEREK B. CHANEY PERMANENT WATER LINE EASEMENT 2. FIELD SURVEYS CONCLUDED ON AUGUST 5, 2015. ' ° 6525 �qti °FFss��o BIRKHOFF, HENDRICKS & CARTER, 1 L.L.P. Februa O P PROFESSIONAL ENGINEERS ry 3. A FIELD NOTE DESCRIPTION OF EVEN DATE �%�0 U HEREWITH ACCOMPANIES THIS EXHIBIT. _/ TBPE FirmNo. 526; T13PLS Firm No. 10031800 2016 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 Page 2 of2 i Item No. 9. City Council Agenda Staff Report Meeting Date: 4/25/2017 YOUR} HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Resolution finding a public necessity and authorizing the City Staff to use lawful means, including negotiations and if necessary proceedings in eminent domain, to acquire an easement on private property owned by the Luscombe Family Trust & Trust B Credit Shelter Trust. (Joseph Johnson) SUMMARY: The City is working on the design of a new water main line that is necessary to accommodate the current and future growth of our city. The water line will run parallel to Foster Crossing Road between Pecan Grove Dr. and the DART railroad just east of SH 5 (Powell Parkway). I n order to construct this water line, the City will need to acquire an easement across property owned by the Luscombe Family Trust & Trust B Credit Shelter Trust. The attached resolution authorizes Staff to negotiate, and, if necessary, initiate the use of eminent domain to acquire the needed easement. STAFF RECOMMENDATION: Staff recommends approval of the attached Resolution. A motion to approve the Resolution should be made precisely as follows as prescribed by law: "I move that the City of Anna, Texas authorize the use of the power of eminent domain to acquire 0.700 acres of land, more or less, for a permanent water line easement, and 0.700 acres of land, more or less, for a temporary construction easement, said tracts located in the E. Shelby Survey, Abstract No. 839, Collin County, Texas, and being over, under and across a called 47.265 acre tract of land conveyed to the Luscombe Family Trust & Trust B Credit Shelter Trust. by deed recorded in Document Number 20110527000548820 of the Deed Records of Collin County, Texas (D.R.C.C.T.), said 0.700 acres and 0.700 acres being more particularly described by the metes and bounds description set forth in Exhibit "A" to this resolution, which I incorporate in full into my motion." ATTACHMENTS: Description Upload Date Type Luscombe Trust Resolution 4/18/2017 Resolution Exhibit A 4/4/2017 Exhibit CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, FINDING THAT A PUBLIC NECESSITY EXISTS FOR ACQUISITION OF A PERMANENT WATER LINE EASEMENT AND A TEMPORARY CONSTRUCTION EASEMENT PROVIDING LIMITED RIGHTS ON AND UNDER 0.700 ACRES OF REAL PROPERTY, MORE OR LESS, AND 0.700 ACRES OF REAL PROPERTY, MORE OR LESS; AUTHORIZING THE CITY MANAGER, STAFF, CONTRACTORS, AND THE CITY'S ATTORNEYS TO ACQUIRE SAID EASEMENTS BY ANY LAWFUL MEANS, INCLUDING BUT NOT LIMITED TO NEGOTIATIONS, AND, IF NECESSARY, PROCEEDINGS IN EMINENT DOMAIN; PROVIDING AN EFFECTIVE DATE. WHEREAS, the City of Anna plans to construct and/or install water lines and associated facilities to meet the public need to provide water system improvements to benefit the City of Anna, its citizens and the general health, safety and welfare; and WHEREAS, it is necessary to acquire a certain permanent water line easement and temporary construction easement not now held by the City of Anna for such water system improvements; and WHEREAS, it is necessary for the City to use its authority to pursue negotiations for the acquisition of said easements and/or to pursue the easements under power of eminent domain; and WHEREAS, the City Council of the City of Anna, Texas ("City Council"), after careful consideration, finds that a public necessity exists for acquisition of a permanent water line easement and a temporary construction easement, providing limited rights on and under 0.700 acres of real property, more or less, and 0.700 acres of real property, more or less, which is more particularly described in Section 2 of this resolution, for the purposes of installation, maintenance, replacement, and/or repair of water lines, and benefiting the public health, safety and welfare; NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Incorporation of Recitals; Purpose 1.01 The City Council finds that the above -stated recitals are true and correct and said recitals are incorporated herein as if set forth in full for all purposes. 1.02 This resolution is intended to comply in all respects with Texas Government Code § 2206.001, et seq., Texas Local Government Code § 251.001, et seq., CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 1 OF 3 and Texas Property Code § 21.001 et seq., to the extent the provisions of such statutes are applicable. 