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HomeMy WebLinkAboutCCpkt 2017-07-25 AGENDA City Council Work Session Tuesday, July 25, 2017 @ 6:30 PM A nna City Hall, Council Chambers 111 N. P owell Parkway, A nna, Texas 75409 T he City C ouncil of the City of Anna will meet in Work Session at 6:30 P M, on J uly 25, 2017, at the A nna C ity Hall, L ocated at 111 North P owell Parkway (Hwy 5), to consider the following items. 1.C all to O rder, R oll Call and E stablishment of Quorum 2.B rief ing/Discussion regarding E nterprise F leet Management vehicle replacement and maintenance program. (D ana T hornhill). a 3.C L O S E D S E S S I O N (E X C E P T I O NS ) Under Tex. Gov't Code Chapter 551, the City Council may enter i nto closed session to discuss any items listed or referenced on this agenda under the fol lowing 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 D isciplinary Rules of Professional C onduct of the S tate Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov’t Code §551.071). a b.Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov’t C ode §551.072); acquisition of right-of-way, easements, and land f or parks and municipal f acilities. a c.Discuss or deliberate E conomic Development Negotiations: (1) To discuss or deliberate regarding commercial or f inancial inf ormation that the C ity has received f rom a business prospect that the C ity seeks to have locate, stay, or expand in or near the territory of the City of Anna and with which the City is conducting economic development negotiations; or (2) To deliberate the offer of a financial or other incentive to a business prospect described by subdivision (1). (Tex. Gov’t C ode §551.087); discuss proposed residential development. a The Council further reserves the right to enter i nto executive session at any time throughout any duly noticed meeting under any applicable exception to the Open Meetings Act. 4.C onsider/Discuss/A ction 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 C ouncil meeting occurring on the same date as the meeting noticed in this agenda. 5.A djourn. T his is to certify that I , Carrie L . S mith, City S ecretary, posted this agenda at a place readily accessible to the public at the A nna City Hall and on the C ity Hall bulletin board at or before 5:00 p.m. on 21st day of J uly 2017. ___________________________________ Carrie L . Smith, City S ecretary 1. The Council may vote and/or act upon each of the items listed in this agenda. 2. The C ounc il reserves the right to retire into executive session c oncerning any of the items listed on this agenda, whenever it is considered nec essary and legally justified under the Open Meeting Act. 3. Persons with a disability who want to attend this meeting who may need assistanc e should c ontact the City S ec retary at 972 924-3325 two working day s prior to the meeting so that appropriate arrangements c an be made. Item No. 2. C ity C ouncil Agenda S taf f R eport Meeting Date: 7/25/2017 AG E ND A IT E M : B riefing/Discussion regarding Enterprise F leet Management vehicle replacement and maintenance program. (Dana Thornhill). S UM M ARY: I n order to improve the City’s ability to budget for f uture fleet replacements, the proposed F Y 18 budget includes funding f or an equity lease agreement with E nterprise F leet Management for vehicle replacement and maintenance services. T his will allow the City to replace vehicles in a more timely manner which reduces maintenance and f uel costs and allows the City to receive a larger amount of equity out of the sale of the vehicles. W ith this program, all maintenance costs will be a f ixed f or non-emergency vehicles. S upervisors will also have access to a dashboard to track f uel costs and receive maintenance alerts to ensure needed work is completed. A brief synopsis of the program is attached and a representative from E nterprise will brief the C ouncil during our meeting on Tuesday. S TAF F RE C O M M E ND AT IO N: T he program is recommended as part of the proposed F Y 18 Budget. AT TAC HM E NT S: D escription Upload D ate Type F leet P roposal S ynopsis 7/21/2017 Backup Material City of Anna 3223 North Powel Pkwy. Anna, TX 75409 Enterprise Fleet Management, Inc. Enterprise Fleet Management 600 Corporate Park Drive St. Louis, MO 63105 314-512-5000 Main 314-518-5583 Fax Jennifer Bertram Senior Account Executive 1420 W. Mockingbird Lane, Ste. 640. Dallas, TX 75247 469-358-4304 Cell 866-599-4639 Fax Jennifer.l.bertram@efleets.com Impact of Partnership Situation  Cities today are tasked to do more with less and face similar challenges o Limitations on Revenue Sources o Unfunded Pension Costs o Post-Employment Benefits o Health Insurance Industry changes from Federal Legislation Objectives  Identify cost saving opportunities within the city’s fleet of vehicles and create a sustainable plan moving forward o 38% of the light and medium duty fleet is currently 5 years or older o Reduce Capital Outlay  Leverage Government buying power while capitalizing on high resale market  Utilizing alternative funding mechanisms  Free up more than $69,500 from the salvage of 10 vehicles in the first year  Increase Cash Flow in Year 1 by $110,000 compared to average annual capital budget o Provide a lower sustainable fleet cost that is predictable year over year o Newer vehicles have  Lower maintenance costs  Better fuel technology that will reduce the carbon footprint of the city  The highest safety standards to protect your employees and citizens o Implement fleet management tools and technology  Assigned Local Account Team to analyze current holding costs and provide future recommendations  Online dashboard to capture all fleet expenditures and consolidate information  Automatic service alerts for routine maintenance  Piggyback The T.I.P.S awarded RFP #2072513 that addresses the following: o Access to all fleet management services as applicable to the needs of the city o Supports the city’s need for fleet evaluation on a quarterly basis assessing costs and reviewing best practices Current Partners in Texas  City of Waxahachie  City of San Marcos  City of Fredericksburg  San Marcos  City of Orange  City of Beaumont  City of Alvin  City of Big Spring  Ellis County  Webb County  University of North Texas  City of Pampa  City of Kennedale  Texas State University  University of Texas at Dallas  Deer Park ISD REFERENCES Below is a list of at least three (4) client/customer references including company name, contact person, and telephone number. 1. Company Name: City of Waxahachie Business Phone #: 830-990-2029 Contact Person: Michael Scott, Assistant City Manager 2. Company Name: City of Fredericksburg Business Phone #: 830-990-2029 Contact Person: Lea Feuge, Engineering 3. Company Name: City of San Marcos Business Phone #: 512-393-8176 Contact Person: Heather Hulbert, Director of Finance 4. Company Name: City of Pampa Business Phone #: 806-669-5750 Contact Person: Shane Stokes, City Manager AGENDA Regular City Council Meeting Tuesday, July 25, 2017 @ 7:30 PM A nna City Hall, Council Chambers 111 N. P owell Parkway, A nna, Texas 75409 T he C ity C ouncil of the City of A nna will meet in Regular S ession at 7:30 P M, on J uly 25, 2017, at the Anna C ity Hall, L ocated at 111 North P owell 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.C all to O rder, R oll Call and E stablishment of Quorum. 2.I nvocation and Pledge of Allegiance. 3.C itizen Comments. Citizens are allowed three mi nutes 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 inqui ry. 4.R eceive reports f rom S taff or the City Council about items of community interest. Items of community interest include: expressions of thanks, congratulations, or condol ence; information regarding holi day schedules; an honorary or salutary recogni ti on of a public offi cial, public empl oyee, or other citizen (but not incl uding a change in status of a person's publ ic office or publ ic employment); a remi nder 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 schedul ed to be attended by a member of the governi ng body or an official or employee of the muni cipality; and announcements i nvolving an imminent threat to the public health and safety of people in the munici pality that has arisen after the posting of the agenda. a.Discussion regarding potential C ity C ouncil vacancy. (City Manager) a 5.C onsent I tems. These items consi st of non-controversial or "housekeeping" items required by law. Items may be considered indivi dual ly by any Council member making such request prior to a motion and vote on the Consent Items. a.A pprove Council Minutes for J uly 11, 2017. a b.Review Minutes of the J une 5, 2017 P lanning and Z oning Meeting a c.Resolution approving a final plat of A nna Town C enter Block A , L ot 2. (Maurice S chwanke) a d.Resolution approving a S ite P lan and L andscape P lan for A nna Town Center B lock A , L ot 2. (Maurice S chwanke) a e.Resolution approving the L uscombe development plat. (Maurice S chwanke) a 6.P resentation of the proposed F Y 2017-2018 Budget. (Dana T hornhill) a 7.C onsider/Discuss/A ction regarding a R esolution naming the date and place of a public hearing on the F Y 2017-2018 B udget. (Dana Thornhill) a 8.C onsider/Discuss/A ction regarding a R esolution accepting the final design of the C ity of Anna Community Brand I dentity P roject as presented by North Star D estination Strategies and authorizing the implementation of the new brand identity throughout the City. (J esscia P erkins) a 9.C onsider/Discuss/A ction regarding a R esolution awarding bids and authorizing the C ity Manger to execute contracts for the Natural S prings P ark B uilding I mprovement Project. (Maurice S chwanke) a 10.C onsider/Discuss/A ction regarding Resolution authorizing the City Manager to solicit bids for the 2017 A nnual S treet R ehabilitation P roject. (J oseph J ohnson) a 11.C L O S E D S E S S I O N (E X E C E P T I O NS ) Under Tex. Gov't Code Chapter 551, the City Council may enter i nto closed session to discuss any items listed or referenced on this agenda under the fol lowing 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 D isciplinary Rules of Professional C onduct of the S tate Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov’t Code §551.071). a b.Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov’t C ode §551.072); acquisition of right-of-way, easements, and land f or parks and municipal f acilities. a c.Discuss or deliberate E conomic Development Negotiations: (1) To discuss or deliberate regarding commercial or f inancial inf ormation that the C ity has received f rom a business prospect that the C ity seeks to have locate, stay, or expand in or near the territory of the City of Anna and with which the City is conducting economic development negotiations; or (2) To deliberate the offer of a financial or other incentive to a business prospect described by subdivision (1). (Tex. Gov’t C ode §551.087); discuss proposed residential development. a 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.C onsider/Discuss/A ction 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 C ouncil meeting occurring on the same date as the meeting noticed in this agenda. 13.A djourn. T his is to certify that I , Carrie L . S mith, City S ecretary, posted this agenda at a place readily accessible to the public at the A nna City Hall and on the C ity Hall bulletin board at or before 5:00 p.m. on 21st day of J uly 2017 ___________________________________ Carrie L . Smith, City S ecretary 1. The Council may vote and/or act upon each of the items listed in this agenda. 2. The C ounc il reserves the right to retire into executive session c oncerning any of the items listed on this agenda, whenever it is considered nec essary and legally justified under the Open Meeting Act. 3. Persons with a disability who want to attend this meeting who may need assistanc e should c ontact the City S ec retary at 972 924-3325 two working day s prior to the meeting so that appropriate arrangements c an be made. Item No. 5.a. C ity C ouncil Agenda S taf f R eport Meeting Date: 7/25/2017 AG E ND A IT E M : A pprove Council Minutes for J uly 11, 2017. S UM M ARY: S TAF F RE C O M M E ND AT IO N: AT TAC HM E NT S: D escription Upload D ate Type Proposed Minutes 7/20/2017 Exhibit A NNA C I T Y C O UNC I L M INUT E S W O R K S E S S I O N J uly 11, 2017 T he City C ouncil of the C ity of A nna met in Work S ession on the above date at Anna C ity Hall, located at 111 North P owell P arkway (Hwy 5), to consider the f ollowing items. 1.C all to Order, Roll Call and E stablishment of Quorum Mayor Crist called the meeting to order at 6:30 p.m. C ouncil Member Martinez was absent. 2.P resentation/B riefing regarding community branding project. (J essica P erkins) 3.C L O S E D S E S S IO N (E X C E P T IO NS ) Under Tex. Gov't Code Chapter 551, the City Council may enter i nto closed session to discuss any items listed or referenced on this agenda under the fol lowing 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 D isciplinary Rules of Professional C onduct of the S tate Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov’t Code §551.071). a b.Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov’t C ode §551.072); acquisition of right-of-way, easements, and land f or parks and municipal f acilities. a c.Discuss or deliberate personnel matters (Tex. Gov’t Code §551.074); discuss appointments/reappointments to boards and commissions. a d.Discuss or deliberate E conomic Development Negotiations: (1) To discuss or deliberate regarding commercial or f inancial inf ormation that the C ity has received f rom a business prospect that the C ity seeks to have locate, stay, or expand in or near the territory of the City of Anna and with which the City is conducting economic development negotiations; or (2) To deliberate the offer of a financial or other incentive to a business prospect described by subdivision (1). (Tex. Gov’t C ode §551.087); discuss proposed residential development. a MOTION: Council Member Beazley moved to enter closed session. Mayor Crist seconded. Motion carried 6-0. Mayor Crist recessed the open meeting at 7:02 p.m. Mayor Crist reconvened the open meeting at 7:29 p.m. The Council further reserves the right to enter into executive session at any time throughout any duly noticed meeting under any applicable exception to the Open Meetings Act. 4.Consider/Discuss/Action on any items listed on any agenda—work session, regular meeting, or closed session—that is duly posted by the City of Anna for any City Council meeting occurring on the same date as the meeting noticed in this agenda. MOTION: Council Member Bryan moved to take no action. Mayor Crist seconded. Motion carried 5-0. Council Member Miller stepped out of the room. 5.Adjourn. MOTION: Council Member Beazley moved to adjourn. Council Member Bryan seconded. Motion carried 6-0. Mayor Crist adjourned the meeting at 7:30 p.m. Approved on the 25th day of July, 2017. ________________________ Mayor Mike Crist ATTEST: __________________________ City Secretary Carrie L. Smith A NNA C I T Y C O UNC I L M INUT E S R E G UL A R S E S S I O N J uly 11, 2017 1.C all to Order/Roll Call and E stablishment of Quorum Mayor Crist called the meeting to order at 7:33 p.m. C ouncil Member Martinez was absent. 2.Invocation and P ledge of Allegiance. Mayor Crist led the invocation and pledge. 3.C itizen Comments. Citizens are allowed three mi nutes 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 inqui ry. A ndrew Michrina, 902 Fulborne Dr - spoke on the need for a dog park and restrooms and regarding the mowing and trimming needs throughout the parks. Marietta S chell, 2115 Taylor - recommended citizen's comments be moved to the end of the meeting. R ecommended C ouncil contact T X DoT requesting traffic signals throughout the city. Requested the public have a vote on the logo. 4.Receive reports from S taff or the City C ouncil about items of community interest. Items of community interest include: expressions of thanks, congratulations, or condol ence; information regarding holi day schedules; an honorary or salutary recogni ti on of a public offi cial, public empl oyee, or other citizen (but not incl uding a change in status of a person's publ ic office or publ ic employment); a remi nder 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 schedul ed to be attended by a member of the governi ng body or an official or employee of the muni cipality; and announcements i nvolving an imminent threat to the public health and safety of people in the munici pality that has arisen after the posting of the agenda. 5.C onsent Items. These items consi st of non-controversial or "housekeeping" items required by law. Items may be considered indivi dual ly by any Council member making such request prior to a motion and vote on the Consent Items. a.A pproval of C ity C ouncil Minutes f or J une 27, 2017. MO T I O N: C ouncil Member B eazley moved to approve the consent agenda. Council Member Miller seconded. Motion carried 6-0. 