1.03 The City Council, by this resolution, intends, if necessary, to exercise the City's powers of eminent domain under Texas Local Government Code § 251.001 and any and all other applicable statutes. Section 2. Easements to be Acquired 2.01 The necessary permanent water line easement sought to be acquired will provide limited rights on and under a portion of a tract, said portion totaling approximately 0.700 acres of real property (the "Water Line Easement"), held by the Luscombe Family Trust & Trust B Credit Shelter Trust and/or others. Said approximate 0.700 acres of real property is generally aligned and described in Exhibit A, attached to this resolution and incorporated herein by reference as if fully set forth for all purposes. The precise permanent easement to be acquired may differ from what is shown in said alignment and description but said alignment and description approximates the general route and general area of the permanent water line easement. 2.02 The necessary temporary construction easement sought to be acquired will provide limited rights on and under a portion of a tract, said portion totaling approximately 0.700 acres of real property (the "Temporary Construction Easement"), held by the Luscombe Family Trust & Trust B Credit Shelter Trust and/or others. Said approximate 0.700 acres of real property is generally aligned and described in Exhibit A, attached to this resolution and incorporated herein by reference as if fully set forth for all purposes. The precise temporary easement to be acquired may differ from what is shown in said alignment and description but said alignment and description approximates the general route and general area of the temporary construction easement. Section 3. Finding of Public Necessity and Authorization to Take Action 3.01 The City Council finds a public necessity for the public welfare and convenience to acquire the Water Line Easement and the Temporary Construction Easement identified in Section 2, above, for the purpose of constructing, laying, maintaining, repairing and/or replacing water lines. The City Council authorizes the City Manager, City staff and/or City consultants or contractors, and, Wolfe, Tidwell & McCoy, LLP, attorneys, and other legal counsel if determined necessary by said attorneys, to acquire the needed Water Line Easement and the Temporary Construction Easement by any lawful means CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 2 OF 3 including but not limited to negotiations with landowners and, if necessary, proceedings in eminent domain. 3.02 The City Council by this resolution directs the City Manager, his staff, and Wolfe, Tidwell & McCoy, LLP, attorneys and other legal counsel if determined necessary by said attorneys, —as necessary and in the appropriate sequence —to have the Water Line Easement and the Temporary Construction Easement appraised by a certified appraiser, to send the landowner(s) a copy of the appraisal and the landowner's bill of rights statement, to enter into good -faith negotiations with the landowner(s), to make a bona -fide offer and make any necessary initial and final monetary offers in an attempt to acquire the Water Line Easement and the Temporary Construction Easement consistent with the appraisal(s), when appropriate, and to convey the City's desire to acquire the Water Line Easement and the Temporary Construction Easement in an efficient manner, and, if necessary, to institute proceedings in eminent domain and take all necessary actions in such proceedings to condemn and acquire the Water Line Easement and the Temporary Construction Easement. The City Council hereby authorizes and ratifies any such actions taken thus far, and hereby further asserts its full authority, to the greatest extent provided by law, to acquire the Water Line Easement and the Temporary Construction Easement identified in Section 2, above. Section 4. Effective Date. This resolution shall take effect immediately upon its passage. PASSED AND APPROVED by the City Council of the City of Anna, Texas, this 25t" day of April, 2017. ATTESTED: APPROVED: City Secretary, Carrie L. Smith Mayor, Mike Crist CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 3 OF 3 W. Foster Crossing Road Water Line The Luscombe Family Trust & Trust B Credit Shelter Trust EXHIBIT "A" FIELD NOTE DESCRIPTION PERMANENT WATER LINE EASEMENT CITY OF ANNA, TEXAS . Parcel No. 2 21512016 Being a parcel of land 20 feet in width for a permanent water line easement in the E. Shelby Survey, Abstract No. 839, Collin County, Texas, and being over, under and across a called 47.265 acre tract of land conveyed to The Luscombe Family Trust & Trust B Credit Shelter Trust by deed recorded in Document Number 20110527000548820 of the Deed Records of Collin County, Texas, (D.R.C.C.T.), said 20-foot wide permanent water line easement being more particularly described as follows: BEGINNING at a point for corner, said point being in the common most southerly east property line of said 47.265 acre Luscombe Family Trust tract and in the west line of a called 