6.C onsider/Discuss/Action regarding a Resolution accepting the final design of the C ity of Anna C ommunity Brand Identity Project as presented by North S tar Destination S trategies and authorizing the implementation of the new brand identity throughout the C ity. (J esscia P er kins) a MO T I O N: Council Member B urr moved to approve the proposed logo. Council Member Beazley seconded. Motion f ailed 3-3. Pelham, B ryan and Miller opposed. MO T I O N: Council Member Pelham moved to bring this item to the next regular meeting. C ouncil Member B ryan seconded. Motion carried 6-0. 7.C onsider/Discuss/Action r egarding a Resolution amending the P ersonnel P olicy M anual. (C ity M anager) a MO T I O N: C ouncil Member Pelham moved to approve. C ouncil Member Bryan seconded. Motion carried 5-1. C ouncil Member B eazley opposed. 8.B r iefing/Discussion regarding the F Y 17 and preliminary draft F Y 18 B udgets. (Dana T hornhill) a 9.B r iefing/Discussion regarding property tax exemptions and tax freeze. (City M anager) a 10.C L O S E D S E S S IO N (E X E C E P T IO NS ) Under Tex. Gov't Code Chapter 551, the City Council may enter i nto closed session to discuss any items listed or referenced on this agenda under the fol lowing 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 D isciplinary Rules of Professional C onduct of the S tate Bar of Texas clearly conflicts with Chapter 551 of the Government Code (Tex. Gov’t Code §551.071). a b.Discuss or deliberate the purchase, exchange, lease, or value of real property (Tex. Gov’t C ode §551.072); acquisition of right-of-way, easements, and land f or parks and municipal f acilities. a c.Discuss or deliberate personnel matters (Tex. Gov’t Code §551.074); discuss appointments/reappointments to boards and commissions. a d.Discuss or deliberate Economic Development Negotiations: (1) To discuss or deliberate regarding commercial or financial information that the City has received from a business prospect that the City seeks to have locate, stay, or expand in or near the territory of the City of Anna and with which the City is conducting economic development negotiations; or (2) To deliberate the offer of a financial or other incentive to a business prospect described by subdivision (1). (Tex. Gov’t Code §551.087); discuss proposed residential development. a 11.Consider/Discuss/Action on any items listed on the posted agenda or any closed session occurring during this meeting, as necessary MOTION: Council Member Beazley moved to take no action. Mayor Crist seconded. Motion carried 6-0. 12.Adjourn. MOTION: Council Member Bryan moved to adjourn. Council Member Beazley seconded. Motion carried 6-0. Mayor Crist adjourned the meeting at 10:07 p.m. Approved on the 25th day of July, 2017. ________________________ Mayor Mike Crist ATTEST: __________________________ City Secretary Carrie L. Smith Item No. 5.b. C ity C ouncil Agenda S taf f R eport Meeting Date: 7/25/2017 AG E ND A IT E M : Review Minutes of the J une 5, 2017 P lanning and Z oning Meeting S UM M ARY: S TAF F RE C O M M E ND AT IO N: AT TAC HM E NT S: D escription Upload D ate Type 6-5-17 P &Z Minutes 7/7/2017 Exhibit MINUTES PLANNING AND ZONING COMMISSION REGULAR MEETING June 5 , 2017 The Planning and Zoning Commission of the City of Anna held its regular meeting on June 5, 2017 at 7:00 p.m., at the Community Room of the Anna City Hall Administration Building located at 111 North Powell Parkway (Hwy 5), to consider the following items. 1. Call to order and establishment of quorum. The meeting was called to order at 7:01 p.m. Members present were Janine Johnson, Sandy Setliff, Wayne Barton, Danny Ussery. Don Callaham, Donald Henke and Christian Landers were absent. Staff present was Maurice Schwanke and Daniel Harper, 2. Invocation and Pledge of Allegiance Mr. Schwanke gave the invocation and led the Pledge of Allegiance. 3. Consider/Discuss/Acton recommendation regarding "McCutchen Addition" development plat. Mr. Schwanke gave apresentation. -The development plat is located within Anna's exterritorial jurisdiction and generally known as 8161 County Road 506. The owner is proposing to build a house on the property. Mr. Schwanke noted that the submittal meets the City of Anna development plat requirements. The Staff recommends approval of the plat. A motion was made by Commissioner Setliff, seconded by Commissioner Ussery to recommend approval of the "McCutchen Addition" development plat. The vote was unanimous. 4. Consider/Discuss/Acton recommendation regarding "East Fork Estates Lot 21- R1 and Lot 21-R2, Block A" re plat. Mr. Schwanke gave a presentation. The re -plat contains 5.01 acres. The new owner of lot 21-R2 requested this re -plat in order to be allowed building permits to expand his home. The owner of lot 21-R1 agrees to the conditions of this re - plat and was included in the application. The re -plat is in conformance with the existing zoning. The staff is recommends approval of the re -plat. A motion was made by Commissioner Ussery, seconded by Commissioner Setliff to recommend approval of the "East Fork Estates Lot 21-R1 and Lot 21-R2, Block A" re -plat. The vote was unanimous. 5. Consider/Discuss/Act on recommendation regarding "Lakeview Estates Phase 2" final plat. PZ Minutes 6-05-17 Page 1 of 2 6-5-17 Jr. Schwanke gave a presentation and answered questions from the Commissioner. The Lakeview Estates Phase 2 final plat contains 29.444 acres located in the Joseph Schulter Survey, Abstract No. 856. Within this project 78 residential lots are proposed. The plat layout is in conformance with the existing zoning. The staff is recommended approval of the final plat. A motion was made by Commissioner Barton, seconded by Commissioner Setliff to recommend approval of the "Lakeview Estates Phase 2" final plat. The vote was unanimous. Consider to approve Minutes of the May 1, 2017 Planning and Zoning meeting. A motion was made by Commissioner Johnson, seconded by Commissioner Ussury to approve the Minutes of the May 1, 2017 meeting. The vote was unanimous. 10. Adjourn There being no further business, a motion was made by Chairperson Johnson to adjourn the meeting. Commissioner Landers seconded the motion. The meeting adjourned at 7:14 p.m. AL Maurice Schwanke Director of Planning and Development ATTEST: PZ Minutes 6-05-17 Page 2 of 2 6-5-17 Item No. 5.c. C ity C ouncil Agenda S taf f R eport Meeting Date: 7/25/2017 AG E ND A IT E M : Resolution approving a f inal plat of Anna Town C enter B lock A , L ot 2. (Maurice Schwanke) S UM M ARY: C hief P artners L P has submitted an application for approval of a f inal plat of the Anna Town C enter B lock A, L ot 2. T he Anna Town Center B lock A , L ot 2 final plat contains 2.386 acres located in the Thomas Ratton S urvey, A bstract No. 782 and the F. T. Duffau Survey, Abstract No. 288. A retail center containing 13,826 square feet of f loor space is planned on this site with 50 percent of the building having the capacity based on parking for restaurant uses. T he plat layout is in conformance with the existing zoning and preliminary plat which included a variance related to the location of the southern most driveway entrance. A waiver of the minimum driveway spacing and corner clearances provisions of the Subdivision Design Standards was approved as part of the preliminary plat. T he developer will be using several mitigating features to help facilitate this waiver approval such as using a “pork chop” median and a long entry queuing feature. The construction plans have been completed and the City has received a letter from the developer's engineer concerning the impact that stormwater discharge from the development will have on downstream properties. S TAF F RE C O M M E ND AT IO N: Staf f is recommending approval of the Resolution approving this final plat. AT TAC HM E NT S: D escription Upload D ate Type R esolution approving F inal P lat 7/19/2017 R esolution Exhibit 1, F inal P lat 7/7/2017 Exhibit No A dverse I mpact L etter 7/7/2017 Exhibit L ocation Map 7/7/2017 Backup Material 1 CITY OF ANNA, TEXAS RESOLUTION NO. _______________ A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A FINAL PLAT OF ANNA TOWN CENTER BLOCK A, LOT 2. WHEREAS, In order to provide for the orderly development of land within the Anna city limits and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the “City Council”) has adopted Part III-A of the Anna City Code of Ordinances (“Subdivision Regulations”); and WHEREAS, Chief Partners LP has submitted an application for approval of a final plat of the Anna Town Center Block A, Lot 2; WHEREAS, the application is in conformance with the approved preliminary plat of the Anna Town Center Block A, Lot 2; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Approval of Final Plat The City Council hereby approves the final plat of Anna Town Center Block A, Lot 2 attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 25th, day of July, 2017. ATTEST: APPROVED: _____________________________ ____________________________ City Secretary, Carrie L. Smith Mayor, Mike Crist I OWNER'S CERTIFICATE STATE OF TEXAS § COUNTY OF COLLIN § WHEREAS Q SEMINOLE ANNA TOWN CENTER, L.P. is the sole owner of the following described NORTH tract of land: BEING a tract of land situated in the F.T. Duffau Survey, abstract No. 288, and the Thomas Ratton Survey, Abstract No. 782, City of Anna, Collin County, Texas, and being a portion of a called 107.52 acre tract of land described in the deed to Q Seminole Anna Town Center, L.P., recorded in Instrument No. 20080128000100640, Real Property Records of Collin County, Texas, and being more particularly described as follows: BEGINNING at a 5/8-inch iron rod with a plastic cap stamped "KHA" set for the southeast corner of said 107.52 GRAPHIC SCALE IN FEET acre tract, same being the southwest corner of Lot 1, Block G of Creekside Phase 1, an addition to the City of 40 0 20 40 8o Anna, according to the plat thereof recorded in Cabinet O, Page 32 of the Plat Records of Collin County, Texas, on the northerly right of way line of F.M.455, from which, a 1/2 inch iron rod found for witness bears North 1" - 40' @ 24X36 00°14' East, a distance of 0.36 feet; / THENCE along the southerly line said 107.52 acre tract, and along the northerly right of way line of said F.M. ANNA / / \ 455, the following courses: W / o/ / I ' North 79°25'49" West, a distance of 46.42 feet to a Brass TxDOT monument found for corner; North 86°53'28" West, a distance of 211.81 feet to a 1/2 inch iron rod found for corner; �4Q South 88°02'21" West, a distance of 144.37 feet to a 5/8-inch iron rod with a plastic cap stamped / "KHA" set for corner; / 4(/ REMAINDER OF LOT 1 BLOCK G LOT 1, BLOCK A CALLED 107.52 ACRES THENCE departing the northerly right of way line of F.M. 455, and crossing said 107.52 acre tract, the following �i CREEKSIDE PHASE 1 WALMART ANNA ADDITION Q Q SEMINOLE ANNA TOWN CENTER, L.P. CAB. O, PG. 32 / courses: VOL. , PG. Q� INST. NO. 20080128000100640 P.R.C.C.T. P.R.C.C.T. / / C�' R.P.R.C.C.T. I / North 01°56'25" West, a distance of 110.88 feet to a 5/8 inch iron rod with a plastic cap stamped "KHA" set O 00 I / at the beginning of a tangent curve to the left having a central angle of 11 059'58", a radius of 244.00 feet, a �4:Z- C p C\I�I I / chord bearing and distance of North 07056'24" West, 51.01 feet; F �� Q I \ / In a northwesterly direction, with said curve to the left, an arc distance of 51.10 feet to a 5/8-inch iron rod OV with a plastic cap stamped "KHA" set for corner; CALLED 18.551 ACRES \ \ / / m WAL-MART REAL ESTATE BUSINESS TRUST \ / Q m I 1 / North 20°17'15" East, a distance of 62.23 feet to a 5/8-inch iron rod with a plastic cap stamped "KHA" set INST. NO. 20150602000647410 A=19'03'58" \ / ° �� > ¢ / at the beginning of a non -tangent curve to the left having a central angle of 19°03'58", a radius of 395.00 R.P.R.C.C.T. / / S9 28 52 W > w I OWNER: / feet, a chord bearing and distance of North 47005'59" East, 130.84 feet; R=395.00, \ / / / 34.45' of > TEMPORARY DRAINAGE CITY OF ANNA \ L=131.44 , 5/8"IRSC�� Cn n EASEMENT I \ VOLUME 5779, PAGE 2569 I / INSTR. No. In a northeasterly direction, with said curve to the left, an arc distance of 131.44 feet to a 5/8-inch iron rod / o c� Z R.P.R.C.C.T. R.P.R.C.C.T. / CB=N47°05'59"E y / 23.29' S46 03 06 E o Q / � with a plastic cap stamped "KHA" set for corner; WATER EASEMENT South 09°28'52" West, a distance of 34.45 feet to a 5/8-inch iron rod with a plastic cap stamped "KHA" set / 5/8" IRSC S70o5245"E / for corner; / Q INSTR.NO. / / 1-1� - I I South 46°03'06" East, a distance of 19.65 feet to a 5/8-inch iron rod with a plastic cap stamped "KHA" set 3.71' ��. 5/8" IRSC 5/8" IRSC for corner; VICINITY MAP NORTH O SI TE Y j U r FM 455 (WHITE ST) 5/8" IRFC / / I CURVE TABLE NO. DELTA RADIUS LENGTH CHORD BEARING CHORD C1 35°54'14" 30.00' 18.80' S28°05'59"E 18.49' C2 45°54'33" 30.00' 24.04' S69°00'22"E 23.40' C3 87°48'30" 54.00' 82.76' S44°08'06"W 74.89' C4 41 °47'45" 30.00' 21.88' S67°08'28"W 21.40' C5 41°49'51" 30.00' 21.90' N71°02'43"W 21.42' C6 87°48'30" 30.00' 45.98' S44°08'06"W 41.61' C7 92'11'30" 30.00' 48.27' S45°51'54"E 43.23' C8 45°54'33" 60.00' 48.08' S69°00'22"E 46.80' C9 33*50'11" 27.95' 16.51' S65°36'58"E 16.27' / WATER EASEMENT / 13 0 �7 INSTR. NO. N88002'21 "E 262.70' Cs 1 R.P.R.C.C.T. I V UU 35.05 30.02' / / / South 70°52'45" East, a distance of 26.34 feet to a 5/8-inch iron rod with a plastic cap stamped "KHA" set 1.47' C2 cr°y•o, ``5/8" IRSC S80'21"W 201.02' II \for corner; 12.96North 88°02'21" East, a distance of 262.70 feet to a 5/8-inch iron rod with a plastic cap stamped "KHA" set / 5.05' I O for corner on the easterly line of said 107.52 acre tract, same being the westerly line of aforesaid Lot 1, WATER O 10.19, p Block G; EASEMENT �82, 8 N88°02'21"E 144.68' o w I J / 5/8" IRSC �� Lg q C> 7 LU / LL 12 THENCE South 00°1T51" West, along the easterly line of said 107.53 acre tract, and along the westerly line of _J s0, said Lot 1, Block G, a distance of 276.57 feet to the POINT OF BEGINNING and containing 2.386 acres L6 30' FIRELANE, ACCESS, WATER Q z \\( WATER UTILITY AND DRAINAGE EASEMENT I / (103,922 square feet) of land, more or less. N20017'15"E EASEMENT EASEMENT o LU Io OZ U < \ / /\ zW I� N_J0_ 62.23 W a I D / BLOCK A, LOT 2 W a � W z LOT 7, BLOCK A I U a Cl) Z J IO' OWNER'S CERTIFICATION 2.386 ACRES WALMART ANNA ADDITION i Q X � I o o / \ , , 5/8" IRSC o �, o co ti NOW THEREFORE KNOW ALL MEN BY THESE PRESENTS: VOL. , PG. 103,922 SQ. FT. Z z � I N `- P.R.C.C.T. I a z M o > \ I THAT Q Seminole Anna Town Center, L.P.; acting herein by and through their duly authorized PORTION OF > 0 I > I officers, do hereby adopt this plat designating the hereinabove described property as ANNA TOWN LL- W I CENTER ADDITION BLOCK A LOT 2 dd' ' h C' f A T d A=11'59'58" R=244.00' L=51.10' CB=N7°56'24"W C=51.01' I I I WHITE ROAD FIRE LANE, UTILITY AND ACCESS EASEMENT INSTR. NO. 20131004001385960 R.P.R.C.C.T. -54.0' I 42. \ I I � CALLED 107.52 ACRES _J N , , , an a Itlon tot a Ity o nna, exas, an Q SE INST. N ANNA TOWN CENTER, L.P. N � w I LO does hereby dedicate, in fee simple, to the public use forever, the streets and alleys shown thereon. INST. NO. 20080128000100640 V_ The streets and alleys are dedicated for street purposes. The easements and public use areas, as R.P.R.C.C.T. i °O / I ) � I / shown, are dedicated for the public use forever, for the purposes indicated on this plat. In addition, utility easements may also be used for the mutual use and accommodation of all public utilities desiring to use 5/8" IRSC or using the same unless the easement limits the use to particular utilities, said use by public utilities I being subordinate to the public's and City of Anna's use thereof. The City of Anna and public utility WATER L12 �3 I I / I entities shall have the right to remove and keep removed all or parts of any buildings, fences, trees, WATER EASEMENT I I shrubs, or other improvements or growths which may in any way endanger or interfere with the EASEMENT 24' FIRELANE, ACCESS, 41, 10.05' / 10 construction, maintenance, or efficiency of their respective systems in said easements. The City of 00 L15 UTILITY AND DRAINAGE I I Anna and public utility entities shall at all times have the full right of ingress and egress to or from their !� EASEMENT 2s `5 I I respective easements for the purpose of constructing, reconstructing, CD ° N89°46'09"W 68.15' J J -i Zo��.� /' inspecting, patrolling, maintaining, reading meters, and adding to or removing all or parts of their CS ��- S88°02'21"W 266.24' 13.02'�-27.75' I respective systems without the necessity at any time of procuring permission from anyone. � I I NoN - - - - - - - - - - - _ N88°02'21"E 266.27' 25 gg' I of /�S47°22'57"w That the undersigned does hereby covenant and agree that he (they) shall construct upon the fire lane co _ _ _ _ _ _ J 28.32' I / / / easements, as dedicated and shown hereon, a hard surface and that they shall maintain the same in a � c� / / / state of good repair at all times and keep the same free and clear of any structures, fences, trees, ° 10' WATER ml I I M / shrubs, or other improvements or obstruction, including but not limited to the parking of motor vehicles, _ _ _ - - - - - - - - - - - - - - - - - - _ _ _ EASEMENT S3°09'06"w \ I o `� / / trailers, boats, or other impediments to the access of fire Z _ _ _ - - - - - - - - - - _ _ _ _ _ _ }- - - - - - - - - - - - �35.57' _ ° \ I apparatus. The maintenance of paving on the fire lane easements is the responsibility of the owner, and T - - - - - - - - -I _ L18 � \ o I I r the owner shall post and maintain appropriate signs in conspicuous places along such fire lanes, stating co I �4.05' L179"Fire Lane, No Parking." The police or his duly authorized representative is hereby authorized to cause 10.00'°11 _ I \� such fire lanes and utility easements to be maintained free and unobstructed at all times for Fire °02'21 "W 144.37' _ _ Department and emergency use. 1/2" IRF �186 53 28 W 211.81' 5/6" IRSC _ i I I 1 5/8" IRSC -/ L The undersigned does covenant and agree that the access easement may be utilized by any person or BRASS TXDOT \ the general public for ingress and egress to other real property, and for the purpose of General Public 15' DRAINAGE EASEMENT MON. FND. \ _ I vehicular and pedestrian use and access, and for Fire Department and emergency use, in, along, upon, INST. NO. 20150602000847440 20' UTILITY EASEMENT \ and across said premises, with the right and privilege at all times of the City of Anna, its agents, O.P.R.C.C.T. VOL. 5550, PG. 294 IRF BRS. R.P.R.C.C.T. N79°25'497'IN0014'E, 0.36' \ y` employees, workmen, and representatives having ingress, egress, \ F. M. 455 (WHITE ROAD) 46.42' and regress in, along, upon, and across said premises. � (VARIABLE WIDTH RIGHT-OF-WAY) \ \ This approved subject to all platting ordinances, rules, and regulations of the City of Anna, Texas. 20' DRAINAGE EASEMENT \ \ INST. NO. 20150602000647450 P 0 P. • B B. \ O.P.R.C.C.T. \ \ \ WITNESS, my hand at ,this the day of \ 20 Q Seminole Anna Town Center, L.P. 1/2"IRFC (RP (RPLS5310) XF - - - - ALUMINUM TXDOT MON. FND. - / - - \ ALUMINUM - TXDOT MON. - - -♦ FIND. PKF \ / CALLED 0.061 ACRE I STATE OF TEXAS INST. NO. 20120718000868490 I CALLED 0.034 ACRE R.P.R.C.C.T. Z I -I STATE OF TEXAS \ Q O w INST. NO. 20120718000868780 \ I Uo C9 R.P.R.C.C.T. Q LOT 2R-B, BLOCK A m J o U FC ANNA RETAIL ADDITION U oNP.R.C.C.T. 5310) I VOLUME 2010, PAGE 57 I � uli CALLED 0.018 ACREo XA Z 3 I STATE OF TEXASQ oIR.P.R INST. NO. 120718000869310LOT LEGEND C.C.T 2R-C, B ANNA RETAIL ADDITION VOLUME 2010, PAGE 57 \ F. T. DUFFAU SURVEY, ABSTRACT \ BOUNDARY LINE P.R.C.C.T. \ NO. 288 EASEMENT LINE BUILDING LINE IRF IRON ROD FOUND THOMAS RATTON SURVEY, ABSTRACT NO. 782 \ IRFC IRON ROD FOUND WITH CAP 1/2" IRFC I (RPLS5310) APPROXIMATE LOCATION IRSC IRON ROD SET WITH CAP I OF ABSTRACT LINE IPF IRON PIPE FOUND I NTS NOT TO SCALE (C.M.) CONTROLLING MONUMENT FIND. FOUND B.L. BUILDING LINE P.R.C.C.T. PLAT RECORDS OF WOODEN HWY. BOLLARD \ COLLIN COUNTY, TEXAS WITH 3/8" IRF 5/8" IRF R.P.R.C.C.T. REAL PROPERTY RECORDS OF COLLIN COUNTY, TEXAS I \ XS "X" CUT IN CONCRETE SET \ XF "X" CUT IN CONCRETE FOUND P.O.B. POINT OF BEGINNING , LINE TABLE NO. BEARING LENGTH L1 N46°03'06"W 19.65' L2 S46°03'06"E 21.90' L3 S43°03'04"W 5.04' L4 N46°56'56"W 5.00' L5 S01 °57'39"E 10.00, L6 S88°02'21 "W 10.00, L7 N01 °57'39"W 11.88' L8 S01 °57'39"E 4.26' L9 S88°02'21 "W 5.00' L10 N01°57'39"W 4.96' L11 N65°19'24"W 9.58' L12 N24°40'36"E 10.00, L13 S65°19'24"E 9.58' L14 N01°57'39"W 10.00, L15 N88°02'21"E 10.00, L16 S01°57'39"E 10.00' L17 N79°25'49"W 44.08' L18 N86°53'28"W 37.02' L19 NO3°12'18"E 41.2 8' tL20 NO3°12'18"E 49.55' By: (Print Name) STATE OF TEXAS § § COUNTY OF § Before me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared of Q Seminole Anna Town Center, L.P., known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and considerations therein expressed. Given under my hand and seal of office, this day of , 20 Notary Public in and for the State of Texas Printed Name My Commission Expires STATE OF TEXAS § COUNTY OF COLLIN § KNOW ALL MEN BY THESE PRESENTS That I, Michael B. Marx, do hereby certify that I prepared this plat and the field notes made a part thereof from an actual and accurate survey of the land and that the corner monuments shown thereon were properly placed under my supervision. Michael B. Marx Registered Professional Land Surveyor Texas Registration No. 5181 Kimley-Horn and Associates, Inc. 5750 Genesis Court, Suite 200 Frisco, TX 75034 (972) 335-3580 michael.marx@kimley-horn.com STATE OF TEXAS § COUNTY OF COLLIN § 1__f� PRELIMINARY THIS DOCUMENT SHALL NOT BE RECORDED FOR ANY PURPOSE AND SHALL NOT BE USED OR VIEWED OR RELIED UPON AS A FINAL SURVEY �DOCUMENT Before me, the undersigned authority, a Notary Public in and for said County and State, on this day personally appeared Michael B. Marx, known to me to be the person whose name is subscribed to the foregoing instrument and acknowledged to me that he/she executed the same for the purpose and considerations therein expressed. Given under my hand and seal of office, this day of .20 Notary Public in and for the State of Texas Printed Name My Commission Expires GENERAL NOTES: 1. All corners set are monumented with a 5/8 inch iron rod with red plastic cap stamped "KHA", unless otherwise noted. 2. All bearings shown are based on grid north of the Texas Coordinate System, NAD83, North Central Zone 4202. All dimensions shown are ground distances. To obtain a grid distance, multiply the ground distance by the Project Combined Factor (PCF) of 0.999856573. Vertical Datum NAVD 88. FLOOD STATEMENT: According to Map No. 48085CO155 J dated June 2, 2009, of the National Flood Insurance Program Map, Flood Insurance Rate Map of Collin County, Texas, Federal Emergency Management Agency, Federal Insurance Administration, a portion of this property is located in Zone A, defined as a Special Flood Hazard Area (SFHA) Subject to Inundation by the 1 % Annual Chance Flood with No Base Flood Elevations determined. If this site is within an identified special flood hazard area, this flood statement does not imply that the property and/or the structures thereon will be free from flooding or flood damage. On rare occasions, greater floods can and will occur and flood heights may be increased by man-made or natural causes. This flood statement shall not create liability on the part of the surveyor. Approved this day of 2017, by the City Council of the City of Anna, Texas. Mayor City Secretary ANNA TOWN CENTER ADDITION FINAL PLAT OF BLOCK A, LOT 2 2.386 ACRES OUT OF THE THOMAS RATTON SURVEY, ABSTRACT NO. 782, AND F.T. DUFFAU SURVEY, ABSTRACT NO. 288 CITY OF ANNA, COLLIN COUNTY, TEXAS MARCH 2O17 Kimley>>> Horn July 7, 2017 Joseph Johnson Director of Public Works City of Anna 3223 North Powell Parkway P.O. Box 776 Anna, TX 75409 RE: Anna Town Center, Lot 2 — Response to City Ordinance 11.03(b) — Off -Site Drainage Dear Mr. Johnson: This letter is in response to City comments submitted via email on July 5, 2017. Specifically, this letter addresses the above referenced project's impact on off -site drainage as required by City Ordinance 11.03(b). Kimley-Horn prepared "Chief Partners Drainage Study" (October 20, 2014) in accordance with City of Anna drainage requirements (which references the City of Plano Drainage Manual). The design storm ncluded in the analysis is the 100-year storm with a 24-hour duration, with a frequency storm distribution. Anna Town Center Lot 2 is located within the study area. The "Chief Partners Drainage Study" shows that no increases in peak flows, velocities, or water surface elevations are expected downstream of the development during the design storm. Therefore, the analysis states that the development as designed will not increase flood related damage on downstream properties during the design storm due to the development's impact on off -site drainage. Damage that may have occurred before the development was in place may still occur. The analysis does not consider other rainfall event frequencies or durations. In addition to the above, Anna Town Center Lot 2 is designed to convey its stormwater runoff to an existing 72" diameter storm drain along the south property line. Record drawings for the 72" storm drain confirm it is adequately sized to accept undetained runoff from Anna Town Center Lot 2. Kimley-Horn understands that the analysis summarized above and included in the "Chief Partners Drainage Study" is sufficient to meet the requirements of City of Anna Ordinance 11.03(b). Please contact me at (972) 770-1368 or loe.fraccaroQkimley-horn.com should you have any questions. Sincerely, o•o�•/7 ?506 Joseph A. Fraccaro, P.E. Project Manager Item No. 5.d. City Council Agenda Staff Report Meeting Date: 7/25/2017 AGENDA ITEM: Resolution approving a Site Plan and Landscape Plan for Anna Town Center Block A, Lot 2. (Maurice Schwanke) SUMMARY: Chief Partners LP, has submitted an application for approval of a site plan and landscape plan of Anna Town Center Block A, Lot 2. The site plan and landscape plan for Anna Town Center Block A, Lot 2 have been reviewed by the City staff, and conform to the construction plan and access plan approved with the preliminary plat. The landscape has been adjusted on the southern frontage along West White Street due to the utilities, drainage and slope of the site. STAFF RECOMMENDATION: The staff is recommending approval of the Resolution approving the site plan and landscape plan. ATTACHMENTS: Description Resolution Exhibit 1, Site Plan Exhibit 1, Landscape Plan Location Map Upload Date Type 7/21/2017 Resolution 7/7/2017 Exhibit 7/7/2017 Exhibit 7/7/2017 Exhibit CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING A SITE PLAN AND LANDSCAPE PLAN OF ANNA TOWN CENTER BLOCK A, LOT 2. WHEREAS, in order to provide for the orderly development of land within the Anna city limits and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council") has adopted Part III-C of the Anna City Code of Ordinances ("Zoning Regulations"); and WHEREAS, Chief Partners LP, has submitted an application for approval of a site plan and landscape plan of Anna Town Center Block A, Lot 2; 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 Site and Landscape Plan The City Council hereby approves the site plan and landscape plan of Anna Town Center Block A, Lot 2 attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 25t" day of July, 2017. ATTEST: APPROVED: Carrie L. Smith, City Secretary Mayor, Mike Crist 0 G / AyQ / J 5 — — J � JG0 DEWALK / GF. EX. B INLET o j S9028'52"W / / \ . EXSTORM 34.45' SEWER S46003'06"E 19.65' BFR S70°52'45"E / / e CONNECT TO � 26.34' y/ EX. 12" WATER / / GRAPHIC SCALE IN FEET 20 10 0 20 \ 20 SCALE @ 24"x36" A x \ X I \ x I x ZONED: (PD) ORD. 648-2014 I I \ I I CONNECT TO LAND USE: OPEN SPACE I I I I I I I EX. SSMH A=19°03' 15 5 I I I I I x co — —� — — — — — — — — — — — — — — — ——CD— —co— — _ co m m v E� N / �'�� / - 44' JG '� ^�O 5 ��P I I co co m ^ �Q co co J CB- 05'59°E / END CURB 30' WIDE FIRE LANE, EDGE OF I END CURB I I \ vGyc�P C=130.84' '�`O ` ` PAVEMENT EASEMENT & UTILITY � � 1 N88°02'21 "E 262.70' f 1 BFR _ a w PROPOSED TRA H I / �O ENCLOSU E I I w Z (MATERIAL TO MAT H I I PROP. DOMESTIC - - - - - - b Q - - MAIN BUILDIN ) I I JG�/ BACKFLOW PREVENTOR WATER VALVES I I I I I I / PROP. 2" IRRIGATION (TYP.) REMOTE x I JGe METER \ PROP. 8" WATER FDC I I I J /' I 69� -rL - I I c, c O �WATER y/ 0 EASEMENT 9.0' FH O 1 6 TYP. o 0 / LANDSCAPE \ � AREA (TYP.) � LA LA SITE DATA SUMMARY TABLE LAND USE RETAIL / RESTAURANT ZONING (PD) ORD. 648-2014 LOT AREA (NET & GROSS) 103,922 S.F. LOT COVERAGE (Bldg Footprint Area / Lot Area) 13.30% FLOOR AREA (RETAIL) 50% OF TOTAL ± 6,913 S.F. FLOOR AREA (RESTAURANT) 50% OF TOTAL ± 6,913 S.F. TOTAL FLOOR AREA (Bldg Footprint) ± 13,826 S.F. TOTAL LANDSCAPED AREA PROVIDED 38,521 S.F. PARKING SPACES PROVIDED (REG., 9'x20') 87 SPACES HC PARKING SPACES PROVIDED 4 SPACES TOTAL PARKING SPACES PROVIDED 89 SPACES FL FL PROP. 2, �p 3.0' I OM. M TER �3• l I PROP. 6" WATER FIRE LINE METER /� PRO . DOM STIC EASEMENT CI x \ M KFLOW PREVE N \ Jry GI STEPS 5' WIDE 5' WIDE 5' WIDE ( � \ /� GI IIIIII, SIDEWALK LA SIDEWALK LA SIDEWALK LA I I x GI GI GI GI I I EX. SIDEWALK AND BFR -- c ��Z� co QI I� > / I GI / I � 8II x �" BUILDING ( FLOODPLAIN- G ATE ENTRANCES SIDEWALK SSMH/ PROP. STORM INLET( YP.) GI (TYPICAL) / / / LIMITS SEWER (TYP.) / x / I/ w URB 2 WIDE FIRE LANE, WALL ZONE.36.0' G) INLET( YP.) 8.5'WIDE ACCESS, & UTILITY \ w \\ - \ SIDEWALK GI RETAINING WALL I WITH PEDESTRIAN / I G) I :_1EASEMENT CI / PROPOSED ZONED: (PD) ORD. 648-2014 x RAIL 2�� 692 1 STORY BUILDING LAND USE: RETAIL / RESTAURANT 5' WIDE LA60 I I / SIDEWALK I I / METAL BEAM IA 11 °59'58 0 _ _ �p I I I / I GUARD FENCE / a ~ R=244.00 I U L=51.10 4 U > C -N 056'24"W j \ / / 4.5' WIDE — — — a II I I x I / x Q C=51.01 (D GI \ 20.0' 2 .0' 20.0' 2.386 ACRES / SIDEWALK ccl- / I / / � / Q Lq w _ VE 103,922 SQ. FT. 2 .o' / 20.0 `V^° ti C) \ / / IRE AN TYP O U I / /L BUILDING / x 0 Z O W \ ENTRANCES PATIO /I 2 c j EX. 24" / � ih DIAMETER O ` W p \ (TYPICAL) AREA / c > J Q O I O 199.0' x 0 / WATER WELL I 1 J H O mmmmmmqL— III I = U) // OO / Q Q O 24.0' 1 LL Z N II O O�JC) OQ O MM o IW I 0 OZ c\I > I I Q w O Z I � W W 0� U] Q CROSSWALK - Z ISTRIPING I " WHITE ITRI ING / EX. CUR INLET 1 TO FEE MAIN EX. TO RM E ER 1 c �I > D O R SSWALK STRIPING 4 1 1 t EX. SIDEWALK — — — '�21H 3H0 3H0 JI 3HO N 3m S, L U) U) 00 a O o: a BA M / x BFR / BF BFR HC SIGNAGE io BFR HC SIGNAGE // / I O a TREE WELL HC SIGNAGE HC SIGNAGE � /// - - - O of/ / O � WHEEL STOPS / / I a (TYP.) BFR (TYP.) EASEMENT \ / I x / // M� CROSSWA K O w 9.0' FH / / I i670 WAT R 24' IDE FIR LANE, / // AS MENT ACCESS, & UTILITY �� TYP. ci-q a �� 1 9 LA / I r 0 o FH EAS MENT "' / / 16 CI x I / O ^ FL— LA VAN -Ak;- ----�----- / LIM-ITS iFLOORPLAI� PROP. 8�'WATE!i w a Q �/ //+ I----- SSMH CO/ o / cp / v S O _ — — _ — ' SEWER RM a / / I + / / _ - RAYIQ 0011.___- _��� �� ��� � � &UTILITY ---- _-- L --FL Q I � SSMH CI / /I EX. RIPRAP & / STORM / OUTFALL -- — —— -- —a 4-- BFR a / I CI PROPOSED / - - - - - / o - - - i �o j MONUMENT 15' DRAINAGE I �`b - - - - - co SIGN EASEMENT PROP. 12" WATER 20' UTILITY I LA HEAD -IN PARKING ALONG FM 455 I WALL ZONE EASEMENT I TO HAVE PLANT SCREENING. - _ - 3F'^ 3H0/ / I S88°02'21 "W 144/ 3Ho------------------------ .3T / / \ CONNECT TO EX. 12" 13HO WATER AT PLUG I S / / HEAD EX. OVER - 3Ho/ — 3/ PROP. N8°53'28"V 211.81' �4 Ho 12" WATER \- / — — F.M. 455 EXPANSION & DECEL LANE 20' UTILITY PROP. 12" WAiER STUB -OUT / (UNDER CONSTRUCTION, BY EASEMENT / OTHERS) \ I � 79°25'49"W � SITE PLAN 46.42' �- ANNA TOWN CENTER — LOT 2 � J _ \ _ F.T. DAFFAU SURVEY, A-288 \ � THOMAS RATTON SURVEY, A-782, M' 455 WHI — — — — \ \ \ \ \ \ \ CITY OF ANNA, COLLIN COUNTY, TEXAS (VgR/gBLE i TE R WIDTH OAD) \ \ \ \ APPLICANT/OWNER: ENGINEER/SURVEYOR: (-wO-wqY RAFT OF -WAY) \\ \ \ \ \ \ J� \ 1 \ Q ANNA ESTER SEMINOL8111 TOWN N TE 800 CELP KIML -HORN DRIVE, SUITE A DASOO1ATES, INC. 000 F/C) - v v DALLAS, TEXAS 75225 DALLAS, TEXAS 75251 \ Ph: 214.884.3249 TEL. NO. 972-770-1300 \ CONTACT: BRIAN BISCHOFF CONTACT: JOE FRACCARO, P.E. IZ1 L0 04 U O Z � O oND ao C.4 U) Q M LL W Q N H U 0 rn O 2 o LLO Lj Z W O m Q Z o O= W W ~ J i 0 rn YLU LLI Z Y W O O o N ■ LO THE SITE PLAN IS FOR CITY REVIEW ONLY TO ILLUSTRATE COMPLIANCE WITH ZONING AND DEVELOPMENT REGULATIONS. IT IS NOT INTENDED FOR CONSTRUCTION PURPOSES. Q U) Q UM O g 0 O H U) U) } �� C, ¢ o coo w 2� O w Z 0 Z � U Y -j U) 0 0 U N Z [)f�Q O LL w W H ' Z Z Q Z Lu O Z Z d LL H Q w w U U = U Z 0— W SHEET NUMBER 1 OF 1 E Y a� A Y/ 000 2 / JGyc�C / JGy� a� 2 / JGy C / S / JG1 � 5 J JGy0P J� E U) LLJ a U G) Z O Q W �pt'-w� Nt_a- ~o U o O Q ��o z � O E I11 J J U I— � Z 0o r �I U LLZN ITL O m OQo UJ UJ LU 00 J O C' 1 Z 0 O N C W U] H CO x LANDS PE STREET YARD JGE JG0 / i STAIR AND'HANDRAIL / Y ARCHITECT OA, 7' PD Ordinance 648-2014 Landscape Summary Minimum Landscape Area Requirements: REQUIRED PROVIDED Percentage of total site in permanent landscaping 10% (10,392 SF) 36% (36,938 SF) Percentage of street yard in permanent landscaping (Includes Throckmorton Blvd., White 15% (2,141 SF) 90% (12,873 SF) Rd., and interior street) Minimum Street Trees 1 tree per 40' Street tree requirement not met F.M. 455 (403' of frontage) 10 Street Trees due to utility easement conflicts; 10 trees relocated throughout site to satisfy this requirement Throckmorton Boulevard (356' of frontage) 9 Street Trees 10 Street Trees Percent coverage of frontage facing parking lots 75% (242') 100% (322') Percentage of total trees to be large canopy trees 50% (20 canopy trees) 68% (27 canopy trees) Interior landscape requirements Equal a total of at least eight square feet per parking space 89 parking spaces (712 square feet needed) 23,430 square feet — —Have alancfscaped-area-withr at-leastorre tree with inf5feet-of every park gspacm(, — — — — — — — — — — — --ems — — — Have a minimum of one tree planted in the parking area for every 10 parking spaces Yes within parking lots with more than 20 spaces MATERIAL LEGEND: 4' SITE FENCE F-1 TYPE: STEEL COLOR: BLACK FINISH: TNEMEC PAINT SIZE: 