11.159 acre tract of land conveyed to Joan Leslie Luscombe by deed recorded in Document Number 20150318000293470 of the D.R.C.C.T., said point bears N 0°44'13" W, a distance of 34.48 feet from a capped 1/2-inch iron rod found in the said common property line of said 47.265 acre Luscombe Family Trust tract and said 11.159 acre Joan Leslie Luscombe tract, said point also bears S 0°44'13" E, a distance of 353.96 feet from a capped 1/2-inch iron rod found at a southeast internal corner of said 47.265 acre Luscombe Family Trust tract and the northwest corner of said 11.159 acre Joan Leslie Luscombe tract; THENCE S 0-44'13" E (S 1'25'13" E per recorded deed of said 47.265 acre Luscombe Family Trust tract), along the said common property line, a distance of 20.01 feet to a point for corner; THENCE N 8902719" W, departing said common property line and being a 40-feet perpendicular distance from and parallel to the south property line of said 47.265 acre Luscombe Family Trust tract, a distance of 1525.63 feet to a point for a corner, said point being in the common west property line of said 47.265 acre Luscombe Family Trust tract and in the east property line of a called 2.536 acre tract of land conveyed to Foster Crossing, LTD. by deed recorded in Document Number 20030910001814600 and Volume 5499, Page 2057 of the D.R.C.C.T.; THENCE N 002703" E (S 0014'23" E per recorded deed of said 47.265 acre Luscombe Family Trust tract), along said common property line, a distance of 20.00 feet to a point for corner; THENCE S 89027'19" E, departing said common property line and being a 60-feet perpendicular distance from and parallel to the south property line of said 47.265 acre Luscombe Family Trust tract, a distance of 1525.22 feet to the POINT OF BEGINNING, said permanent water line easement containing 0.700 acre of land, more or less. Also, a 20 foot Temporary Construction Easement being immediately adjacent to and parallel with the north leg of the above described permanent water line easement and containing 0.700 acre of land, more or less. Notes: 1. Bearings and distances cited in this field note description are based on the Texas State Plane Coordinate System, NAD-83, Texas North Central Zone 4202. 2. Field survey concluded on August 5, 2015. 3. An Easement Plat of even date herewith accompanies this Field Note Description. Derek B. Chaney, P.E., R.P.L.S. Texas Registration No. 6523 Birkhoff, Hendricks & Carter, L.L.P. TBPLS Firm No. 100318-00 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 Phone: 214-361-7900 zy17; I- F QEREK B •CHANEY ......................... 6523 .SURV HAProjects\Ama\20l5l04 W. Foster Crossing Road Water LineTasement Plats\Descriptions\Parcel 02-Luscombe Family Trust.docx Page 1 of 2 o Ia a N c O H U a v d� E o I Zoe NrnN c O C, CV woIL w .�.- U O N J 3 �prn 0 ozLo 0 U .J FOSTER CROSSING, LTD. ` DOC. NO. 20030910001814600 VOL. 5499, PG. 2057 D.R.C.C.T. (CALLED 0.267 AC.) 20' PERMANENT WATER LINE 0.700 ACRE (30, 512 S. F. d � , N027'O.i"E 20.00' 0 _(DEED CALL— S00.14'231) 3 Rom-• - - 0 7 C. CARTER SURVEY ABSTRACT 221 ry N I NOTES: PECAN GROVE PHASE 1 SUBDIVISION NO. S8775 CAB. Q, PG. 555 P.R.C.C.T. pglli (CALLED 49.068 AC.) d 1 1 I 1 p SUBDIVISION LINE E. SHELBY SURVEY ABSTRACT 839 THE LUSCOMBE FAMILY TRUST & TRUST B CREDIT SHELTER TRUST DOC. NO. 20110527000548820 D.R.C.C.T. (CALLED 47.265 AC.) S89 27'19 "E 1525.22' 20'- f' r 7 7 7 7 EXHIBIT "All 0 200 HORIZONTAL SCALE IN FEET SCALE: 1 "=200' 1/2" I.R.F.C. R REFERENCE BEARING SO'44'13"E — 353.96.-4 JOAN LESLIE LUSCOMBE DOC. NO. 20150318000293470 10' TEMPORARY D.R.C.C.T. (CALLED 11.159 AC.) RUC77ON EASEMENT POINT OF 0.700 ACRE � (JO,500 S.F.) RJ I L BEGINNING 8 s 19w L40' � W. FOSTER CROSSING ROAD (C.R. 366)(PRESCRIFM R.O.W.) MARTHA LEE JONES DOC. NO. 19870702000447000 VOL. 2661, PG. 400 D.R.C.C.T. (CALLED 65.150 AC.) 0 1. BEARINGS AND DISTANCES CITED ON THIS PLAT Q•F T��1 ARE BASED ON THE TEXAS STATE PLANE COORDINATE SYSTEM, NAD-83, TEXAS NORTH 1 CENTRAL ZONE 4202, GRID TO SURFACE SCALE to FACTOR 1.000148185. DEREtt B. CHANEY LO N 2. FIELD SURVEYS CONCLUDED ON AUGUST 5. 2015. ............................. q 6523 °fiFss�o.04 N 3. A FIELD NOTE DESCRIPTION OF EVEN DATE v� HEREWITH ACCOMPANIES THIS EXHIBIT. O SURD r,Gy`/ _S0'44'13"E 20.01 ' (DEED CALL—S01'25'13"E) REFERENCE BEARING NO'44'13"W — 34.48' 1/2" I.R.F.C. PARCEL NO. 2 CITY OF ANNA, TEXAS THE LUSCOMBE FAMILY TRUST & TRUST B CREDIT SHELTER TRUST PERMANENT WATER LINE EASEMENT BIRKHOFF, HENDRICKS & CARTER, L.L.P. February PROFESSIONAL ENGINEERS TBPE Firm No. 526; TBPLS Firm No. 10031800 2016 11910 Greenville Ave., Suite 600 Dallas, Texas 75243 (214) 361-7900 Page 2 i Item No. 10. City Council Agenda Staff Report Meeting Date: 4/25/2017 YOUR} HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Resolution appointing a Charter Review Commission. (City Manager) SUMMARY: At least once every six (6) years, the City Council must