48" HT. INSTALL: REF. PLANS AND DETAILS APPROVAL: SHOP DRAWINGS, PAINTED MOCKUP f IC 7 I I I 3 x 77 IC I 12 -FL I FL L — + + + + QV Q 3 AS 3 AS 26 20 SITE WALL ONE AND RAILING By OTHERS •• x I s • ND I + + QV 35 - 1 LN + + x MP 4 + + 4 IC 30 + + ND ++ — — 51 ND + + I x 2.386 ACRES 5 31 + + 5 VA .; 103,922 SQ. FT. N 3 J + + 5 ++ I I I I I I NORTH I GRAPHIC SCALE IN FEET 0 10 20 40 r / / t' r I \ F 1 L3 4' SITE \\ FENCE TYP. \ / x / / I / TA TA / 3 I / 22 22 0 _ _ _ / TA • • I / r r o 0 0 o r r r r r rr r r rI r r r r r r r QV I —FL 2 r r rr r 224 - — w 3'CONCRETE STEP OUT TYP. LFL PC - _ 1 AS 20 — - u, 110 3H0 3H0 3H0 gnu — aHo aHo 20' UTILITY S EASEMENT zi EX. SIDEWALK x // L Q1 TA / 345 QV 1 + / O --FL-- AS 10--- IC 3 +++ 0 +0+................. ++++pole +++ III 15' DRAINAGE EASEMENT 31H0 3H0 I J� 3H0 \ 3H0 I � 3H0 S 3H0 � — 3 3H0 S 20' UTILITY F-1 H 4' SITE EASEMENT L3 FENCE TYP. F. M. 455 - rwHITE (VARIABLR E WIDTH p ) (TWO-WAY WAY TRAFFIC) YS / ■® L0 04 O Z �04 O 00 00 U) Q M LL ~ Q N H U o�2 O 0 LL 0f 0 W O U) Q Z o O= LLW ~ JLU : — 0 rn Y Z _J W O � � O o N ■ ��LOO ` o FOR REVIEW ONLY�� Not for construction or permit purposes. Kimleym Horn R.L.A. PATRICK 3. HART L.A. No. 2839 Date MAY 2017 z 0 g 0 O Y m Y U� L0 W o N o) (0 Ill- Q >- oQ Q m m m Q (O z z o Lu Y _j 0 3: U U) 0 0 U N Z U)Q O LL w LU F- ' LU Q F— Z Z W IL Z E O ZV/ Z a- LL W W U = U Z J 0- W 0— �U^^ VJ 0 Z J SHEET NUMBER L-1 I Item No. 5.e. City Council Agenda Staff Report Meeting Date: 7/25/2017 YOUR) HOMETOWN AGENDA ITEM: Resolution approving the Luscombe development plat. (Maurice Schwanke) SUMMARY: Mr. Jim Luscombe has submitted an application for approval of the Luscombe development plat. The development plat for your review is located within Anna's extraterritorial jurisdiction and generally known as 1404 Foster Crossing. The tract is located in the Ezra Shelby Survey, Abstract No. 893 and contains approximately 1.8 acres of land. The owner is proposing to add - on to the existing house on the property, build a 3 car carport, some other improvements to the septic system, the addition of a small accessory structure, and the moving of an accessory structure. The submittal meets the City of Anna development plat requirements. STAFF RECOMMENDATION: The Staff recommends approval of the Resolution approving the development plat. ATTACHMENTS: Description Upload Date Type Resolution Approving the Development Plat 7/19/2017 Staff Report Exhibit 1, Development Plat 7/7/2017 Exhibit Location Map 7/7/2017 Exhibit CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS APPROVING THE "LUSCOMBE DEVELOPMENT PLAT" WHEREAS, in order to provide for the orderly development of land within the Anna city limits and extraterritorial jurisdiction, the City Council of the City of Anna, Texas (the "City Council") has adopted Part III -A of the Anna City Code of Ordinances ("Subdivision Regulations"); and WHEREAS, Jim Luscombe has submitted an application for approval of the Luscombe development plat; 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 Development Plat. The City Council hereby approves the Luscombe development plat attached hereto as Exhibit 1. PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 25tn day of July, 2017. ATTEST: APPROVED: City Secretary, Carrie L. Smith Mayor, Mike Crist EAST 208,71' -- -- -- -- -- -- -- -- -- -- -- -- --� -- -- -- 20 SET BACK Ln NEW SHED I � NEW .j_----PROPOSED I V� %•CAR❑L� SHED GQ� BREH ❑ L E # 1i2 5 1\0 1303 FOSTER CROSSING ° 365 FOSTER CR❑SSING ROAD PROPOSE 35' R _ I �v P41) OUTER LOOP I TO MCKINNEY<: MOD 0 Z LU PROPOSED 30' R V) C❑LLIN CO. a C 0 O `� W ' > CD o L° BOREHOLE #2 �. CDI r-, a 0 0-1 M o0 „LO EXISTIN❑ SIN❑LE FAMILY STRUCTURE 0 B„ EXISTING PROPOSED ADD —ON TO EXISTIN❑ HOUSE SHED NEW i 4' Z ' L❑CATI❑N j SHED TO BE MOVED 5/-- FROM POINT "A" TO I i I P❑INT //B// j i � (CLEAN OUTS TO BE INSTALLED W � � � I s •• • PROPOSED NEW � CAR CARPORT Being 1,80 acres fo land situated in the Ezra Shelby � Z co �": I i Survey, abstract No. 893, Collin County, Texas, and (f� 0 X being more particularly described by metes and bounds 0) U • i i as f ollows and made a part hereof f or all purposez: �_o LL_ Q ''•' A —PROPOSED NEW DRIVE LOCATION Situated in the Ezra Shelby Survey Abstract No. 893, L\°\ ' County of Collin, State of Texas, about 10 miles North • — I^\\ 12 degrees East from McKinney and being a portion of a J � ,. I I sixty acres tract as described in a deed f rom Joseph � 00 S. Knox to W.B. & H.L. Luscombe recorded in Volume 211, Q 00 Page 192, of the Deed Records of Collin County, Texas, •: ' and being more particularly describec as follows, to wit; U� I ID ° BEGINNING at a 1/2' iron rod found in the North U� N uo ' I line of County Road No. 366 (40' R.O.W,) at the ­Zt 00 Southwest corner of a 1.00 acre tract. Ln 00 THENCE West, a distance of 208.71 feet with the ' 20' TEMPORARY North line of said county road to a 1/2' iron Cal Cal ' I C❑NSTRUCTI❑N EASEMENT I rod set for corner; U PROPOSED 500 GAL PUMP TANK ' U coTn-�re D •.p• P , PVC RUNNING THENCE North, a distance of 375.00 feet to a UNDER DRIVEWAY 1/2" iron rod set for corner; PROPOSED 500 GAL AERATI❑N TANK I .' CD20' WATER LINE EASEMENT I MUST SLEEVED EE D THENCE East, a distance of 2108.71 feet to a 1/2" (_0 PROPOSED 500 GAL SETTLE TANK PROPERLY iron rod set for corner; o THENCE South, at 166.29 feet passing the Northwest corner of a 1.00 acre tract, in all a total U WATER METER - - --WEST----'------ -- -- -- -- -- -- �08,�1' � it / � 2 IRE distance of 375.00 feet to the PLACE OF BEGINNING and containing 1,80 acres of land, P B o LAND TITLE SURVEY JOB NO.: 1706007608 NO. REVISION DATE FOSTER CROSSING ROAD DATE: 07/06/2017 DRAWN BY: IM R E S E R V A T I ❑ N APPROVED BY: SEL I, S. E. LUSCOMBE a Registered Professional Land Surveyor in the State of Texas, do hereby certify to TEXAS AMERICAN TITLE 0 � and 0 F TF a that the above map is true and correct according to an actual field survey, made by me or under my supervision, �,�Q:•'G\S•TE�,'• y ° t�.r��v F�•,�P 0 of the property shown hereon or described by field notes accompanying this drawing. I further certifythat all easements and rights —of —way of which I have been advised are shown hereon and that, except "......"".L.US ........... g y p E. LUSCOMBE as shown, there are no apparent visible encroachments, no apparent visible overlapping of improvements and a "":;A"'�4434���v.� DATE: no apparent discrepancies or conflicts in the boundary lines, as of the date of the field survey. p •:'np �P•� •. FESS��••'• � 07/06/2017 y Lot(s) — Block — EZRA SHELBY SURVEY recorded in a �:� •...••...• E� Volume 211 Page(s) 192 , of the Map/Deed and Plat Records of COLLIN County, Texas. o Sul R`� DRAWFI BY: SCALE: utEv LUSCOMBE DEVELOPMENT C��l� p�� located in the EZRA SHELBY SURVEY ��� �°° a®" JOB NO. IW _ 20' Borrower: W.B. & H.L LUSCOMBE Address: 1303 W. FOSTER CFROSSING ROAD GF No. 7994-17-2692 FIRM REGISTRATION N0. 10190700 WEST FOSTER CROSS11NG SHEET S. E. LUSCOMBE , R.P.L.S. Registered Professional Land Surveyor SUBJECT TO RESTRICTIVE COVENANTS AND/OR EASEMENTS RECORDED IN: PROPERTY PHOTOGRAPH: Registration No. 4434 U VOLUME 5, PAGE 19, MAP RECORDS, MONTGOMERY COUNTY, TEXAS OOPYR01frALLMMRESERVED TOOVERLAND CONSORnUMINC. Item No. 6. City Council Agenda Staff Report Meeting Date: 7/25/2017 Y{OUW HOMETOWN AGENDA ITEM: Presentation of the proposed FY 2017-2018 Budget. (Dana Thornhill) SUMMARY: Section 7.02 of the City Charter states that on or before the 15th day of August of the fiscal year, the City Manager must submit to the City Council a budget for the ensuing fiscal year. Staff will provide a brief presentation of the proposed FY 2017-2018 Budget. A hard copy of the draft budget will be provided to each City Council member for review. A copy of the draft budget will be posted on the City's website on or before August 4th. STAFF RECOMMENDATION: No action on the budget is required at this time. Item No. 7. City Council Agenda Staff Report Meeting Date: 7/25/2017 AGENDA ITEM: Consider/Discuss/Action regarding a Resolution naming the date and place of a public hearing on the FY2017-2018 Budget. (Dana Thornhill) �Y�J►�i 1 Ji I_1:�'il Section 7.02 of the City Charter states that on or before the 15th day of August of the fiscal year, the City Manager must submit to the City Council a budget for the ensuing fiscal year; and at the Council meeting when the budget is submitted, the City Council must name the date and place of the public hearing on the budget. STAFF RECOMMENDATION: Staff recommends approval of the attached Resolution that sets August 22, 2017 at 7:30 p.m. as the date and time for the public hearing on the FY 2017-2018 budget, said hearing to be held in the City Council Chambers of the Municipal Building located at 111 N. Powell Parkway in Anna, Texas. The Resolution further directs that notice of the time and place of the public hearing be published in the official newspaper of the City as required in Section 7.05 of the Charter. ATTACHMENTS: Description Upload Date Type Resolution setting Public Hearing on the Budget 7/20/2017 Resolution CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS, NAMING THE DATE AND PLACE OF A PUBLIC HEARING ON THE FY 2017-2018 BUDGET. WHEREAS, Section 7.02 of the City of Anna, Texas (the "City") Home Rule Charter (the "Charter") states that on or before the 15th day of August of the fiscal year, the City Manager must submit to the City Council a budget for the ensuing fiscal year; and WHEREAS, Section 7.05 of the Charter further states that at the Council meeting when the budget is submitted, the City Council must name the date and place of the public hearing on the budget; 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. Public Hearing on the Budget. The Council hereby sets August 22, 2017 at 7:30 p.m. as the date and time for the public hearing on the FY 2017-2018 budget, said hearing to be held in the City Council Chambers of the Municipal Building located at 111 N. Powell Parkway in Anna, Texas. The Council further directs that notice of the time and place of the public hearing be published in the official newspaper of the City as required in Section 7.05 of the Charter. PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 25th day of July 2017. ATTEST: APPROVED: Carrie L. Smith, City Secretary Mike Crist, Mayor I Item No. 8. City Council Agenda Staff Report Meeting Date: 7/25/2017 YOUR} HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Resolution accepting the final design of the City of Anna Community Brand Identity Project as presented by North Star Destination Strategies and authorizing the implementation of the new brand identity throughout the City. (Jesscia Perkins) SUMMARY: For the past few years, one of City Council's strategic goals has been to develop and promote a comprehensive brand identity for the City. Approximately 2 years ago the City Council selected North Star Destination Strategies to create a new brand that would embrace Anna's today and its future. North Star Destination Strategies has partnered with over 200 communities around the country on a variety of projects including research, strategic planning, and community brand development. Within Collin County, North Star has worked with the cities of McKinney, Allen, Plano, and Frisco. Other Texas clients include the cities Dennison, Round Rock, and Missouri City. North Star has a proven comprehensive approach that includes an experienced research and design team. The basis scope of work performed by North Star included: 1. Research - identify information and current perceptions (collection of data from community, consumers, and our competitors) 2. Planning — review of insights from the research findings / developing a plan based on patterns and findings. (Research findings/DNA strategy) 3. Creative Design — taking the findings and turning it into a tangible brand 4. Implementation — action of integrating the new brand 5. Evaluation — how is the brand performing Over the last 2 years staff and a number of volunteers have worked through North Star's proven comprehensive approach that included months of research, writing strategies, creative design, and finally the deliverables. North Star will review with the Council the key milestones from each stage of the process and present the final results of the creative design process for approval. In the near term, implementation of the new brand will include application of the completed design elements to various mediums including website and social media, letterhead, business cards, signage, etc. STAFF RECOMMENDATION: Staff recommends approval of the attached Resolution. ATTACHMENTS: Description Upload Date Type Brand Resolution 7/6/2017 Resolution CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF ANNA APPROVING AND AUTHORIZING THE FINAL DESIGN OF THE COMMUNITY BRAND IDENTITY PROJECT AS PRESENTED BY NORTH STAR DESTINATION STRATEGIES AND AUTHORIZING THE IMPLEMENTATION OF THE NEW BRAND THROUGHOUT THE CITY WHEREAS, the City Council of the City of Anna, Texas (the "City Council") recognizes the need to further the Anna Brand with branding redesign for the purpose of community development in and near the City of Anna, Texas (the "City"); and WHEREAS, the City Council desires to approve this resolution authorizing the final design of the Community Brand Identify as presented by North Star Designation Strategies; and WHEREAS, the City Council desires to implement the new brand throughout the City and in other areas for the identification and promotion of the City. NOW THEREFORE, BE IT RESOLVED BY THE CITY OF ANNA CITY COUNCIL: _Recitals Incorporated. The recitals set forth above are incorporated herein for all purposes as if set forth in full. _Acceptance of Project and Implementation The City Council hereby authorizes and approves the final design of the Community Brand Identity Project, attached hereto as Exhibit 1, and further authorizes the implementation of the new brand throughout the City and in other areas for the identification and promotion of the City. PASSED by the City Council of the City of Anna, Texas, on this 11t" day of July, 2017. ATTEST: APPROVED: Carrie L. Smith, City Secretary Mike Crist, Mayor CITY COUNCIL OF ANNA, TEXAS RESOLUTION NO. PAGE 1 OF 1 Item No. 9. City Council Agenda Staff Report Meeting Date: 7/25/2017 Y{OUW HOMETOWN AGENDA ITEM: Consider/Discuss/Action regarding a Resolution awarding bids and authorizing the City Manger to execute contracts for the Natural Springs Park Building Improvement Project. (Maurice Schwanke) SUMMARY: The City Council previously granted authorization to bid the Natural Springs Park building project which includes remodeling the west wing of the Natural Springs Equipment Storage building into a park office, a break room for park employees, and a public restroom facility. The architectural plans were completed and the first time the City put this project out for bid no bids were received. The Council authorized Staff to rebid the project, this time with the City Staff serving as the general contractor. The project was divided into four smaller manageable parts as follows: A. Concrete and Plumbing work. B. Metalwork, Framing, Doors, Windows, Drywall and Insulation. C. Electrical and HVAC D. Finish out which would include the Cabinets, Counter Tops, Floor Finish, painting, bathroom partitions, and toilet accessories. Each Part (A thru D) was competitively bid out with advertisement in the local paper twice and the project was also place in two regionally/nationally know plan houses. Five known local construction companies were contacted with plans being provided to each. At the conclusion of the bid process, the City received only one bid for each element with the bidder being the same in each case. Bid Package A (Concrete and Plumbing work) bid was $48,195 by Harris Builders. The builder offered several construction options and with a potential deduct of $14,285 for alternate fixture and plumbing setup. The options were assessed by the architect and no objections were offered. If accepted, Staff will recommend a change order reduction to reduce the cost of Bid Package A to $33,910. Bid Package B (Metal work, Framing, Doors, Windows, Drywall and Insulation) bid was $49,574 by Harris Builders. Bid Package C (Electrical and HVAC) bid was $31,440 by Harris Builders. Bid Package D (Finish out which include the Cabinets, Counter Tops, Floor Finish, painting, bathroom partitions, and toilet accessories) was bid at $29,303 by Harris Builders. The Total Bid for all four elements is $158,512. If accepted, Staff will recommend approval of a change order reduction to reduce the cost of Bid Package A by $14,285. The total price after the change order will be $144,227. An additional aerobic on -site wastewater system will cost about $10,000. Funds are available for this project in the Park Trust Fund. STAFF RECOMMENDATION: Staff recommends approval of the Resolution authorizing the City Manager to execute contracts with Harris Builders on each of the four Bid Packages. ATTACHMENTS: Description Upload Date Type Resolution awarding Bids 7/21/2017 Resolution Office, Break Room and Restroom Plans 7/18/2017 Exhibit Exhibt A 7/19/2017 Exhibit Exhibit B 7/19/2017 Exhibit Exhibit C 7/19/2017 Exhibit Exhibit D 7/19/2017 Exhibit Tabulation 7/19/2017 Exhibit Form 1295 certification 7/18/2017 Exhibit Certificate of Insurance 7/19/2017 Exhibit CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS AWARDING BIDS AND AUTHORIZING THE CITY MANAGER TO EXECUTE CONTRACTS WITH HARRIS BUILDERS FOR THE NATURAL SPRINGS PARK OFFICE, BREAKROOM AND RESTROOM FACILITIES (THE "PROJECT"). WHEREAS, the City Council of the City of Anna, Texas (the City Council) has previously authorized the City Manager to solicit competitive bids for the Project; and, WHEREAS, the City of Anna, having solicited competitive bids in accordance with State law, opened said bids on June 29, 2017 at 9:01 A.M.; and, WHEREAS, Harris Builders submitted the low base bid and only bid on Bid A having submitted a bid of $48,195.00; and, WHEREAS, Harris Builders submitted the low base bid and only bid on Bid B having submitted a bid of $49,574.00; and, WHEREAS, Harris Builders submitted the low base bid and only bid on Bid C having submitted a bid of $31,440.00; and, WHEREAS, Harris Builders submitted the low base bid and only bid on Bid D having submitted a bid of $29,303.00; and, WHEREAS, the designing architect and MEP engineer, have reviewed said bids; and, WHEREAS, there are funds available for this Project designated for this purpose in the Park Trust Fund; and, WHEREAS, the City Council desires to authorize the City Manager to award the Project bids to and execute a contract with Harris Builders for construction of the Project; NOW THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF ANNA, TEXAS, THAT: Section 1. Recitals Incorporated. The recitals above are incorporated herein as if set forth in full for all purposes. Section 2. Authorization of Contract Awards. The City Council hereby awards bids to and authorizes the City Manager to execute contracts with Harris Builders for the portions of the Project described in Exhibit A, Exhibit B, Exhibit C, and Exhibit D; subject to review and approval of the contract documents by the City Attorney as to legal form. The City Manager is hereby authorized to execute all documents and to take all other actions necessary to finalize, act under, and enforce the construction contracts. PASSED AND APPROVED by the City Council of the City of Anna, Texas, on this 25t" day of July 2017. ATTEST: APPROVED: City Secretary Carrie L. Smith Mayor Mike Crist GRAPHIC CONVENTIONS PROJECT DATA APPLICANT: MR. MAURICE SCHWANKE DIRECTOR OF PLANNING & DEVELOPMENT NORTH ARROW CITY OF ANNA 3223 N. POWELL PARKWAY PO BOX 776 ANNA, TEXAS 75409 123 ROOM DESIGNATION TELEPHONE: 972-924-2616 FAX: 972-924-2620 EMAIL: mschwanke®annatexas.gov 456 DOOR DESIGNAl10N DEVELOPMENT LOCATION: NATURAL SPRINGS PARK W. WHITE STREET (FARM ROAD 455) A ❑ WINDOW DESIGNATION ANNA, TEXAS 754 9 JOSEPH SLATER SCHLUTER SURVEY ABSTRACT A0856, TRACT 43 78 PRECAST CONCRETE PANEL DESIGNATION 19.309 ACRES ZONING: SF—E SINGLE FAMILY RESIDENTIAL —LARGE LOT GLAZING TYPE CODE AUTHORITY: 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL FIRE CODE, PLUMBING CODE 10 NOTE BY SYMBOL & MECHANICAL CODE COLUMN GRID LINE 2015 INTERNATIONAL ENERGY CONSERVATION CODE 2014 NATIONAL ELECTRIC CODE 12A13 SECTION CUT TT Sheet Number Drawing Number 14A15 BUILDING SECTION CUT TT Sheet Number Drawing Number 16A17 ARCHITECTURAL ELEVATION TT Sheet Number Drawing Number 56'-7" L DIMENSION LINE TOP OF JST. ELEVATION EL.=18'—O" C.L. _ CENTER LINE -- -- PROPERTY LINE • MATCH LINE 234.56 EXISTING SPOT GRADE ELEVATION 789 FINISH SPOT GRADE ELEVATION 123 — — — — EXISTING GRADE CONTOUR 456 FINISH GRADE CONTOUR NOTE: ALL SYMBOLS INDICATED ABOVE MAY NOT APPEAR IN THIS PROJECT. SITE Natural Springs Park Slayter Creek 10"N& ANNA 0 Sherley Park FAiH svAa t LOCATION MAP ABBREVIATIONS AFF ABOVE FINISH FLOOR KD KILN DRIED AGG AGGREGATE KW KILOWATT A/C AIR CONDITIONING KD KNOCKED DOWN ALLUM ALUMINUM LAV LAVATORY AMP AMPERE LH LEFT HAND ANGL or L ANGLE LHR LEFT HAND REVERSE APPROX APPROXIMATE LVL LEVEL ASPH ASPHALT LW LIGHT WEIGHT AVE AVENUE LF LINEAR FEET AVG AVERAGE LL LIVE LOAD BM BEAM LBR LUMBER BM BENCH MARK MFR MANUFACTURER BLK BLOCK MK MARK BLKG BLOCKING MAX MAXIMUM BD BOARD MED MEDIUM BRK BRICK MTL METAL BTU BRITISH THERMAL UNIT MTR METER CAB CABINET MIN MINIMUM CPT CARPET MIN or ' MINUTE CLG CEILING NOM NOMINAL CEM CEMENT N NORTH CEM PLAS CEMENT PLASTER NO or # NUMBER CTR CENTER OCT OCTAGONAL CL or ( CENTER LINE OFC OFFICE CER CERAMIC OC ON CENTER CT CERAMIC TILE OPNG OPENING CHAN CHANNEL OZ OUNCE CKT CIRCUIT OD OUTSIDE DIAMETER CKT BKR CIRCUIT BREAKER OA OVERALL CO CLEAN OUT PG PAGE CW COLD WATER PR PAIR COL COLUMN PKG PARKING CONC CONCRETE d PENNY NAIL SIZE) CONC BLK CONCRETE BLOCK x PERCEN CONNX CONNECTION PLAS PLASTER CONTR CONTRACTOR PLAS LAM PLASTIC LAMINATE CNTR COUNTER PL GL PLATE GLASS CF CUBIC FEET/FOOT PLMB PLUMBING CFM CUBIC FEET PER MINUTE PLYWD PLYWOOD CI CUBIC INCH PT POINT CY CUBIC YARD LB or POUND CYL CYLINDER PL or PROPERTY LINE DL DEAD LOAD PC PULL CHAIN DEG or ' DEGREE PB PUSH BUTTON DTL DETAIL QTY QUANTITY DIAM or 0 DIAMETER QT QUART DIM DIMENSION R RADIUS DC DIRECT CURRENT REFL REFLECTED DISC DISCONNECT RET RETURN DWL DOWEL RH RIGHT HAND DN DOWN RHR RIGHT HAND REVERSE DS DOWNSPOUT R RISER DWG DRAWING RFG ROOFING DF DRINKING FOUNTAIN RD ROOF DRAIN EA EACH RO ROUGH OPENING E EAST RND or 0 ROUND ELEC ELECTRIC or ELECTRICAL SS SANITARY SEWER EWC ELECTRIC WATER COOLER SEC or " SECOND ELEV ELEVATION SECT SECTION ENCL ENCLOSURE SEL SELECT ENGR ENGINEER SWR SEWER EQUIP EQUIPMENT SHTG SHEATHING EST ESTIMATE SHT SHEET EXT EXTERIOR SDG SIDING FAB FABRICATE S or SK SINK FT or ' FEET or FOOT S SOUTH FPM FEET PER MINUTE SYP SOUTHERN YELLOW PINE FPS FEET PER SECOND SPCS SPACES FIN FINISH SPKR SPEAKER FIN FLR FINISH FLOOR SQ SQUARE FH FIRE HYDRANT SF SQUARE FEET/FOOT FIXT FIXTURE SS STAINLESS STEEL FLR FLOOR ST STREET FD FLOOR DRAIN STD STANDARD FTG FOOLING STA STATION GAL GALLON STL STEEL GPH GALLONS PER HOUR SUSP SUSPENDED GPM GALLONS PER MINUTE SW SWITCH GPS GALLONS PER SECOND TEL TELEPHONE GALV GALVANIZED TEMP TEMPERATURE GA GAGE TER TERRAZZO GL GLASS THK THICK GOVT GOVERNMENT T&G TONGUE & GROOVE GR GRADE TYP TYPICAL GRND GROUND UL UNDERWRITER'S LABORATORY GYP GYPSUM UR URINAL GWB GYPSUM WALL BOARD VCT VINYL COMPOSITION TILE HC HANDICAP VWC VINYL WALL COVERING HDW HARDWARE V VOLT HD HEAD VOL VOLUMN HTR HEATER WTR WATER HT HEIGHT WC WATER CLOSET HORIZ HORIZONTAL WH WATER HEATER HP HORSE POWER WP WATERPROOF HB HOSE BIBB W WATT HW HOT WATER WHR WATT HOUR IN or " INCH WP WEATHERPROOF INC INCORPORATED WT WEIGHT INFO INFORMATION W WEST ID INSIDE DIAMETER WP WESTERN PINE INSUL INSULATION W/ WITH INT INTERIOR W OUT WITHOUT INV INVERT Wb WOOD JT JOINT WI WROUGHT IRON J—BOX JUNCTION BOX YD YARD YP YELLOW PINE 4ffy 13f •.04%LA r6FAS OFFICE & RESTROOM FINISHOUT FOR NATURAL SPRINGS PARK CITY OF ANNA, TEXAS CONSTRUCTION DOCUMENTS 09/26/16 SPURGIN & ASSOCIATES ARCHITECTS ARCHITECT MCKINNEY, TEXAS RTN DESIGN ASSOCIATES STRUCTURAL ENGINEER ROCKWALL, TEXAS ROOT ENGINEERING SERVICES MEP ENGINEER HOWE, TEXAS INDEX OF DRAWINGS Al EXISTING / DEMO FLOOR PLAN A2 FLOOR PLAN & SCHEDULES A3 DIMENSION CONTROL PLAN & CEILING PLAN A4 EXT. ELEVATIONS, TLT. ACC. PLAN, INT. ELEVATION A5 BUILDING SECTIONS & DETAILS A6 BUILDING SECTIONS A7 MISCELLANEOUS DETAILS S1 NEW INTERIOR SLAB PLAN S2 TYPICAL DETAILS & GENERAL NOTES M1 MECHANICAL PLAN M2 MECHANICAL SCHEDULES & DETAILS M2 MECHANICAL SCHEDULES & DETAILS E1 ELECTRICAL LIGHTING PLAN E2 ELECTRICAL POWER PLAN E3 ELECTRICAL SCHEDULES & DETAILS P1 PLUMBING WATER PLAN P2 PLUMBING WASTE/VENT PLAN P3 PLLUMBING SCHEDULES & DETAILS PROJECT NUMBER: 1610 ISSUE DATE: OCT 2016 SET NUMBER: z O F- a U J m 0 Li O z I U Lu F- 2 U Q U) Ld F- U O N Q d Z_ 0 of N c2 O N O EXISTING STEEL OVERHEAD SECTIONAL I EXISTING CONCRETE APRON TO REMAIN EXISTING CONCRETE SLAB TO REMAIN, SECTION OF BUILDING EXISTING STEEL FRAMES, CHANNELS & TYPICAL ALL LOCATIONS CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR INSTALLATION OF NEW VI REMOVE EXISTING STEEL PIPE & WIRE W MATERIALS ON NORTH WALL, EXISTING METAL WALL PANELS TO REMAIN EXISTING METAL WALL PANELS TO REM) NOTED CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR INSTALLATION OF NEW H EXISTING STEEL FRAMES, CHANNELS & TYPICAL ALL LOCATIONS CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR INSTALLATION OF NEW H EXISTING METAL DOWNSPOUTS TO REMA EXISTING DIRT FLOOR, SEE STRUCT. DW REQUIRED & NEW CONCRETE SLAB, TYP CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR CONSTRUCTION OF NEW CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR CONSTRUCTION OF NEW CUT & REMOVE EXISTING METAL WALL I REQUIRED FOR CONSTRUCTION OF NEW EXISTING STEEL ROOF PURLINS & CHAN REMOVE EXISTING STEEL PIPE & WIRE W MATERIALS ON SOUTH WALL, EXISTING 1 METAL WALL PANELS TO REMAIN EXISTING METAL WALL PANELS TO REM) NOTED EXISTING ELECTRICAL PANEL TO REMAIN EXISTING ELECTRICAL METER TO REMAIN EXISTING STEEL DOOR & FRAME TO REh EXISTING CONCRETE APRON TO REMAIN EXISTING STEEL OVERHEAD SECTIONAL I 10/26/16 OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET TITLE EXISTING/DEMO FLOOR PLAN PROJECT NUMBER 1610 ISSUE DATE OCTOBER 2016 REVISION DATE EXISTING / DEMO FLOOR PLAN 1 /4" = 1'-0" 0 SHEET NUMBER Al z 0 a U J m D m 0 LL- z I U W H 2 U Q cn w Q U 0 U) a d z D m U) (o 0 N 0 U m 0 U m r- It r�i 0 0 N 11-1 0 c v 0 0 LL— au 41 U) Q 0 cfl EXISTING STEEL OVERHEAD SECTIONAL I EXISTING CONCRETE APRON TO REMAIN EXISTING CONCRETE SLAB TO REMAIN, " SECTION OF BUILDING EXISTING STEEL FRAMES, CHANNELS & TYPICAL ALL LOCATIONS, SEE DEMO PL, INFORMATION EXISTING METAL WALL PANELS TO REM) ADDITIONAL INFORMATION, TYPICAL EXISTING METAL DOWNSPOUTS TO REMA 5/8" T-111 PLYWOOD, PAINTED OVER d- ® 16" OC WITH 3-1/2" BATT INSULATI( TYPICAL UNLESS NOTED STEEL DOOR & FRAME AS SCHEDULED, 5/8" T-111 PLYWOOD, PAINTED OVER ® 16" OC WITH 3-1/2" BATT INSULATI( TYPICAL UNLESS NOTED WINDOW AS SCHEDULED, SEE DEMO PLA INFORMATION, TYPICAL FOR 3 LOCATION CONCRETE SLAB, SEE STRUCT. DWGS., SECTION OF BUILDING 5/8" T-111 PLYWOOD, PAINTED, ON EX WALLS; 5/8" GWB, TAPE & BED ONLY, OF WALLS, OVER 2 X 4 WOOD STUDS 4 AT AC CLOSET ONLY MILLWORK, SEE INTERIOR ELEVATION & 5/8" T-111 PLYWOOD WITH 1 X 4 WOO TRIM, PAINTED, ON 2 X 4 WOOD STUDS STEEL TUBE POSTS & GATE, SEE DETAI PLASTIC PANELING ON 5/8" GWB, TAPE 2 X 4 WOOD STUDS ® 16" OC WITH 3- IN STUD CAVITIES ® EXTERIOR WALLS SOLID PLASTIC TOILET PARTITIONS, PAN 4" CONCRETE SIDEWALK, SEE DETAILS ) 5/8" T-111 PLYWOOD WITH 1 X 4 WOO TRIM, PAINTED, ON 2 X 4 WOOD STUDS STEEL TUBE POSTS & GATE, SEE DETAI PLUMBING FIXTURES AS SCHEDULED, SE FOR ADDITIONAL INFORMATION, TYPICAL SOLID PLASTIC TOILET PARTITIONS, PAN PLASTIC PANELING ON 5/8" GWB, TAPE 2 X 4 WOOD STUDS ® 16" OC WITH 3- IN STUD CAVITIES ® EXTERIOR WALLS EXISTING ELECTRICAL PANEL TO REMAIN EXISTING ELECTRICAL METER TO REMAIN 5/8" T-111 PLYWOOD, 1 X 4 WOOD BA WOOD TRIM ALL AROUND, PAINTED, ON NEW WALL AT 4 LOCATIONS ONLY EXISTING STEEL DOOR & FRAME TO REh EXISTING CONCRETE APRON TO REMAIN EXISTING STEEL OVERHEAD SECTIONAL L.,.,l. l., I.L-I.lr,%Il. FLOOR PLAN 1 /4" = 1'-0" ROOM FINISH SCHEDULE z o Q Q W u- m 3 0 X—X—X—X FINISH KEY SEE FLOOR PLANS FOR ADDITIONAL NOTES AND FINISH INFO. DES. I DESCRIPTION FLOORING 0 SEALED CONCRETE 1 RAISED PLYWOOD PLENUM FLOOR BASE 0 NONE 1 1 X 4 WOOD BASE, PAINTED WALLS 0 5/8" T-111 PLYWOOD, PAINTED 1 PLASTIC PANELING OVER 5/8" GWB 2 5/8" GWB, TAPE & BED ONLY CEILINGS 0 EXPOSED CONSTRUCTION, PAINTED 1 TECTUM PANELS W/WHITE FINISH 2 5/8" GWB, TAPE & BED ONLY PLUMBING FIXTURE SCHEDULE (A A) & TEXASRICANS ACCESS B WITHACT LITIES STANDARDS (TAS) DESIG. DESCRIPTION MOUNTING HEIGHT (A.F.F. UNLESS NOTED) LAV LAVATORY (RIM) 36" MAX. HLAV HANDICAP ACCESSIBLE LAVATORY (RIM/KNEESPACE) 34" MAX./27" MIN. UR URINAL (RIM) 24" HUR HANDICAP ACCESSIBLE URINAL (RIM/FLUSH CONTROL) 17" MAX./44" MAX. WC WATER CLOSET (TOP OF SEAT) 15" TO TOP OF SEAT HWC HANDICAP ACCESSIBLE WATER CLOSET (TOP OF SEAT/FLUSH CONTROL) (MOUNT FLUSH CONTROL ON WIDE SIDE OF TOILET AREA) 17"-19"/44" MAX. HSINK HANDICAP ACCESSIBLE SINK (RIM) PARALLEL APPROACH 34" MAX. HWF HANDICAP ACCESSIBLE WASH FOUNTAIN (RIM) 34" MAX. 3'-4" 2" S-0" " 2'-10" 2" 2�-6" " 4'-0" 6'-6" ilf- 2" S-0" 2" S-0" 2" 1-3/4" STEEL DOOR W/ 1-3/4" STEEL DOOR W/ EXTRUDED ALUMINUM FRAME STEEL FRAME, PAINTED, W/ STEEL FRAME, PAINTED STEEL FRAME, PAINTED W/ANODIZED MILL FINISH, W/ 1 /4" CLEAR PLATE GLASS 3/4" TINTED INSUL. GLASS 01 02 03 04 05 06 07 A❑ ❑B DOOR/WINDOW SCHEDULE 1 /4" = 1'—O" 10/26/16 '.!Iry ui A%w. to ILA! OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET TITLE FLOOR PLAN & MISC. SCHEDULES PROJECT NUMBER 1610 ISSUE DATE OCTOBER 2016 REVISION DATE SHEET NUMBER z 0 a U J m D O LL- O Z I U W S U Q w a_ U 0 U) a d Z D IL cn O N O EXISTING METAL WALL PANELS REMAIN, SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, TYPI( EXISTING METAL DOWNSPOUTS REMAIN, TYPICAL 6" BATT INSULATION ABOVE 1- THICK X 30" WIDE TECTUM CEII. PANELS WITH WHITE FACTORY f REST ONE END OF PANEL ON I ROOF PURLIN, INSTALL WALL Al ON OPPOSITE ROOF PURLIN FOI SUPPORT, TYPICAL STRIP FLOURESCENT LIGHT FIX1 SURFACE MOUNTED ON BOTTOM PURLINS, SEE MEP DWGS., TYPI EXISTING FLUORESCENT LIGHT F TO REMAIN, TYPICAL EXISTING STEEL FRAMING MEMB ROOF PURLINS TO REMAIN, TYP PAINT EXISTING ROOF PURLINS FRAMING TO REMAIN, TYPICAL 5/8" GWB CEILING, TAPE & BEI 5/8" T-111 PLYWOOD SOFFIT V 1 X 4 WOOD TRIM, PAINTED 6" BATT INSULATION ABOVE 1- THICK X 30" WIDE TECTUM CEII PANELS WITH WHITE FACTORY f REST ONE END OF PANEL ON I ROOF PURLIN, INSTALL WALL Al ON OPPOSITE ROOF PURLIN FOI SUPPORT, TYPICAL PAINT EXISTING ROOF PURLINS FRAMING TO REMAIN, TYPICAL LED DOWNLIGHT FIXTURES SURF MOUNTED ON BOTTOM OF ROOF PURLINS, SEE MEP DWGS., TYPI RECESSED LIGHT FIXTURE, SEE MEP DWGS., TYPICAL FOR 3 EXISTING METAL DOWNSPOUTS REMAIN, TYPICAL 5/8" T-111 PLYWOOD SOFFIT V 1 X 4 WOOD TRIM, PAINTED EXISTING VINYL -BACK INSULATI DRAPED OVER ROOF PURLINS 1 REMAIN, TYPICAL EXISTING METAL WALL PANELS REMAIN, SEE FLOOR PLAN FOR ADDITIONAL INFORMATION, TYPI( 10/26/161 I r L. • 1'.'aJ OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET TITLE DIMENSION CONTROL PLAN & REFLECTED CEILING PLAN PROJECT NUMBER 1610 ISSUE DATE OCTOBER 2016 REVISION DATE DIMENSION CONTROL PLAN REFLECTED CEILING PLAN SHEET NUMBER 1 /4" = 1'-0" is 1 /4" = 1'-0" A3 z 0 Q U J m m 0 0 z U W F- U Q cn w Q U 0 cn U) a d z CD m U) c2 0 N O 2 U_ 0 U m It co N O 0 c v 0 0 au 41 U) Q 0 cfl EXISTII EXISTII EXISTII EXISTII EXISTII EXISTII ROOF GUTTE ENSUF INSIDE EAVE EXISTII EXISTII > 11 171 17�4 1 CUT & WINDO EXISTII DEMO CUT & & INS' WOOD NOTE: PARTIAL NORTH ELEVATION 1 /4" = 1'-0" JG METAL ROOF PANELS & GABLE TRIM TO RE JG METAL GUTTER & DOWNSPOUTS TO REMAIN JG METAL WALL PANELS TO REMAIN, TYPICAL JG METAL CORNER TRIM TO REMAIN, TYPICAL JG METAL WALL —TO —ROOF FLASHING TO REMF JG METAL ROOF PANELS TO REMAIN. AT LOW PANELS FROM EAVE STRUT BELOW & INSERT Z TO EXTEND 6" MINIMUM BEHIND GUTTER BEI E RUNOFF DRAINS INTO GUTTER & PREVENTS FACE OF METAL WALL PANELS; RE —ATTACH STRUT THROUGH NEW METAL FLASHING JG METAL CORNER TRIM TO REMAIN, TYPICAL JG METAL GUTTER & DOWNSPOUTS TO REMAIN REMOVE EXISTING METAL WALL PANELS AS F N AS SCHEDULED, COMPLETE WITH METAL J-1 JG METAL WALL PANELS TO REMAIN UNLESS I' PLAN FOR ADDITIONAL INFORMATION, TYPICAL REMOVE EXISTING METAL WALL PANELS AS F -ALL 5/8" T-111 PLYWOOD & 1 X 4 WOOD TF STUDS ® 16" OC, SEE FLOOR PLAN FOR ADD m SECURITY GATES NOT SHOWN FOR CLARITY OF ENTRANCE AREAS TOILET ACCESSORY SCHEDULE DESIG. DESCRIPTION (10810 UNLESS NOTED) MANUFACTURER/MODEL MTG. HEIGHT (FROM FINISH FLOOR UNLESS NOTED) TA1 36" GRAB BARS (MOUNT 6" FROM CORNER) BRADLEY 8120-001 36" 33-36" TO TOP OF BAR TA2 42" GRAB BARS (MOUNT 12" FROM CORNER) BRADLEY 8120-001 42" 33-36" TO TOP OF BAR TA3 TOILET TISSUE DISPENSER BRADLEY 5241-50 15"-48" TO TISSUE ACCESS TA4 STAINLESS STEEL MIRROR BRADLEY 7481 24" X 42" 40" MAX. TO BOTTOM EDGE OF REFLECTING SURFACE TA5 PAPER TOWEL DISPENSER BRADLEY 250-15 42" MAX. TO PAPER SLOT TA6 PAPER TOWEL DISPENSER BRADLEY 252 42" MAX. TO PAPER SLOT TA7 SOAP DISPENSER BRADLEY 6562 40" TO VALVE TA8 WASTE RECEPTACLE BRADLEY 344 36" TO RECEPTACLE TOP LIP TA9 FEMININE NAPKIN DISPOSAL BRADLEY 4722-15 30" TO TOP OF UNIT TOILET ACCESSORY PLAN 1 /4" = 1'-0" WEST ELEVATION 1 /4" = 1'-0" _ x co 171- iV II I I I co N o F1141S H A SCHED L D TA6 w I w io t-------- --------' I II II II I `° o 04 L—Li \,I --\Iz > I --\Iz I --\Iz > Iz 16"f I_ 2'-8" 1_ 2'-8" 1_ 2'-8" 1_ 16"f I_ 3'-0" REF SPC 13'-8 1 /4"t ELEVATION-BREAKROOM 1 /2" = 1'-0" 10/26/16 OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET TITLE EXTERIOR ELEVATIONS, TOILET ACC PLAN & INTERIOR ELEVATION PROJECT NUMBER 11610 ISSUE DATE OCTOBER 2016 REVISION DATE SHEET NUMBER w EXISTING METAL ROOF PANELS TO REMAIN. AT LOW END OF ROOF, DETACH ROOF PANELS FROM EAVE STRUC BELOW & INSERT NEW METAL FLASHING OVER GUTTER TO EXTEND 6" MINIMUM BEHIND GUTTER BELOW ROOF PANELS TO ENSURE RUNOFF DRAINS INTO GUTTER & PREVENTS RUNOFF RUNNING