appoint a Charter Review Commission. The last Commission was appointed in 2011. The Commission must consist of at least ten (10) citizens of the City all of whom must be qualified voters in the City. The Charter Review Commission is charged with the following responsibilities: 1. inquire into the operation of the City government under the Charter and determine whether any provisions of the City Charter require revision; 2. propose any recommendations it deems desirable to insure compliance with the Charter of the City government; and 3. report its findings and present its recommendations to the City Council. The City Council: must receive and have published in the official newspaper of the City a summary of the report presented by the Commission; must consider any recommendations made; and may order any amendments suggested to be submitted to the voters of the City. The term of office of the Commission must be for not more than six months, at the end of which time a report must be presented to the City Council. All records of proceedings of the Commission must be filed with the City Secretary and become a public record. The City Council must name the persons who will serve on the Commission, and also name the Commisison Chair and Vice Chair as outlined in the attached Resolution. The Resolution also states that the City Manager, City Attorney, and City Secretary (the "City Council Appointees") shall attend all meetings of the Charter Review Commission and shall serve in an advisory capacity to the Commission. STAFF RECOMMENDATION: Staff recommends that the Council consider the appointment of citizens with previous experience and/or knowledge of the City and its operations. ATTACHMENTS: Description Upload Date Type Charter Review Resolution 3/30/2017 Resolution CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPOINTING A CHARTER REVIEW COMMISSION WHEREAS, the City of Anna, Texas Home -Rule Charter (the "Charter") was originally adopted by vote of the people of the City of Anna, Texas on May 7, 2005; and WHEREAS, the Charter was amended on November 4, 2008 and May 12, 2012; and WHEREAS, Section 11.07 of the Charter states that the City Council of the City of Anna, Texas (the "City Council") must appoint a Charter Review Commission (the "Commission") at least once every six years and that said Commission must consist of at least ten citizens of the City; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS THAT: Section 1. Recitals Incorporated The recitals set forth above are incorporated herein for all purposes as if set forth in full. Section 2. Charter Commission Appointed In accordance with Section 11.07 of the City of Anna, Texas Home -Rule Charter, the following persons are hereby appointed to serve on the Charter Review Commission: Section 3. Appointment of Presiding Officers Charter Review Commission Chair, and hereby appointed to serve as the Vice Chair. Section 4. Additional Appointees, Role is hereby appointed to serve as the is CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 1 OF 2 The City Manager, City Attorney, and City Secretary (the "City Council Appointees") shall attend all meetings of the Charter Review Commission and shall serve in an advisory capacity to the Commission. The duties of the Council Appointees include assisting and advising the Commission with regard to meeting schedules, meeting agendas, meeting procedures, and legal and operational matters related to Charter and City operations. City Council Appointees shall participate in the deliberations of the Commission but shall not vote on the Commission's final report and recommendations to the City Council. The City Secretary shall keep the minutes of the proceedings of all Commission meetings. Section 5. Duties of the Commission In accordance with Section 11.07 of the Charter, the Commission is charged with the following duties: 1. Inquire into the operation of the City government under the Charter and determine whether any provisions of the Charter require revision; 2. Propose any recommendations it deems desirable to insure compliance with the Charter of the City government; and 3. Report its findings and present its recommendations to the City Council. Section 6. Term of Office The term of office of the Commission shall be for not more than six months, at the end of which time a report must be presented to the City Council and all records of proceedings of the Commission must be filed with the City Secretary and become a public record. Section 7. Rules of Procedure All meetings of the Commission shall be governed by the rules of procedure adopted by the City Council in Resolution No. 2010-11-05, and shall further be conducted in accordance with the Texas Open Meetings Act. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this day of 12017. ATTEST: APPROVED: Carrie L. Smith, City Secretary Mayor, Mike Crist CITY OF ANNA, TEXAS RESOLUTION NO. PAGE 2 OF 2