DOWN INSIDE FACE OF METAL WALL PANELS; RE -ATTACH METAL ROOF PANELS TO EAVE STRUT THROUGH NEW METAL FLASHING EXISTING METAL GUTTER & DOWNSPOUT TO REMAIN EXISTING EAVE STRUT TO REMAIN — 1 X2 WOOD TRIM, PAINTED EXISTING ROOF PURLINS TO REMAIN 6" BATT INSULATION ABOVE 1-1/2" THICK TECTUM PANELS SPANNING BETWEEN PURLINS 5/8" T-111 PLYWOOD, PAINTED, ON 2X4 WOOD STUDS 0 16" OC 3-1/2" BATT INSULATION ROOF EAVE DETAIL 1-1/2" = 1'-O" z O F_ a U m D m O LL O z I U Ld H U Q Ld Q U O V) a d z c� D m 0 N O 1 EXISTING METAL ROOF PANELS & GABLE TRIM TC EXISTING METAL GUTTER & DOWNSPOUTS TO REN EXISTING METAL WALL PANELS TO REMAIN, TYPIC EXISTING STEEL FRAMING MEMBERS & ROOF PUR EXISTING METAL WALL -TO -ROOF FLASHING TO R EXISTING METAL ROOF PANELS TO REMAIN. AT L STRUT BELOW & INSERT NEW METAL FLASHING C BELOW ROOF PANELS TO ENSURE RUNOFF DRAIN INSIDE FACE OF METAL WALL PANELS; RE-ATTAI NEW METAL FLASHING EXISTING METAL GUTTER & DOWNSPOUTS TO REti EXISTING STEEL FRAMING MEMBERS & WALL GIRT 6" BATT INSULATION ABOVE 1-1/2" THICK X 30 FINISH, REST ONE END OF PANEL ON LIP OF RO PURLIN FOR PANEL SUPPORT, TYPICAL 5/8" T-111 PLYWOOD, PAINTED, ON 2X4 WOOD CORNICE, PAINTED AT NEW GUTTER FLASHING STEEL WINDOW FRAME AS SCHEDULED, PAINTED, STEEL DOOR & FRAME AS SCHEDULED, PAINTED EXISTING METAL WALL PANELS TO REMAIN UNLE� ADDITIONAL INFORMATION, TYPICAL EXISTING CONCRETE SLAB & GRADE BEAMS TO F CONCRETE SLAB & GRADE BEAMS WITH SEALED INFORMATION SPREAD EXISTING SOIL REMOVED IN PREPARA1101 AROUND EXISTING DOWNSPOUTS & AS REQ'D. TO BUILDING PERIMETER BUILDING SECTION 1 /2" = 1'-0" EXISTING METAL ROOF PANELS & GABLE TRIM TO REMAIN, TYPICAL EXISTING METAL GUTTER & DOWNSPOUTS TO REMAIN AT HIGH ROOF, TYPICAL EXISTING METAL WALL PANELS TO REMAIN, TYPICAL EXISTING STEEL FRAMING MEMBERS & ROOF PURLINS TO REMAIN, TYPICAL 3/4" PLYWOOD DECK ON 2X8 WOOD JOISTS ® 12" OC WITH 5/8" GWB CEILING, TAPE & BED ONLY EXISTING METAL WALL -TO -ROOF FLASHING TO REMAIN, TYPICAL 5/8" GWB, TAPE & BED ONLY INSIDE A/C CLOSET EXISTING STEEL FRAMING MEMBERS & ROOF PURLINS TO REMAIN, TYPICAL EXISTING METAL ROOF PANELS TO REMAIN. AT LOW END OF ROOF, DETACH ROOF PANELS FROM EAVE STRUT BELOW & INSERT NEW METAL FLASHING OVER GUTTER TO EXTEND 6" MINIMUM BEHIND GUTTER BELOW ROOF PANELS TO ENSURE RUNOFF DRAINS INTO GUTTER & PREVENTS RUNOFF RUNNING DOWN INSIDE FACE OF METAL WALL PANELS; RE -ATTACH METAL ROOF PANELS TO EAVE STRUCT THROUGH NEW METAL FLASHING 6" BATT INSULATION, TYPICAL EXISTING METAL GUTTER & DOWNSPOUTS TO REMAIN AT LOW ROOF, TYPICAL 2" X 4" STEEL CHANNEL JAMBS & HEADER & METAL J-TRIM AT NEW ENTRANCES STEEL SECURITY GATE, PAINTED, SEE GATE ELEVATION 17A7 5/8" T-111 PLYWOOD SOFFIT WITH 1X4 TRIM, PAINTED, ON 2X8 WOOD JOISTS ® 12" OC 6" BATT INSULATION ABOVE 1-1/2" THICK X 30" WIDE TECTUM CEILING PANELS WITH WHITE FACTORY FINISH, REST ONE END OF PANEL ON LIP OF ROOF PURLIN, INSTALL WALL ANGLE ON OPPOSITE ROOF PURLIN FOR PANEL SUPPORT, TYPICAL 5/8" T-111 PLYWOOD, PAINTED, ON 2X4 WOOD STUDS ® 16" OC, WITH 1 X4 WOOD BASE & 1 X2 WOOD CORNICE, PAINTED STEEL DOOR & FRAME AS SCHEDULED, PAINTED MILLWORK, SEE INTERIOR ELEVATION 2A4 FOR ADDITIONAL INFORMATION, TYPICAL EXISTING CONCRETE SLAB & GRADE BEAMS TO REMAIN CONCRETE SLAB & GRADE BEAMS WITH SEALED FINISH, SEE STRUCT. DWGS. FOR ADDITIONAL INFORMATION CONCRETE WALK, SEE DETAILS SHEET A4. SPREAD EXISTING SOIL REMOVED IN PREPARATION OF NEW CONCRETE WALKS TO FILL DEPRESSIONS AROUND EXISTING DOWNSPOUTS & AS REQ'D. TO SLOPE GRADE FOR POSITIVE DRAINAGE AWAY FROM BUILDING PERIMETER THRU BREAKROOM LOOKING NORTH EXISTING METAL ROOF PANELS ON 8" STEEL ROOF PURLINS TO REMAIN, SEE 3A7 FOR MODIFICATIONS DBL. 2X4 TOP PLATE METAL GUTTER FLASHING, SEE 3A5 EXISTING EAVE STRUT TO REMAIN EXISTING GUTTER & DOWNSPOUT TO REMAIN EXISTING METAL WALL PANEL, CUT & REMOVE AS REQ'D. FOR CONSTRUCTION OF NEW ENTRANCE AREAS 2" X 4" STEEL CHANNEL HEAD & JAMBS AT NEW ENTRANCES. INSTALL METAL J-TRIM TO MATCH WALL PANELS DBL. 2X BEAM W/PLYWOOD SPACER 1X4 WOOD TRIM, PAINTED 1-1/2" SQUARE STEEL TUBE SECURITY GATE W/ 3/4" SQUARE STEEL PICKETS, SEE 17A7 1X4 WOOD TRIM AT JAMB BEYOND, PAINTED, SEE 7A7 5/8" T-111 PLYWOOD SOFFIT, PAINTED, ON 2X8 JOISTS ® 12" OC 6" BATT INSULATION 10/26/161 ui x.%'4A re Rm OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET TITLE BUILDING SECTIONS PROJECT NUMBER 1610 ISSUE DATE OCTOBER 2016 REVISION DATE BUILDING SECTION 1 /2" = 1'-0" THROUGH ENTRY #1 /KITCHENETTE LOOKING SOUTH r; " 4 " ROOF EAVE DETAIL 1-1/2" = 1'-O" AT NEW ENTRANCE FRAMING SHEET NUMBER A5 z O F_ a U m D 0- fy O Li O z I V) U Ld H U ry Q V) Lu F- Q U O V) V) a od z c� ry D 0- V) c2 0 N O EXISTING METAL ROOF PANELS & GABLE TRIM T( EXISTING METAL GUTTER & DOWNSPOUTS TO REK EXISTING METAL WALL PANELS TO REMAIN, TYPI( EXISTING STEEL FRAMING MEMBERS & ROOF PUR EXISTING METAL WALL —TO —ROOF FLASHING TO R EXISTING METAL ROOF PANELS TO REMAIN. AT L STRUT BELOW & INSERT NEW METAL FLASHING C BELOW ROOF PANELS TO ENSURE RUNOFF DRAIN INSIDE FACE OF METAL WALL PANELS; RE—ATTAI NEW METAL FLASHING EXISTING METAL GUTTER & DOWNSPOUTS TO REti EXISTING STEEL FRAMING MEMBERS & WALL GIRT 6" BATT INSULATION ABOVE 1-1/2" THICK X 30 FINISH, REST ONE END OF PANEL ON LIP OF RO PURLIN FOR PANEL SUPPORT, TYPICAL PLASTIC PANELING OVER 5/8" GWB, TAPE & BE( WOOD BASE & 1X2 CORNICE, PAINTED SOLID PLASTIC TOILET PARTITIONS, PANELS & D( STEEL DOOR & FRAME AS SCHEDULED, PAINTED EXISTING METAL WALL PANELS TO REMAIN UNLE! ADDITIONAL INFORMATION, TYPICAL EXISTING CONCRETE SLAB & GRADE BEAMS TO F CONCRETE SLAB & GRADE BEAMS WITH SEALED INFORMATION SPREAD EXISTING SOIL REMOVED IN PREPARATIO1 AROUND EXISTING DOWNSPOUTS & AS REQ'D. TO BUILDING PERIMETER BUILDING SECTION 1/2" = 1'-0" THRU WOMEN'S RESTROOM LOOKING NORTH EXISTING METAL ROOF PANELS & GABLE TRIM TO REMAIN, TYPICAL EXISTING METAL GUTTER & DOWNSPOUTS TO REMAIN AT HIGH ROOF, TYPICAL EXISTING METAL WALL PANELS TO REMAIN, TYPICAL EXISTING STEEL FRAMING MEMBERS & ROOF PURLINS TO REMAIN, TYPICAL EXISTING METAL WALL —TO —ROOF FLASHING TO REMAIN, TYPICAL EXISTING METAL ROOF PANELS TO REMAIN. AT LOW END OF ROOF, DETACH ROOF PANELS FROM EAVE STRUT BELOW & INSERT NEW METAL FLASHING OVER GUTTER TO EXTEND 6" MINIMUM BEHIND GUTTER BELOW ROOF PANELS TO ENSURE RUNOFF DRAINS INTO GUTTER & PREVENTS RUNOFF RUNNING DOWN INSIDE FACE OF METAL WALL PANELS; RE —ATTACH METAL ROOF PANELS TO EAVE STRUCT THROUGH NEW METAL FLASHING EXISTING METAL GUTTER & DOWNSPOUTS TO REMAIN AT LOW ROOF, TYPICAL EXISTING STEEL FRAMING MEMBERS & WALL GIRTS TO REMAIN, TYPICAL UNLESS NOTED 6" BATT INSULATION ABOVE 1-1/2" THICK X 30" WIDE TECTUM CEILING PANELS WITH WHITE FACTORY FINISH, REST ONE END OF PANEL ON LIP OF ROOF PURLIN, INSTALL WALL ANGLE ON OPPOSITE ROOF PURLIN FOR PANEL SUPPORT, TYPICAL PLASTIC PANELING OVER 5/8" GWB, TAPE & BED ONLY, ON 2X4 WOOD STUDS ® 16" OC, WITH 1 X4 WOOD BASE & 1 X2 CORNICE, PAINTED SOLID PLASTIC TOILET PARTITIONS, PANELS & DOOR, TYPICAL STEEL DOOR & FRAME AS SCHEDULED, PAINTED EXISTING METAL WALL PANELS TO REMAIN UNLESS NOTED OTHERWISE, SEE DEMO PLAN FOR ADDITIONAL INFORMATION, TYPICAL EXISTING CONCRETE SLAB & GRADE BEAMS TO REMAIN CONCRETE SLAB & GRADE BEAMS WITH SEALED FINISH, SEE STRUCT. DWGS. FOR ADDITIONAL INFORMATION SPREAD EXISTING SOIL REMOVED IN PREPARATION OF NEW CONCRETE WALKS TO FILL DEPRESSIONS AROUND EXISTING DOWNSPOUTS & AS REQ'D. TO SLOPE GRADE FOR POSITIVE DRAINAGE AWAY FROM BUILDING PERIMETER 10/26/16 1 t Gay, of MRA! OFFICE & RESTROOM FINISHOUT FOR OLD HORSE BARN NATURAL SPRINGS PARK CITY OF ANNA, TEXAS SHEET nn.e BUILDING SECTIONS PROJECT NUMBER 1610 ISSUE DATE OCTOBER 2016 REVISION DATE BUILDING SECTION 1/2" = 1'-0" THRU MEN'S RESTROOM LOOKING SOUTH SHEET NUMBER A6 aa (D E 0 U EXISTING METAL ROOF PANELS ON EXISTING 8" STEEL 'C' PURLINS 6" THERMAL BATT INSULATION 1X4 WOOD TRIM CONT., FINISH TO MATCH WALLS 1-1/2" THK. TECTUM PANELS1 I FI_ SPANNING BETWEEN PURLINS 3-1/2" ACOUSTICAL BATT INSULATION IN ALL INT. WALLS 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED BREAKROOM OFFICE WALL / CEI LING DETAIL 1 1/2" - 1'-0" EXISTING METAL ROOF PANELS ON EXISTING 8" STEEL 'C' PURLINS 6" THERMAL BATT INSULATION 1X4 WOOD TRIM CONT., FINISH TO MATCH WALLS 1-1/2" THK. TECTUM PANELS SPANNING BETWEEN PURLINS 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WALLS 5/8" T-111 PLYWOOD ON FACE OF 2X4 WOOD STUDS ® 16" OC, FINISH AS SCHEDULED PLASTIC PANELING OVER 5/8" GWB MEN'S RESTROOM � KITCHENETTE WALL/C ElINGDE TAI L 1 1/2" - 1'-0" EXISTING METAL ROOF PANELS ON EXISTING r- 8" STEEL 'C' PURLINS 6" THERMAL BATT INSULATION 1-1/2" THK. TECTUM PANELS SPANNING BETWEEN PURLINS 1X4 WOOD TRIM CONT., FINISH TO MATCH WALL 6" THERMAL BATT INSULATION 5/8" T-111 PLYWOOD SOFFIT ON 2X8 WOOD RAFTERS ® 12" OC, FINISH AS SCHEDULED 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WALLS 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED WALL / CEI LI 1 1/2" - 1'-0" EXISTING METAL ROOF PANELS ON EXISTING 8" STEEL 'C' PURLINS 6" THERMAL BATT INSULATION 1-1/2" THK. TECTUM PANELS SPANNING BETWEEN PURLINS 1X4 WOOD TRIM CONT., FINISH TO MATCH WALL 6" THERMAL BATT INSULATION 5/8" T-111 PLYWOOD SOFFIT ON 2X8 WOOD RAFTERS ® 12" OC, FINISH AS SCHEDULED 3-1/2" ACOUSTICAL BATT INSULATION IN ALL INT. WALLS PLASTIC PANELING OVER 5/8" GWB ON 2X4 WOOD STUDS ® 16" OC rA WALL / CEI LI 1 1/2" = 1'-0" NG DETAIL NG DETAIL 5/8" T-111 PLYWOOD ON FACE OF 2X4 WOOD STU[ 16" OC, FINISH AS SCHE[ 3-1/2- ACOUSTICAL BAT INSULATION IN ALL INT. N 2X4 WOOD SOLE PLATE IN SOLID BED OF MASTIC 1X4 WOOD BASE CONT., FINISH TO MATCH WALLS HOLD T-111 SIDING 1/4" HOLD 1X4 BASE 1/8" AFI �WALL BASE DETAI L MEN'S RESTROOM KITCHENETTE 5/8" T-111 PLYWOOD ON 2X4 STUDS ® 16" OC, FINISH AS All I SCHEDULED 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WALLS PLASTIC PANELING OVER 5/8" GWB, DO NOT EXTEND PLASTIC PANELING BEHIND WOOD BASE HOLD T-111 SIDING 1/4" AFF 2X4 WOOD SOLE PLATE SET IN SOLID BED OF MASTIC 1X4 WOOD BASE CONT., FINISH TO MATCH WALLS HOLD GWB 1 /4" AFF, HOLD 1 X4 BASE 1 /8" AFF, TYP. Kr� �WALL BASE DETAI L 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED 3-1/2- ACOUSTICAL BATT INSULATION IN ALL EXT. WALLS EXISTING METAL WALL PANELS & WALL GIRTS, CUT &REMOVE AS REQ'D. FOR CONSTRUCTION OF NEW ENTRANCE AREAS 1X2 WOOD CORNER TRIM, PAINTED NEW 2" X 4" STEEL CHANNEL JAMB, ANCHOR FREE END OF CUT WALL GIRTS W/STEEL CLIPS AS REQ'D. INSTALL METAL J-TRIM TO MATCH EXISTING WALL PANELS BACKER ROD & SEALANT 1X2 WOOD TRIM, PAINTED 1-1/2" SQUARE STEEL TUBE GATE JAMB ANCHORED TO WALL 0 AS REQ'D., W/PADLOCK LOOP STEEL GATE, SEE ELEV 17A7 0 2" WIDE X 3" LONG STEEL PLATE HASP WELDED TO GATE FRAME r7- \ PLAND�E TA I L V 1 1/2" - 1'-0" 5/8" T-111 PLYWOOD ON EACF FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED 3-1/2" ACOUSTICAL BATT INSULATION IN ALL EXT. WALLS 1-1/2" SQUARE STEEL TUBE GATE POST ANCHORED TO WAL AS REQ'D., W/PADLOCK LOOP NOTE: PROVIDE SIMILAR GATE POST ADJACENT TO DOORS 02 & 03 ANCHORED TO SLAB & SOFFIT W/STEEL CLIP ANGLES AS REQ'D. STEEL GATE (IN OPEN POSITION SEE ELEVATION 17A7 5/8" T-111 PLYWOOD ON 2X4 WOOD STUDS ® 16" OC, FINISH AS SCHEDULED 1X2 WOOD CORNER TRIM, PAINT 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WALLS PLASTIC PANELING OVER 5/8" ON 2X4 WOOD STUDS ® 16" Oi_ roPLAN DETAIL 1 1/2" = 1'-0" 5/8" T-111 PLYWOOD ON Ej FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDUL 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WAL DOUBLE 2X6 WOOD HEADER CALK EACH SIDE OF FRAME STEEL FRAME AS SCHEDULEI STEEL DOOR AS SCHEDULED 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED 3-1/2" ACOUSTICAL BATT INSULATION IN ALL EXT. WALLS EXISTING METAL WALL PANELS & WALL GIRTS, CUT & REMOVE AS REQ'D. FOR CONSTRUCTION OF NEW ENTRANCE AREAS NEW 2" X 4" STEEL CHANNEL JAMB, ANCHOR FREE END OF CUT WALL GIRTS W/STEEL CLIPS AS REQ'D. INSTALL METAL J-TRIM N TO MATCH EXISTING WALL PANELS SEALANT EACH SIDE Q EXTRUDED ALUMINUM WINDOW FRAME W/ANODIZED MILL FINISH, $0 W/INTEGRAL HEAD & SILL TRIM & SNAP -IN JAMB FINS io GLASS AS SCHEDULED 1 X JAMB TRIM & 1X4 FACE TRIM, FINISH AS SCHEDULED DOOR 01.02.05-HEAD 1 1/2" - 1'-0" 5/8" T-111 PLYWOOD ON FACE OF 2X4 WOOD STU[ 16" OC, FINISH AS SCHEC 3-1/2- ACOUSTICAL BAT INSULATION IN ALL INT. V DOUBLE 2X4 WOOD STUD CALK EACH SIDE OF FRAI STEEL FRAME AS SCHEDU STEEL DOOR AS SCHEDUL 4ZN DOOR 01.02.05-JAMB 1 1/2" = 1'-0" 5/8" T-111 PLYWOOD ON E) FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDUL PLASTIC PANELING OVER 5/ 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WAL DOUBLE 2X6 WOOD HEADER CALK EACH SIDE OF FRAME STEEL FRAME AS SCHEDULE[ STEEL DOOR AS SCHEDULED DOOR 03, 04- 1 1/2" = 1'-0" 5/8" T-111 PLYWOOD ON FACE OF 2X4 WOOD STU[ 16" OC, FINISH AS SCHEC PLASTIC PANELING OVER 3-1/2" ACOUSTICAL BAT INSULATION IN ALL INT. V DOUBLE 2X4 WOOD STUD CALK EACH SIDE OF FRAI STEEL FRAME AS SCHEDU STEEL DOOR AS SCHEDUL �WlNDOW A�-AM B 1 X SILL TRIM & 1X4 FACE TRIM, FINISH AS SCHEDULED GLASS AS SCHEDULED EXTRUDED ALUMINUM WINDOW FRAME W/ANODIZED MILL FINISH, W/INTEGRAL HEAD & SILL TRIM & SNAP -IN JAMB FINS SEALANT EACH SIDE NEW 2" X 4" STEEL CHANNEL JAMB & SILL, ANCHOR FREE END OF CUT WALL GIRTS W/ STEEL CLIPS AS REQ'D. INSTALL METAL DRIP EDGE TO MATCH EXISTING WALL PANELS EXISTING METAL WALL PANELS CUT & REMOVE AS REQ'D. FOR INSTALLATION OF NEW WINDOWS 3-1/2- ACOUSTICAL BATT INSULATION IN ALL EXT. WALLS 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED 1„ WINDOW A -SILL 1 1/2" = 1'-0" 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED 3-1/2- ACOUSTICAL BATT INSULATION IN ALL INT. WALLS DOUBLE 2X6 WOOD HEADER W/SHIM CALK EACH SIDE OF FRAME N STEEL FRAME AS SCHEDULED U- A 00 17: GLASS AS SCHEDULED 5-3/4" HEAD WINDOW B-HEAD DOOR 06,07 SIM. 15 1 1/2" = 1'-0" 5/8" T-111 PLYWOOD ON EACH FACE OF 2X4 WOOD STUDS 16" OC, FINISH AS SCHEDULED DOOR 03, 04-JAM B 1 1/2" = 1'-0" 3-1/2" ACOUSTICAL BATT INSULATION IN ALL INT. WALLS DOUBLE 2X4 WOOD STUD CALK EACH SIDE OF FRAME - N STEEL FRAME AS SCHEDULED GLASS AS SCHEDULED WINDOW DOOR 06,07 SIM. v % 1 1/2" = 1'-0" 1-1/2" SQUARE STEEL TUBE JAMB POSTS SECURED TO WALL W/COUNTERSUNK ANCHORS (4 MINIMUM) EACH SIDE OF GATE 3/4" SQUARE STEEL PICKETS SPACED 4" OC MAXIM 1-1/2" SQUARE STEEL TUBE GATE FRAME & INTERN CROSS MEMBERS W/JOINTS WELDED & GROUND SMO PADLOCK LOOP WELDED TO JAMB POST 2"W X 3"L STEEL PLATE HASP WELDED TO GATE FR HEAVY DUTY HINGES (4 MINIMUM) WELDED TO GATE & JAMB POSTS, TYPICAL NOTE: PROVIDE 3 ADDITIONAL JAMB POSTS (1 AT E, GATE) W/PADLOCK LOOP FOR SECURING GATE IN OF POSITION. AT DOOR 01, ANCHOR ADD'L. JAMB POST WALL SIMILAR TO EACH SIDE OF GATE; AT DOORS C 03, ANCHOR ADD'L. JAMB POSTS TO CONCRETE SLA SOFFIT CONSTRUCTION W/STEEL CLIP ANGLES AS RE NOTE: PRIME & PAINT GATE, PICKETS, JAMB POSTS ALL LOCKING HARDWARE A TYPICAL EDIATE s N I iV )TH 0 I N iV 0 I co 4ME CH EN EN TO 2 & 3 & Q'D. & SECURITY GATE ELEVATION 3/4" = 1'-0" N LL x 00 7., VIEWED FROM INSIDE ENTRANCE AREA W/GATE CLOSED #4 SMOOTH DOWELS X 18" 1 PROVIDE CONTROL LONG, LUBRICATED, AT 18" OC I JOINTS 5'-0" OC BUILDING MAXIMUM 1" X 4" REDWOOD EXP. JT. PROVIDE EXPANSION JOINTS 30'-0" OC 1" X 4" REDWOOD EXP. JT. 4" CONCRETE WALK MAXIMUM 4" CONCRETE WALK #3 AT 12" #3 AT 12" OC EACH WAY i.� OC EACH WAY 5-3 COMPACTED SUBGRADE COMPACTED SUBGRADE B-JAMB WINDOW B SILL SIM. (18 WALK E�XP�JT. WALK EXP. JT. 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Z ~ (L z w O y ru LU O O Z U CO o ac c=n U) O o z q Q z o�z O C14(S)F m � =3 q O U �N o o to J 1-2 L.1 cfJ J to \ \ u e II 1 li - cQ III J w Ia z I Q- I � - o �-II II II LI al `� (k z LLI N &�C1 >L LL1 q Z�J q liS m wLU J w =z� to U w UW0 .111gL, O O z `l' w IQ wgLu g I: mzn� I. _1 I 11 In m\� I I O U I 0 p 1 I� JL-II II II I I U JL-II II �I _1 U � II oI Z - Oy m\�r z _ w w -1 `" to tL L- N LLI ld Na�� q z0 o mZ d)O DRAUJINC� LEGEND DETAIL DESCRIPtION SUPPLY DIFFUSER WITH RIGID ROUND ❑ ELBOW CONNECTION AND INSULATED FLEXIBLE DUCT "OUT RETURN GRILLE WITH RIGID ROUND ❑ ELBOW CONNECTION AND INSULATED FLEXIBLE DUCT RUNOUt FAN (EXHAUST, TRANSFER, ETC.) REFER TO SCHEDULE (� THERMOSTAT (FOR FURNACE, RtU ETC.) O SPACE TEMPERATURE SENSOR (DUCT MOUNTED UNLESS NOTED OTHERWISE) SDd SMOKE DUCT DETECTOR O HUMIDITY SENSOR (DUCT MOUNTED UNLESS SHOWN / NOTED OTHERWISE) GO G02 SENSOR (DUCT MOUNTED UNLESS SHOWN / NOTED OTHERWISE) MOTORIZED DAMPER RECTANGULAR OR ROUND SUPPLY OR RETURN DUCT !AS NOTED) ROUND INSULATED FLEXIBLE DUCT LOCKING MANUAL BALANCE DAMPER RECTANGULAR TAKE -OFF FROM x �GtANGULAR DUCT WITH LOCKING VOLUME DAMPER ROUND TAKE -OFF FROM RECTANGULAR DUCT WItH LOCKING VOLUME DAMPER TUNING VANES CpOUBLE WALLED) A�tDY�SER DIFFUSER DESIGNATION 600 s: SUPPLY AIR ra: RETURN AIR �_C� ex: EXHAUST AIR oa: OUTSIDE AIR � O l� co C� O Cat G�►fJ�x � � � I I z 00 00 W E �F,dwz � P: � � d' � W v � I � I � W � � � z�za a a� � V w E., QJ CeD CJ Ln cq PQ 0,6 Lu C_� r- cl) AD 395s '0 (V PAR S SUPT. EEICE LOUJ 395s M B P� E ®F ❑ -xfr �,.*•, •.cn 1� HICxH - If 7.04032•' ••� xfr are dw 230s SPIR,4L DUCT WITH P LINER. DUCT FRE D[ 4_7 O 'I= UIPMENT ST RAGE MC TO FURNISH AND INS,r,4LL ❑ ° MOTORIZED DAMPER AI-1 MAINTAIN 10' CLEAR NCE TO EXHAUST --MC TO FUF:NISH AND INSTALL 14C) PREMIUM LOCKING QU.,4DR,4NT 230s D,4MPEF: ❑ ®T ,4H -1 Issesses, Cn � O z z ti KIT ENETTE 00 S ACE TEMPERATURE SENSOR Q ❑ co C-) (D C) CLY')) 0 ❑ - ° LLI 0/0 D ❑ ❑ OJ W 04 El DU >> z O M S REST OOM E NO U > N �5s Cn M 8 ti Q�Q � EF-1B 150ex 80 TO UJALL Q 1 z (D 1 ❑ PLUMB G �IASE J II MOUNT AS HIGH AS POSSIBLE D _ o �5s W Cn O Q �i — E lA U ❑ ❑ 1 ex ❑ W 8 � t p Q Q z 7\0 � z WO ENS RES ROOM �u� Q DRAWING ISSUE �tEVISION ❑ - - R04 DOm®®0 DD® Na ® PROGRESS PRINT 09C162016 MO T O�l PRECAST PAD The Professional seal affixed to this sheet Indicates that the named professional has prepared or directed the preparation of the material shown only on this sheet. Other drawings and documents not exhibiting this seal shall not be considered prepared by or the responsibilRy of the undersigned. Copyright 02016 Root Engineering. Drm ®0 T MECHANICAL PLANS NORTH DrmmoNa j I I X AC FLAN `� SCALE: 1/4" =1' -,a" sm® DiOBD ❑❑ CDOm6❑ ❑❑ CODm® 00000 mONa 45 DECx. ENTRY 0,4I =1 LOCATION DETAILS SCALE:nts OPENINCx CUT ACCURATELY (SHAPE AND SIZE) NOTCH BELLMOUTH VOLUME/ BALANCE DAMPER W/ LOCK FIT ALL CONNECTIONS TO AVOID VISIBLE OPENINCxS AND SECURE THEM SUITABLY FOR THE PRESSURE CLASS. ADDITIONAL MECHANICAL FASTENERS ARE REQUIRED FOR 3" W.C. AND OVER. PROFILE VARIES SPIN- IN LINED DUCT CONNECTION (NO EXPOSED LINER EDGES) DUCT INSTALLATION DETAIL SCALE:nts 3/4" COPPER CONDENSATE DRAIN. --�, HUB DRAIN SEE PLUMBING TRAP PRIMER SEE PLUMBING 1 1/2" VENT PIPE B.F. A/C UNIT WALL 3/4" PLYWOOD CUT HOLE SAME SIZE AS UNIT. 24" MIN. RETURN AIR GRILLE AS SCHEDULED. 2" WASTE 1 /2" THICK B.F. P-TRAP INTERNAL DUCT LINER ALL SIDES. 5 T�'i�f C,�L A/C UNIT DETAIL _ LE:NT5 FINISH FLOOR LOW PRESSURE FLEXIBLE RIGID 0 PIPE IF NEEDED DUCT, MAXIMUM 5"-0" L❑NG VD I jq INSULATE TOP OF DIFFUSER INSTALL DRAWBAND & SEAL ALL C❑NNECTI❑NS SSPIN-IN W/ MANUAL ROUND TO SQUARE ADAPTEX ❑LUME DAMPER LAY -IN OR SURFACE MOUNTED CEILING DIFFUSER DI1 FU5EIR INSTALLATION DETAIL SCALE:nts CEILING/STRUCTURE 30' / \ 30' AIR DEVICE �' `� \ TYPICAL SEE PLAN. fROUND DUCT D I1`1=U5Ei` Sr_Ai P.NTS SPIRAL ROUND DUCT. GRIPPLE HANGER. ATTACH TO STRUCTURE. OR OTHER SMACNA APPROVED METHOD 1 1 /2"X24" go GALVANIZED STRAP HANGERS AT 6' ON CENTER. ETAIL CAULK & SEAL SLEAVE AROUND PERIMETER WATER TIGHT. PROVIDE 18 GAUGE GALVANIZED SHEET METAL SLEEVE. LUALL t"ICLNTEE) LOUVER 5GALE=NTS MOUNTED ON GRADE 'H CONCRETE PAD Lr) n CO C0 .� 'n In i co; ulc 000 E: ►c� o���w d' ►ca o: v cu �' to '-'�E�1-i OC•i � ao ao w � W iO3 z z A E P4 Z co x � w cl- dS w0zo CID 0Z w0to►na oCQCOMz •� m a� w r Nt �cooP coLLI ru u rlr � PQ �od4Oa LO E u v F, E Op jgpgM•HqR. *.� 0 ��4�32 00 MEl Q0El ti U Q z(D zo a m LL 0 Q U�❑ w �~Q z 0-U0. Q DRAWING ISSUE JREVI!41 RT. DFiTrtrT Nn. PROGRESS PRINT The Profenional seal affixed to this sheet indicates that the named profesdonal has prepared or directed the preparation of the matwld shown only on this sheet. Other d..0 and documents not exhl biting thb sed shall not be oorudde ad prepared by or the respons bft of the undersigned. Copyright 02016 Root Engineering. )r— - TCm MECHANICAL SCHEDULES AND DETAILS N -. M2 I� EOUIPMENT &CI4EDUL=E ,4HU-1: 3.5 TON SINGLE 5T,4GE RESIDENTIAL SPLIT 5'T'5TEM WITH ELECTRIC STRIP HEAT. ,AIR HANDLER TO BE TRANE 1„i/N G,4M800042 CONVERT UNIT TO MOUNTING CONFIGURATION SHOWN ON PLAN. AIR HANDLER TO HAVE THE FOLLOWING AC;CT'5: F,4CTOR1' iNST,4LLED TXV, 15 KW STRIP HEAT, DISCONNECT KIT, 5ECONDAR1' DRAIN PAN CIF HORIZONTAL), HORIZONTAL GA&KET KIT (iF HORiZONTAL), HORIZONTAL WATER MANAGEMENT KiT CIF HORIZONTAL) AND HONE T WELL F100 4'' FILTER. 0.5 HP FAN. 55 MC,4/60 MOCP 240/1/60 (HEATER: 5A'i'EA5C158K1) CONDENSING UNIT TO BE TRANE M/N 4TT83042. CONDENSING UNIT TO BE 13 SEER AND HAVE THE FOLLOWING ACC1'6: COMPRESSOR START A6515T - C;AFACITOR 4 RELA T , CRANKCA5E HEATER, LIQUID LINE SOLENOID VALVE, CY`CLE PROTECTOR, HARD SHUT OFF TXV, FiLTER DRIER, SIGHT GLA55, AND SOUND HOOD. INCLUDE 3/S" LIQUID AND 3/4'' VAPOR LINE. PITCH V,4i=OR LINE TOUJARD5 COMPRESSOR. 26 MCA/45 MOCP 24011160 MC TO FURNISH ,AND INSTALL HONE T WELL THERMOSTAT Vi5iONPRO 8000. CONFIGURE THERMOSTAT SUCH THAT FAN RUNS DURING OCCUPIED HOURS ,AND OUTSIDE ,41R DAMPER OPENS TO UNIT. CONFIGURE FOR LOUD AM81ENT COOLING. UH-1: 2KW QMARK ,ARCHITECTURAL SERIES FAN -FORCED WALL HEATER. MODEL NUMBER: CWH1202D6,4F. 240/1/60. 5.3 MCA/ 15 MOCP 0,41-1.- DUAL DRAINABLE BLADE LOUVER. LOUVER TO BE CONSTRUCTED OF 6063-T5 ALUMINUM 0.051 WALL THICKNESS, 992 FPM INTAKE VELOCIT'1'. INCLUDE BIRD SCREEN, STANDARD D,4RK BRONZE FINISH, GREENHECK EDD-401 la''WX18"H. A 24V POWER OPEN SPRING CLOSE BEL IMO DAMPER &HALL BE INSTALLED ON EACH OA DUCT NEAR THE AHU. THE MC 5HALL COORDINATE WITH EC 24V 1=OWER. USE OCCUPIED OUTPUT OF T5T4T TO OPEN DAMi=ER DURING OCCUPIED TIMES. GENE fRAL �ICHAN i CAL= NOTE 5 1 THE MECHANICAL SUBCONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE SYSTEM WITHIN 10 ELECTRICAL CONNECTIONS 120V OR HIGHER SHALL BE THE RESPONSIBILITY OF THE THE INTENT AND SPIRIT OF THAT INDICATED BY THIS DRAWING. WORK OR MATERIALS NOT SHOWN ELECTRICAL SUBCONTRACTOR, MECHANICAL SHALL COORDINATE THIS WORK. MECHANICAL BY THIS DRAWING, BUT NECESSARY TO COMPLETE THE SYSTEM SHALL BE INCLUDED AT NO SHALL FURNISH DUCT SMOKE DETECTORS AS REQUIRED TO ELECTRICAL FOR FIRE ALARM ADDITIONAL COST. THE MECHANICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL HVAC INSTALLATION. SYSTEM REQUIREMENTS INCLUDING GRILLES, DIFFUSERS, DUCTWORK, CONTROLS, CONTROL WIRING, DUCTWORK, EQUIPMENT, HVAC PIPING, CUTTING AND PATCHING, ETC. 11 THE MECH SUBCONTRACTOR SHALL START UP EACH UNIT, TEST FOR HEAT AND COOL OPERATION, INSURE ALL DUCTWORK IS FREE OF RATTLES, LEAKS, WHISTLES, ETC. AN 2 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, MAKE ADJUSTMENTS TO AVOID INDEPENDENT CONTRACTOR SHALL BALANCE THE SYSTEM AS INDICATED BY DRAWINGS, RTU CONFLICT. NOTIFY THE ENGINEER IN WRITING OF SIGNIFICANT CONSTRUCTABILITY ISSUES. SCHEDULE , AND VENTILATION SCHEDULES. SUBMIT FOUR COPIES OF A CERTIFIED TEST AND BALANCE REPORT TO THE ARCHITECT FOR APPROVAL. UPON APPROVAL CONTRACTOR SHALL 3 PROVIDE VOLUME DAMPERS WHERE INDICATED. FILE REPORT WITH LOCAL AUTHORITY. 4 ALL RECTANGULAR AND ROUND DUCTWORK SHALL BE GALVANIZED SHEET METAL, FABRICATED 12 WHEN SYSTEMS ARE COMPLETE AND OPERATIONAL, A 'PUNCH LIST' INSPECTION SHALL BE AND SUPPORTED TO SMACNA STANDARDS. ALL SUPPLY DUCT SHALL HAVE 2", 150 BLANKET REQUESTED BY THE CONTRACTOR SUCH AN INSPECTION SHALL NOT BE CONDUCTED ON INSUL W/ VAPOR BARRIER (R-8). EXPOSED DUCTWORK THAT IS ROUND TO BE SPIRAL AND TO INCOMPLETE OR NON -OPERATIONAL SYSTEMS. HAVE I" LINER, INSIDE DIAMETER AS SHOWN. FUW15H AND INSTALL NEOPRENE FLEX CONNECTION BETWEEN DUCTWORK AND RTUS/ANUS. 13 ALL DUCTWORK (SUPPLY AND RETURN) IN UNCONDITIONED SPACES SHALL BE INSULATED WITH A MINIMUM VALUE OF R-5 INSULATION. ALL DUCTS OUTSIDE OF THE BUILDING ENVELOPE SHALL 5 FLEXIBLE DUCT SHALL BE FLEXMASTER TYPE V OR EQUAL FIBERGLASS INSULATED TYPE. FLEX BE INSULATED WITH R-6 MINIMUM. DUCT SHALL NOT EXCEED 6' IN LENGTH. RIGID ROUND DUCT WITH EXTERIOR INSULATION. USE RIGID ROUND DUCT WITH EXTERIOR INSULATION ABOVE WHERE SHOWN ON THE PLAN. USE RIGID 14 DUCTS SHALL BE SUPPORTED WITH APPROVED HANGERS AT INTERVALS NOT EXCEEDING 10 ELBOW FITTINGS WHENEVER POSSIBLE TO AVOID UNNECESSARY CHANGE OF DIRECTION WITH FEET OR BY OTHER APPROVED DUCT SUPPORT SYSTEMS DESIGNED IN ACCORDANCE WITH FLEXDUCT. THE INTERNATIONAL MECHANICAL CODE. FLEXIBLE AND OTHER FACTORY MADE DUCTS SHALL BE SUPPORTED IN ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS. (o SEAL ALL DUCTWORK SEAMS WITH FIBERGLASS TAPE IMBEDDED IN ARA50L SEALER OR ALUMINUM TAPE. DUCT TAPE IS NOT ACCEPTABLE. VAPOR SEAL ALL EXTERIOR INSULATION WITH 15 SMOKE DETECTORS SHALL BE INSTALLED IN RETURN AIR SYSTEMS WITH A DESIGN CAPACITY ALUMINUM TAPE. DUCT TAPE IS NOT ACCEPTABLE. GREATER THAN 2000 CFM IN THE RETURN AIR DUCT OR PLENUM UPSTREAM OF ANY FILTERS, EXHAUST AIR CONNECTIONS, OUTDOOR AIR CONNECTIONS, OR DECONTAMINATION EQUIPMENT i CONTRACTOR SHALL ADJUST CURB PLACEMENT AND TRANSITION DUCTWORK AS REQUIRED TO AND APPLIANCES. CLEAR STRUCTURAL AND OTHER OBSTACLES. THE CONFIGURATION OF THE STRUCTURE AND OTHER OBSTACLES IN THE EXISTING BUILDING IS NOT KNOWN IN DETAIL. THE CONTRACTOR WILL 16 UPON SELECTION OF MECHANICAL APPLIANCES SUBMIT MANUFACTURING INSTALLATION INVESTIGATE, VERIFY THE DESIGN SHOWN, AND ADJUST AS REQUIRED. INSTRUCTION TO BUILDING DEPARTMENT, INCLUDE ANY LISTING FOR OUTDOOR INSTALLATION, IF APPLICABLE. 6 ALL WORK SHALL COMPLY WITH APPLICABLE CODES, REGULATIONS, LAWS AND THE DETERMINATIONS OF THE LOCAL BUILDING OFFICIAL AT NO EXTRA COST. THE CONTRACTOR Ii EQUIPMENT SHALL BE INSTALLED AS REQUIRED BY THE TERMS OF THEIR APPROVAL, IN SHALL INFORM THE ENGINEER IN WRITING OF ANY CONFLICT BETWEEN THE PLANS AND ACCORDANCE WITH THE CONDITIONS OF THE LISTING, THE MANUFACTURERS INSTALLATION APPLICABLE CODES. INSTRUCTIONS AND APPLICABLE CODES. MANUFACTURERS INSTALLATION INSTRUCTIONS SHALL BE AVAILABLE ON THE JOB SITE FOR INSPECTION. 9 ALL MATERIALS WILL BE NEW AND IN NEW CONDITION. SCRATCH AND DENTED, SECONDHAND, SURPLUS, ETC ARE NOT ACCEPTABLE. 18 ALL COVERING, LININGS, ADHESIVES, WHEN USED SHALL HAVE A FLAME SPREAD RATING NOT MORE THAN 25 AND SMOKE DEVELOPED RATING NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH A5TM-E84. AIR DEVICE SCHEDULE MARK TYPE NECK SIZE FACE SIZE THROW PATTERN MOUNTING TITUS OR A5 INDICATED AD DRUM LOUVER 10xb" 20"x0" 2-WAY SURFACE DL5V 18 6 1 AG-15-HD 04 D IFFU5ER 5 511DEWALL RETURN 2411x12" 26 "x14" - 5URFACE 33RL 24 12 1 26 GRILLE C 51DEWALL RETURN 3011x16" 32 "x18" - 5URFACE 33RL 30 16 1 26 GRILLE D 511DEWALL S"x6" 101Ix8" 4-WAY SURFACE 300FL 0 6 1 26 SUPPLY GRILLE E DIRECTIONAL 6110 12IIx12" 4-WAY LAY -IN TM5 6 12x12 32(o CEILING D IFFU5ER NOTES: 1. MECHANICAL CONTRACTOR TO PROVIDE SQUARE TO ROUND TRAN5ITION5 A5 REQUIRED. PROVIDE LAY -IN FRAME WHERE REQUIRED. 2. ALL DEVICES SHALL 5E METAL-AIRE, TITUS, T 4 5, OR APPROVED EQUAL (UNLE55 NOTED OTHERWI5E) COMPLETE WITH V.D. 3. ALL FRAMING REQUIRED FOR DIFFUSER INSTALLATION SHALL 5E 5Y THE GENERAL CONTRACTOR 4. 5EE MECHANICAL PLAN FOR DIFFU5ER LOCATIONS CONTROL NOTES CONTRACTOR &HALL PROVIDE NEW COMMERCIAL T6T4T C1DAY PROGRAM MIN.) FOR EACH UNIT. T5T4T 5HALL ENABLE CONTINUOUS FAN OPERATION DURING ,ALL OCCUPIED HOURS. DURING UNOCCUPIED HOURS FAN 5HALL CYCLE WITH CALL FOR HEAT/COOL. EXHAU5T FAN 5CH D UL= MARK EF-IA,B -- -- -- -- -- BRAND 31REENHECK- - - - - - - - - - MODEL NO. 51=-A200 -- -- -- -- -- CFM 150 -- -- -- -- -- SP.5 -- -- -- -- -- WATTS (HP) 50.8 - - - - - - - - - - MAX BONES 3.19 -- -- -- -- -- VOLTAGE 1PH 120 - - - - - - - - - - NOTES 1-1 -- -- -- -- -- NOTES: 1. INCLUDE BACKDRAFT DAMPER 2. INCLUDE DISCONNECT ACCESSORY 3. FIELD VERIFY IO' CLEARANCE TO ANY CAI, IF EXHAUST 4. PROVIDE ALUMINUM GRILLE 5. PROVIDE 120V FAN SPEED CONTROLLER PREWIRED IF DIRECT SPEED FAN. PROVIDE BELT TEN51ONER ROTARY IF BELT DRIVE. 6. MOUNT WITH VIBRATION ISOLATORS 1. DISCHARGE THROUGH WALL WITH WL-IOX3 FOR 5PA-2g0 AND UNDER AND WL-18Xrio FOR 5PA-3g0 AND GREATER, IF EXHAUST r6 V) n CO c = V .���� CA 03._ 4° CCJ CD I I z _ O L rn O = GCWv) �' ao zxZx ao w �wE- wz Cq z r� w�Q o Zz0:) r6 u wrncD►na > u LLI L —N 0 I nZ I v r� � co m w �aowrnPQ ru ru ir C12 W ''z�z W a a ru 0 a 0 a � w E a E 0� rs o �t�0�.•� 403�° .�v We tttF E o 00 M LO El CN ti a Z(D z 0 aLL c/)U) Q U�❑ w < z uo. Q DRAWING ISSUE 72EVISION Rnn DnTrfTTn DOfn NFL PROGRESS PRINT 09f162016 The Professional seal affixed to this sheet indicates that the named professional has prepared or directed the preparation of the material shown only on this sheet. Other drawings and docurtnnb not exhibiting this seal shall not be considered prepared by or the responsibility of the urxiersigned. Copyright 02016 Root Engineering. MECHANICAL SCHEDULES AND DETAILS ®0 N M 3 ..e SYMBOL pESGF:IP'TION U WALL MOUNTED ELECTRICAL SERVICE METER / TRANSOCKET. REFER TO RISER MOTOR EXHAUST FAN. REFER TO SCHEDULE MECHANICAL DRAWINGS. ❑� DISCONNECT SWITCH 0 JUNCTION BOX ® TIME CLOCK ® EL ECTRI�CARL�Ll1MBl� pRCAEIUW�As$ R ETC.). REFER TO SCHEDULES, Q TRANSFORMER AS INDICATED ® EMERGENCY FIXTURE WITH ADDITIONAL UNSWITCHED POWER TO BATTERY PACK ® UNSWITCHED (NIGHT LIGHT) FIXTU�t TYPICAL. m EXIT LIGHT, REFER TO SCHEDULE �P WALL MOUNTED INTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE ooa CEILING MOUNTED/OVERHEAD SUSPENDED INTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE � SURFACE MOUNTEDEXTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE A=LIGHT FIXTURE TYPE, B=CIRCUITING PANEL, "=CIRCUIT NUMBER US: UNSWITCHED POWER PANEL AND CIRCUIT ® MOTOR STARTER, AS NOTED COMBINATION MOTOR STARTER/ pISGONNEGT SWITCH, AS NOTED CIRCUIT SYMBOL. THIS EXAMPLE SHOWS I GROUND, I NEUTRAL, I HOT IN CONDUIT. CIRCUIT SYMBOL. THIS EXAMPLE SHOWS I GROUND, I NEUTRAL, 2 HOT IN CONDUIT. ❑l!!� CIRCUIT SYMBOL. THIS EXAMPLE SHOWS I GROUND, I NEUTRAL, 3 HOT IN CONDUIT. CHANGE IN CONDUIT ELEVATION QS SPEAKER ® HEADPHONE JACK FOR HEARING IMPAIRED �� HOMERUN SYMBOL. THIS EXAMPLE SHOWS TWO POLES PANELBOARD (SEE SCHEDULE) = PLYWOOD TELEPHONE BACKBOARD, 4'X4'X3/4" THICK WITH TWO GOATS OF INSULATING: VARNISH n DUPLEX RECEPTACLE WITH A =PANEL AND " =CIRCUIT, REFER TO DETAILS FOR MOUNTINGS HEIGHT UNLESS OTHERWISE NOTED: INTERRUPTING, WP IN USE=WEATHERPROOF IN USE, IG•ISOLTED GROUND, E•EXISTING, GFI.GROUND FAULT INTERUPT. }a UNLESSDEOTNE�ll19ENOTDED PLEX) RECEPTACLE REFER TO DETAILS FOR MOUNTING HEIGHT HALF AUTOMATICALLY CONTROLLED DUPLEX / OUApRUPLEX RECEPTACLE REFER TO NOTE FOR SCHEDULE AND WIRING 1L 'I®1` DUPLEX / QUADRUPLEx RECEPTACLE WITH USB POWER SPECIAL PURPOSE OUTLET WITH GROUND � TELEPHONE/DATA OUTLET IN WALL. REFER TO DETAIL FOR MOUNTING HEIGHT UNLESS OTHERWISE NOTED. G=CONSOLE STATION PHONE MI MICROPHONE J-BOX. FLOOR MOUNTED W/ BLANK BRASS COVER, 3/4" C TO ACCESSIBLE AREA WIRING BY OTHERS. �. SINGLE POLE (UNLESS OTHERWISE NOTED) SWITCH 120/2llV, 48"AFF UNLESS OTHERWISE NOTED -WP=WEATHERPROOF, -E=EXISTING, -2=DOUBLE POLE, -3=THREE-WAY, -4=FOUR-WAY, -SC=SEED CONTROL, d=DIMMER k=KEYED. REFER TO SWITCH SCHEDULE AC ABOVE COUNTER +48" AFF. ACI ABOVE CEILING �u MOTOR RATED SWITCH F PILOT SWITCH F� MOTION OR OCCUPANCY SWITCH -REFER TO SCHEDULE ® FIRE ALARM CONTROL PANEL 0 FIRE ALARM ANNUNCIATOR PANEL 0 REMOTE ALARM ANNUNCIATOR PANEL ❑F FIRE ALARM PULL STATION, 48" AFF, ADA COMPLIANT W/ WIREGUARD © MAGNETIC HOLD -OPEN nv FIRE ALARM AUDIO-VISUAL ANNUNCIATOR, WALL MOUNTED AT Ss�J" AFF ADA COMPLIANT W/ WIREGUARD. TRIANGLE SHOWS DIRECTION OF VISUAL COMPONENT. Ii1P • WEATHERPROOF AV FIRE ALARM AUDIO-VISUAL ANNUNCIATOR, CEILING MOUNTED SUSPENDED OVERHEAD ® DOOR HOLD OPEN DEVICES FIB ALARM SPEAKER ANNUNCIATOR STROBE © FIRE ALARM VISUAL ANNUNCIATOR, 80" AFF, ADA COMPLIANT HD HEAT DETECTOR O FLOW SWITCH O TAMPER SWITCH SD SMOKE DETECTOR SD d SMOKE DETECTOR, DUCT MOUNTED, FURNISHED BY MECH SUB, CONNECTED BY ELECT. FDC FIRE DEPARTMENT CONNECTION FOR FIRE PROTECTION LINE L � � f37� E= O ►f) o����, ►f) p� � � � `° I I z 00 00 w �Ilily z��z..,dr� � oLS W��oz �c��c�z �co�o,W � wc��p►na � I co I� o � CrJ i% W � OG� O� � � w �'z�za � w 0�'. � V W E., QJ Ln CID CO CM 0 LUPAR S T. FFICELZ (4) ❑ TYP OF 4 ° P E ®F 04 s dw REAKRO E UIPMENT ST RAGE LIGHT CONTROL 5CHEDULE ❑ O ❑ M A AE A-5 A-5 TYP OF 4 A-5 US I)m U) KIT ENETTE -- AC CLOSET ❑ lessesse, ❑ ° z� Q Lo O ❑ �0 BE 1 S '7 0 0 M B5 (� � U M A 5 EM MS — o FA-5 US TYP OF 3 L U0�0 ❑ I� ~ 0z� ❑�� zo EF U � N A-5 M ❑ ti C) Q�Q CONTROLLED VIA TIMEC ° ❑❑ TYP OF EXTERIOR DOWN UNLESS NOTED OTHE - ❑ P ° Q MS � z (D ° ❑ z maw E t IT J EF fn A-5 L. BE O Q A-5 E MS -5 (, ❑ W A-5 U� EN'S RES ROOM P OF 3 ❑ 0� t ❑ o� Q —Q Z z o� Q DRAWING ISSUE �tEVISION RDa DOmUMO DOm Na PROGRESS PRINT 09/1612016 The Professional seal affixed to this sheet indicates that the named professional has prepared or directed the preparation of the material shown only on this sheet. Other drawings and documents not exhibiting this seal shall not be considered prepared by or the responsibility of the undersigned. Copyright QC 2016 Root Engineering. Drm®OT® ELECTRICAL LIGHTING PLANS �L=I,((��;�4TING; FLCFI `4 Drm®ONaL=1/4"=1'-ra" Sm® D00B❑ ❑❑ i DOm6❑ ❑❑ mONa ITEM DESCRIPTION REFERENCE MODEL $MS SINCxLE RELAY, PASSIVE DUAL TECH SENSINCx WALL SUIITCH. SENSORSUJITCH U1SD PDT LT WITH LOUD TEMPERATURE / HIGH HUMIDITY RESISTANCE. AUTO ON SUIITCHINCx. 3-WAY SINCxLE RELAY, PASSIVE DUAL TECH SENSINCx WALL SENSORSUJITCH UJSD PDT LV ��MS SUJITGH. AUTO ON SUJITGHINCx. LOUD VOLTAGE. ORDER WITH WITH PP20 1 POUJER PACK PER STRINCx OF L ICxHTS. $ WALL SUJITGH. MS LOW VOLTAGE CEILING MOUNT EXTEND RANGE 360 DEG FIR SENSORSUJITCH CM-10-LV SENSOR. EG TO MOUNT 9' AFF. ORDER WITH 1 POUJER PACK WITH PP20-LT PER STRINCx OF LICxHTS. LOUD TEMPERATURE / HIGH HUMIDITY 2MB LOUD VOLTAGE CEILING MOUNT EXTEND RANGE 360 DEG FIR SENSORSUJITGH GM-10 SENSOR. EC TO MOUNT 9' AFF. ORDER WITH 2 POUJER PACKS WITH TWO OF PP20 PER STRINCx OF L ICxHTS. 2ND PACK FOR RECEPTACLES. LIGHTING SCHEDULE Tag Mount Voltage Lamps Description Make Model 4 CI rr�d❑r ❑r❑❑�❑❑❑d. Fes❑ ®❑❑m ❑ ❑®®❑❑ A Sa-�I❑ 120 r 2 32W T8 835 �i❑ ❑❑®® ❑�®❑❑� ®�❑❑QID-❑❑❑®m❑� ❑10❑ L®❑❑® CB 2 32 MVOLT GEB101S 277 T❑D 4C��rCda- ❑r❑❑a-❑❑❑d. Fes❑ ®❑❑m ❑ ❑®®❑❑ AE Sa-®m 120 r 2 32W T8 835 m❑ ❑❑�® ❑�®❑❑� ®�❑❑QID-❑❑❑®m❑� ❑10❑ L' I CB 2 32 MVOLT GEB101S EL 277 "F ❑� ❑�' 6" V ❑❑d ❑�❑®❑QED d ❑❑ ❑®❑❑❑ ®®m ®❑❑ F �-❑ � ❑❑m 2000 ❑❑❑ ®❑�❑ ❑❑mD d OV 10 ❑ d®❑ ®❑GAO CRIC3500❑ m❑1- ®❑ ❑a-❑�❑❑m❑m❑Y B D❑❑❑®❑❑ 120 r 33.6W LED ®D• ®®❑m❑d❑❑'❑®❑d ❑❑®❑ ®® ❑®®®m C❑❑❑O' FFLD6A 20 D010TE FERM6A 20 9 35❑ FV[S6LM0 LID 277 ®❑®❑❑❑dam m❑❑❑❑®old ❑ ❑®❑❑®❑0.250" ®� FVBT6SS 86 IP66 RMB ❑❑�❑❑❑❑® ®❑mIP66 ®�❑m �❑®®❑ m❑ ®❑® "F ❑� ❑�' 6" V ❑❑d ❑❑-❑®❑QED d ❑❑ ❑®❑❑❑ ®®m ®❑❑ F �-❑ ®❑❑m 2000 ❑❑❑ ®❑�❑ ❑❑mD d OV 10 ❑ din] ❑ ®❑GAO CRI C3500 ❑ m�P ®❑ ❑a-❑�l-❑❑m❑m�P BE DOE] 120 120 r 33.6W LED ®D- ®®❑m❑d❑❑'❑®❑d ❑❑®❑ �® ❑®®®m C❑❑❑� FFLD6A 20 D010TE IEMBOD FERM6A 20 9 35 277 ®❑®❑❑❑da- m❑❑❑❑®old ❑ ❑®❑❑®❑0.250" ®a- FV S6LMOE LILFVBT6SS 86 IP66 RMB ❑❑�❑❑❑❑® ®❑mIP66 ®�❑m �❑®®❑ m❑ ®❑® C W❑® 120 r LED d5W❑ V❑❑0'®❑❑®®❑Y a Fes-❑ ®❑❑m4000❑ m❑P L®❑❑L11 OLVTWM 277 ®❑ ❑0'❑�-❑ ❑ ®O'❑❑ ®� 4" ❑❑❑❑ r❑®� m-®®❑ a Fes-❑ ®❑❑m ®�- DE R❑mid 120.0000 13W DDT ❑❑�-❑❑❑❑® �❑m❑®®❑❑® ❑❑®�❑❑ a'❑❑❑m G❑®❑❑ AFV 13DTT 4AR PCL 120 ELR WL WLP 3500❑ ®❑ ❑ m®❑❑d m❑a-❑®® S ®❑❑�❑ ❑d ❑❑ ®❑®®❑ ❑ ®r❑mid ❑ ❑❑❑® 120 r LRP ❑❑ RC ❑ 120[277 ELN � �/ERIF ARROW AND E C❑®❑ LED �'❑m❑d ❑�❑ ®❑❑ ❑❑❑�❑❑❑❑d Mid m❑�®®❑ ❑❑❑® L®❑❑� 277 rod m�dV[CAD ❑❑�-❑❑�m❑1d®❑❑❑� FACE ❑T❑❑ 120 r 3.6 m®1.5 ❑❑�❑❑®LED ®❑❑m90 ❑®❑fir❑old F Sa-®m 277 LED C�d.5W[�.6V❑ ❑®®d ❑ ®❑ ❑❑�-m❑ ❑® ❑❑❑®❑❑❑❑d m® L®❑❑® ELM2 LED ❑SD ELECTRICAL 5"E30L L e NID SYMBOL DESCRIPTION U WALL MOUNTED ELECTRICAL SERVICE METER / TRANSOCKET. REFER TO RISER MOTOR EXHAUST FAN. REFER TO SCHEDULE / MECHANICAL DRAWINGS. ❑, DISCONNECT SWITCH ❑J JUNCTION BOX ® TIME CLOCK ® ELEGTRIFOR GAL�Ll1MBl DRCAEIUWNAGS R ETC.). REFER TO SCHEDULES, Q TRANSFORMER AS INDICATED ® EMERGENCY FIXTURE WITH ADDITIONAL UNSWITCHED POWER TO BATTERY PACK ® UNSWITCHED (NIGHT LIGHT) FIXTUREt TYPICAL. m EXIT LIGHT, REFER TO SCHEDULE ILP WALL MOUNTED INTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE Boa CEILING MOUNTED/OVERHEAD SUSPENDED INTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE SURFACE MOUNTEDEXTERIOR EMERGENCY LIGHT, REFER TO SCHEDULE A -LIGHT FIXTURE TYPE, 6-CIRCUITING PANEL, "-CIRCUIT NUMBER US: UNSWITCHED POWER PANEL AND CIRCUIT ® MOTOR STARTER, AS NOTED COMBINATION MOTOR STARTER/ DISCONNECT SWITCH, AS NOTED CIRCUIT SYMBOL. THIS EXAMPLE SHOWS 1 GROUND, 1 NEUTRAL, 1 HOT IN CONDUIT. CIRCUIT SYMBOL. THIS EXAMPLE SHOWS 1 GROUND, 1 NEUTRAL, 2 HOT IN CONDUIT. CIRCUIT SYMBOL. THIS EXAMPLE SHOWS 1 GROUND, 1 NEUTRAL, 3 HOT IN CONDUIT. CHANGE IN CONDUIT ELEVATION QS SPEAKER ® HEADPHONE JACK FOR HEARING IMPAIRED HOME" SYMBOL. THIS EXAMPLE SHOUTS TWO POLES PANEL50ARD (SEE SCHEDULE) = PLYWOOD TELEPHONE BACKBOARD, 4'X4'X3/4" THICK WITH TWO COATS OF INSULATING VARNISH n a DUPLEX RECEPTACLE WITH A - PANEL AND " = CIRCUIT, REFER TO DETAILS FOR MOUNTING HEIGHT UNLESS OTHERWISE NOTED: INTERRUPTING, WP IN USE=WEATHERPROOF IN USE, IG=ISOLTED GROUND, E=EXISTING, GFI=GROUND FAULT INTERUPT. UPLEOTHERWISE(Q ATER PLEX) RECEPTACLE REFER TO DETAILS FOR MOUNTING HEIGHT IDAJL�EDUPLEX if HALF AUTOMATICALLY CONTROLLED DUPLEX/ QUADRUPLEX RECEPTACLE REFER TO NOTE FOR SCHEDULE AND WIRING Y !® DUPLEX / QUADRUPLEX RECEPTACLE WITH USB POWER SPECIAL PURPOSE OUTLET WITH GROUND TELEPHONE/DATA OUTLET IN WALL. REFER TO DETAIL FOR MOUNTING HEIGHT UNLESS OTHERWISE NOTED. C-CONSOLE STATION PHONE MIC MICROPHONE J-BOX. FLOOR MOUNTED W/ BLANK BRASS COVER, 3/4" C TO ACCESSIBLE AREA WIRING BY OTHERS. SINGLE POLE (UNLESS OTHERWISE NOTED) SWITCH 120/211V, 48"AFF UNLESS OTHERWISE NOTED -WP-WEATHERPROOF, -E-EXISTING, -2=DOU5LE POLE, -3=THREE-WAY, -42FOUR-WAY, -5C-SPEED CONTROL, d-DIMMER, k-KEYED. REFER TO SWITCH SCHEDULE AC ABOVE COUNTER *48" AFF. ACI ABOVE CEILING MOTOR RATED SWITCH F10P PILOT SWITCH `#R MOTION OR OCCUPANCY SWITCH - REFER TO SCHEDULE RAAP FIRE ALARM CONTROL PANEL 0 FIRE ALARM ANNUNCIATOR PANEL 0 REMOTE ALARM ANNUNCIATOR PANEL ❑F FIRE ALARM PULL STATION, 48" AFF, ADA COMPLIANT W/ WIREGUARD © MAGNETIC HOLD -OPEN nv FIRE ALARM AUDIO-VISUAL ANNUNCIATOR, WALL MOUNTED AT 80" AFF ADA COMPLIANT W/ WIREGUARD. TRIANGLE SHOWS DIRECTION OF VISUAL COMPONENT. II10 - WEATHERPROOF AV FIRE ALARM AUDIO-VISUAL ANNUNCIATOR, CEILING MOUNTED / SUSPENDED OVERHEAD ® DOOR HOLD OPEN DEVICES FIRE ALARM SPEAKER ANNUNCIATOR STROBE © FIRE ALARM VISUAL ANNUNCIATOR, W" AFF, ADA COMPLIANT HD HEAT DETECTOR FS FLOW SWITCH TS TAMPER SWITCH SD SMOKE DETECTOR SD d SMOKE DETECTOR DUCT MOUNTED, FURNISHED BY MECH SUB, CONNECTED BY ELECT. —<FDC FIRE DEPARTMENT CONNECTION FOR FIRE PROTECTION LINE -QA-6 A-S (�)= E FURNISH AND INSTAL EW 24 V 2 POLE 15A BREAKS TH 010 ( U) UJIRES IN EX15TING P FOR EA NEW ELECT NEATER VERIFY IN FIELD AND COORIDINATE POWER RE UIREMENT5 gITH MECHANICAL EQUIPMT A-14 GFI WP IN U5 € AHU A-I8� `J � A-911...0 IPANCY CONTROLLED RECEPTACLE TO BE CONTROLLED BY '.R PACK OF OCCUPANCY SENSOR R TO LIGHTING PLANS ;PTACLE TO BE LEVITON 5362-51W (2 EACH FOR QUAD RECEF IPANCY CONTROLLED HALF OF RECEPTACLE TO BE CONTRO. .IGHTING POWER PACK TANT POWER TO GO TO REMAINING HALF OF RECEPTACLE � BREAK TANG BETWEEN RECEPTACLE HALVES DATA CONDUIT TO BE INDIVIDUAL 3/411 (MINIMUM) CONDUIT FROM DATA JACK TO ABOVE CEILING. COMBINING OF CONDUITS 15 PROHIBITED UNLESS NOTED OTHERW15E. INCLUDE ONLY ONE DATA JACK / TERMINATION UNLESS NOTED OTHEIRW15E. TYP OF ALL DATA FURNISH AND INSTALL NEW 240V 2 POLE 60A BREAKER WITH 113 (CU) WIRES IN EX15TING PANEL FOR NEW AHU "DAISY CHAINING" OF GF RECEPS IS PROHIBITED. EACH RECEP TO BE GFI. TYP OF ALL GFI RECEP. ,A_1S J CONDUIT TO EX15TING PANEL PO E F FLU5H REFER TO ELECTRICAL RISER FOR SIZE AND VA V 5 FEEDERS COORD I ATE F0UJf❑,I N &GALE:1/4'' = I' - V TO 2-2" CONDUITS R5 1-PHONE 3Y PC) 1-DATA COORDINATE LOCATION AND CONTINUATION WITH UTILITY z FURNISH ANP INSTALL N NEW 240V 2 POLE 45A m BREAKER WITH 11(o (CU) WIRES IN EX15TING PANEL FOR NEW CONDEN51NG UNIT I-ACLE) LED BY 4� co O CO 0 C) Lo 4k to co 0 to cc)� r �' Lo a �. Q) C3 4� Ln to I 1 z MIN c�CWv� 00 z<4�<� 00 w N z Cn 0— w0�coz W J ra u w rn > --�14 to LO .a LO r- 'Ie L 4� 0c\2COo,z I co 1 0 w �0000woW LLLIrn J C'2 W Z �0�OC4 w O LOrr � V w E., QJ U LU U Q M.RARF? 0 104332 ••e t�`F • E 0 • ••� 00 nw less— z CD U 0�O D U) 0. U) Cf) Q VJ z Q D 0 0 0 W ~❑ Q z z Q 0 W z z C le 00 C LO ti u DRAWING ISSUE LREVISION R-'L DL7LI7®®17 DL71101 N PROGRESS PRINT I 09L16L2016 The Professional seal affixed to this sheet indicates that the named professional has prepared or directed the preparation of the material shown only on this sheet. Other drawings and documents not exhibiting this seal shall not be considered prepared by or the responsibility of the undersigned. Copyright 02016 Root Engineering. )rno Lm Tum IELECTRICAL POWER PLANS E2 SLR DLILIBLI 1 1111 1 C u uZB ELECTRICAL PANEL SCHEDULE MARK A VOLTS: 240 120 _ MAIN CIRCUIT BREAKER: NONE A ENCLOSURE: LOCATION: BREAKiKITCHEN PHASE: 1 MAIN LUGS ONLY: 100 A SURFACE: X WIRE: 3 INTERRUPTING CAPACITY RECESSED: AC (x1000) (SERIES RATED) 24 A SYM. NEMA 1 CIRC. CIRCUIT USE TRIP # OF WIRE LOAD TYPE VA LOADIPHASE TYPE LOAD WIRE #OF TRIP CIRCUIT USE CIRC. NO. AMPS POLES SIZE VA A I B C VA SIZE POLES AMPS NO. 1 EXIT LIGHT 20 1 12 15 1 615 4 600 12 1 20 RECEPS-OFFICE 2 3 SPARE 20 1 600 4 600 12 1 20 RECEPS-OFFICE 4 5 LIGHTS 20 1 12 1110 1 1510 4 400 12 1 20 RECEPS-BREAK 6 7 SPARE 20 1 400 4 400 12 1 20 RECEPS-BREAK 8 9 WATER 20 2 10 1500 4 1900 4 400 12 1 20 RECEP-KITCHEN 10 11 HEATER 10 1500 4 2250 4 750 12 1 20 ECEP-KITCHEN REFIR 12 13 SPARE 20 1 600 4 600 12 1 20 RECEP-AHU, EXT 14 15 SPARE 20 1 400 4 400 12 1 20 RECEP-PHONE 16 17 SPARE 20 1 200 4 200 12 1 20 WCiUR VALVES 18 19 SPARE 20 1 200 4 200 1 12 1 20 LAVATORIES 20 21 SPARE 20 1 0 1 20 SPARE 22 23 SPARE 20 1 0 1 20 SPARE 24 25 SPARE 20 1 0 1 20 SPARE 26 27 SPARE 20 1 0 1 20 SPARE 28 29 SPARE 20 1 0 1 20 SPARE 30 31 SPARE 20 1 0 1 20 SPARE 32 33 SPARE 20 1 0 1 20 SPARE 34 35 SPARE 20 1 0 1 20 SPARE 36 37 SPARE 20 1 0 1 11 20 SPARE 38 39 SPARE 20 1 = 0 1 20 SPARE 40 41 SPARE 20 1 0 1 20 SPARE 42 LOAD PER PHASE: 4825 3850 0 PANELBOARD LOAD ANALYSIS GENERAL LOAD CONNECTED DEMAND DESIGN DESCRIPTION TYPE KVA FACTOR KVA NOTES: LIGHTING 1 1.1 x 1 = 1.1 1. NEW PANEL; COPPER BUSSE BARS AIR COND. 2 0.0 x 1 = 0.0 2. FURNISH AND INSTALL NEW BREAKERS HEATING 3 0.0 x 1 = 0.0 AS INDICATED RECEPTACLES 4 7.6 x NEC 220." = 7.6 3. BOLT IN BREAKERS ONLY MOTORS 5 0.0 x NOTE 4 = 0.0 4. PER NEC 430.24-6, 440.6 ELEVATORS 6 0.0 x NOTE 5 = 0.0 5. PER NEC TABLE 430-22A; 430- KITCHEN EQ. 7 0.0 x NEC 220.56 = 0.0 26; 620-13,14,15. OTHER 8 0.0 x 1 = 0.0 SUBTOTAL= 8.7 SUBTOTAL= 8.7 RESERVE (0%)= 0.0 LEGEND: TOTAL KVA-- 8.7 GFI BREAKER TOTAL AMPS= 36.1 ** NON -COINCIDENT LOAD NEW 1 1/2" 3-03, 08 GR (CU) NEW PANEL AS SCHEDULED FURNISH AND INSTALL PHOTO EYE FOR BUILDING LIGHTING INTERMATIC M/N K4141C (120V, 25A BALLAST) EXTERIOR LIGHTS FURNISH AND INSTALL NEW 1 DAY, 2 POLE TIME CLOCK INTERMATIC M/N ET8215CR (120/211V) TYP GENERAL ELECTRICAL NOTES DESIGN BASED ON 2011 NEC 1 THE ELECTRICAL SUBCONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE SYSTEM WITHIN THE INTENT AND SPIRIT OF THAT INDICATED BY THESE DRAWINGS. 11. THE ELECTRICAL SUBCONTRACTOR SHALL PREPARE A SUBMITTAL PACKAGE WHICH DETAILS PROPOSED WORK OR MATERIALS NOT SHOWN BY THE DRAWINGS, BUT NECESSARY TO EQUIPMENT (FIVE COPIES). AT MINIMUM THE SUBMITTAL PACKAGE WILL CONTAIN DETAILED DATA ON COMPLETE THE SYSTEM SHALL BE INCLUDED AT NO ADDITIONAL COST. LIGHTING FIXTURES, PANELBOARDS, AND ACCESSORIES. EQUAL EQUIPMENT TO THAT SPECIFIED WILL THE ELECTRICAL SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL ELECTRICAL BE CONSIDERED IF PERFORMANCE, APPEARANCE, SERVICEABILITY AND QUALITY ARE JUDGED BY THE SYSTEM REQUIREMENTS INCLUDING FIRE ALARM DEVICES, SWITCHES, RACEWAY, DEVICES, ENGINEER AND/OR ARCHITECT TO BE EQUAL. CONDUCTOR, SPECIALTIES, CUTTING AND PATCHING, ETC. 12 ALL WORK SHALL COMPLY WITH COGNIZANT CODES, REGULATIONS, LAWS AND THE DETERMINATIONS OF THE LOCAL BUILDING OFFICIAL AT NO EXTRA COST. THE CONTRACTOR SHALL INFORM THE 2. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS, MAKE ADJUSTMENTS TO AVOID CONFLICT. ENGINEER IN WRITING OF ANY CONFLICT BETWEEN THE PLANS AND APPLICABLE CODES. NOTIFY THE ENGINEER IN WRITING OF SIGNIFICANT CONSTRUCTABILITY ISSUES. 13. ALL MATERIALS WILL BE NEW AND IN NEW CONDITION. 3. TELEPHONE/DATA OUTLETS, UNLESS NOTED, SHALL BE CIRCUITED BY OTHERS. THE ELECTRICAL CONTRACTOR SHALL PROVIDE A CONDUIT TO AN ACCESSIBLE SPACE. 14. ALL ELECTRICAL CONNECTIONS 120V OR HIGHER SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. MECHANICAL SHALL FURNISH DUCT SMOKE DETECTORS AS REQUIRED TO 4. THE ELECTRICAL SUBCONTRACTOR SHALL VERIFY PLACEMENT OF ALL RECEPTACLES, WIRING DEVICES, ELECTRICAL FOR FIRE ALARM INSTALLATION. MECHANICAL SHALL PROVIDE HVAC CONTROL WIRING. SWITCHES, AND DISCONNECTS WITH ARCHITECTURAL, MECHANICAL AND PLUMBING DRAWINGS AND ELECTRICAL SHALL COORDINATE EQUIPMENT CONNECTION WITH MECHANICAL AND PLUMBING. TRADES BEFORE ROUGHING IN. 15. WHEN SYSTEMS ARE COMPLETE AND OPERATIONAL, A 'PUNCH LIST' INSPECTION SHALL BE 5. WIRING MEANS AND METHODS SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL SUBCONTRACTOR. REQUESTED BY THE CONTRACTOR. SUCH AN INSPECTION SHALL NOT BE CONDUCTED ON INCOMPLETE THE ELECTRICAL SUBCONTRACTOR SHALL VERIFY CEILING TYPE WITH FIXTURE SELECTION BEFORE OR NON -OPERATIONAL SYSTEMS. ORDERING. 16 UPON COMPLETION OF WORK, SUBMIT FOUR COPIES OF OPERATION AND MAINTENANCE MANUALS, AS 6. BUILT DRAWINGS, GUARANTIES AND WARRANTIES. PANEL BOARDS SHALL BE SQUARE D NQOD OR EQUAL FROM CUTLER HAMMER, OR GE. AT MINIMUM, THE CONTRACTOR WILL WARRANTY ALL WORK, EQUIPMENT AND MATERIALS FOR ONE BREAKERS SHALL BE BOLT -IN TYPE QOB OR EQUAL. 10kaic MINIMUM. YEAR PAST BENEFICIAL OCCUPANCY. 7. CONDUCTOR SHALL BE THW, THWN, OR THHN. CONDUIT SHALL BE GALV. EMT, IMC OR RIGID. 17. ALL RECEPS, LOCATED IN AREAS SUBJECT TO MOISTURE, OR ON THE EXTERIOR OF THE BUILDING SHALL BE G.F.I. TYPE, IN WEATHERPROOF, TYPE-FS, BOX WITH 8. POWER RECEPS, WALL SWITCHES, COVER PLATES, ETC. SHALL BE COMMERCIAL GRADE WEATHERPROOF COVER. 20 RATED MATCHING THE STYLE AND APPEARANCE OF THE EXISTING DEVICES. 18. NO RECEP. OR DEVICE SHALL BE LOCATED WITHIN 4'-0" OF SINKS. OUTLETS NEAR SINKS, OR IN LOCATIONS SUBJECT TO MOISTURE SHALL BE G.F.I. TYPE. 9. EQUIPMENT SIZES ARE AS DESIGNED. CIRCUIT BREAKERS, CONDUIT, JUNCTION BOXES, DISC. SWITCHES, CONDUCTOR SIZES, DEVICE LOCATIONS, ETC., SHALL BE ADJUSTED 19. ALL ELECTRICAL WIRING IN OR ON THE BUILDING SHALL BE IN IMC, RMC, OR EMT, IN ACCORDANCE TO THE EQUIPMENT SUBMITTED AND APPROVED FOR INSTALLATION ON THIS PROJECT WITH LOCAL CODE AMENDMENT. ALL EXTERIOR WIRING SHALL BE BURIED IN CONDUIT APPROVED FOR THE ENVIRONMENT IN ACCORDANCE WITH LOCAL CODE AMENDMENT. 10. THE ELECT SUBCONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION BETWEEN THE ELECTRICAL AND MECHANICAL TRADES TO PROVIDE CLEARANCES ABOVE CEILING BETWEEN RECESSED LIGHT FIXTURES AND THERMAL INSULATION OR COMBUSTIBLE MATERIALS IN ACCORD WITH N.E.C. PARAGRAPH 410-65 & 66. "A" "ETR" 120/240 120/240 IPH 3W 1PH 3W 100A MLO 200A MCB 42 SP 20 SP BUILDING FOUNDATION FAULT GALCULATION5 PANEL- ,ASSUME 25 KVA PADMOUNT TRAN6FORMER WITH IMPEDANCE Z = 1.5°ro TRAN6FORMER FAULT CURRENT = 12200 A PANEL FAULT CURRENT = 12200 A ELECTRICAL 5ERVf CE CALCULATE ON5 EXISTING SERVICE PEAK LOAD: ESTIMATED 4 KVA (PER GCEC) NEW MECHANICAL LOAD: 11.2 KVA NEW PANEL LOAD: 0.1 KVA TOTAL PLANNED CONNECTED LOAD: 29.9 KVA AT 240V 10: 124.& A EXISTING GROUNDING TO REMAIN EC TO FURNISH AND INSTALL NEW BREAKERS IN EXISTING PANEL WITH NEW CONDUITS AND WIRES FOR NEW HVAC EQUIPMENT. REFER TO ELECTRICAL PLANS FOR LOCATIONS, SIZES AND QUANTITIES. 0 EXISTING PRIMARY, METER, SECONDARY CONDUIT, AND PANEL TO REMAIN. COORDINATE REPLACEMENTS OF SECONDARY FEEDERS WITH UTILITY IF NECESSARY. EXISTING PRIMARY ELECT1C,4L. f5 SCALE.NTS CEILING WALL ANGLE METAL STUD GYP. BOARD OUTLET BOX 18" A.F.F. UNLESS OTHER- WISE SHOWN. CONDUIT & WIRING TO PANELBOARD (SEE PANELS) CEILING CONDUIT SIZE AS REQUIRED MOUNT OUTLETS VERTICAL AT 18" A.F.F. WITH WALL S/S COVER PLATE AS SPECIFIED. 2 1/4" DEEP BOX STRUT RUNNER FLOOR LINE T�'F. FOUJ E CE FT,4CL E f N5T,4L L,4T f Oil SC 4LE:NTS NOTE: INSTALLATION SHALL BE MODIFIED AS REQUIRED FOR CMU WALLS OR OTHER WALL OR CEILING TYPES ENCOUNTERED. CE WALL A METAL T SIZE 3/4" MIN REQUIRED GYP. BOARD - MOUNT OUTLETS VERTICAL AT OUTLET BOX �_ 18" A.F.F. WITH WALL S/S COVER PLATE AS - - SPECIFIED. 2 1/4" DEEP BOX 18" A.F.F. UNLESS OTHER- STRUT RUNNER WISE SHOWN. H� FLOOR LINE NOTE: INSTALLATION SHALL BE MODIFIED AS REQUIRED FOR CMU WALLS OR OTHER WALL OR CEILING TYPES ENCOUNTERED. T�f=. TEL., TV 4N[) D,4T,4 OUTLET f N5T,4LL,4T f Oil 5CALE:NT5 ro to cn co o CO o o� = CJ .���� co) �" cc E o►ca��a Cc) 0 cw G3 cu +.. co I I z 0 CO co � PA cm zA 19 E , Pk z ~ J � W dS W0zo � 0co COZ �w U oPq u ui �L'Mz I co 1 2 cn w r- � co co PA ro �r N w z"tza Lo o a a V au E- ,�p,T•E 0F�cc1�0 • * 1/ / AAA••• • *.o %••••�• M.HARR�S' "Oe /fit?,% 1•04032.. ••i 00 M L0 El Q z C� z� <.j LL 0 c U�❑ WEl DRAWING ISSUE -REVISION RDQ D:I[Tj 111=- DOC N_� PROGRESS PRINT 09:162016 The Professional seal affbced to this shoot indioates that the named professional has prepared or directed the preparation of the material shown any on this sheet. other drowinip and documents not sAlbiNrq fhb seal ahan not be considered prepared by or the responsibighr of tlm u nderatq Copyright 02M6 Root Engineering, )r T_u ELECTRICAL SCHEDULES Dr N . E 3 S D__B C I B -7 C NI ._ C -C- i�L_1�1��fN� SYMBOL DESCRIPTION SANItARY SEWER PIPING ------- VENT PIPING — GOLD WATER PIPING — HOT WATER PIPING HOT WATER RETURN PIPING --- � cp o o� 41� � o�`�'�w CM A. _� _mow E �w�,wz � x iZ ���o� � wrnc�►c�a v � I � I � z�za � V w F, UJ co C'D co I 0,6 co z CO .�p�EQ�� l ❑ o U) ❑ UJ . Cn (0 zQ QLo z I` P-4 00 Q ❑ 00 REF o U Cep U U CO ❑ ° w ❑o �O OwN ~ Jz� cn � \ / I P-2 I P-1N A I D Ck4� I5 � _ P-3 T�F 3 4) 4) zZO 1 Q 3/4 �� U) ❑ — ow P-2 I P-IL P-IN U ❑ lT ❑ WH ❑ p� Q —Q z Q ❑ DRAWING ISSUE -REVISION I R . D--Sro®0 D0� N -. r PROGRESS PRINT 09L16r2016 cFL_U�F15ING I�E�-UJ,4TE yi SCALE:NTS C O O D I N A T COOIRD INATE The Professional seal affixed to this .beet CONTINUATION CONTINUATION or directed that the named professional has prepared or directed the preparation of the material shown �U I U I L_ I WITH UT I L I T'' any on this sheet other drawings and documents not exhibiting this seal shall not be oonsiderod prepared by or the responsibility of the undersigned. Copyright 02016 Root Engineering. i Drnn rmn T mm PLUMBING WATER PLANS 0 L=l� IN,4N — W�flR Dr00®oNa SCALE: 14" = I' S=® DooBo _ Coo=Bo C o007® m[]NQ NATURAL �L=l�k� I I V� SYMBOL DESCRIPTION SANITARY SEWER PIPING ------- VENT PIPING — GOLD WATER PIPING HOT WATER PIPING NOT WATER RETURN PIPING -- NATURAL GAS PIPING CHANGE IN PIPE ELEVATION RFD FLOOR DRAIN ®FS FLOOR SINK NCO CLEANOUT �WGO WALL CLEANOUT � FCO FLOOR CLEANOUT � YCO YARD CLEANOUT NB � NOSE BIBB BALL VALVE �P-I PLUMBING FIXTURE DESIGNATION SEE PLUMB FIXt. GONN. SGHED. 0 P-I PLUMBING FIXTURE DESIGNATION SEE PLUMB FIXT. GONN. SGHED. P-I, P-2, ETC. PLUMBING FIXTURE DESIGNATION BF BELOW FLOOR UG UNDER GRADE AFF ABOVE FINISHED FLOOR AC ABOVE CEILING AIR CHAMBERS � cp _� _mow �w�,wz x iZ ���o� � wrnc�►c�a v � I � I � z�za � V w F, UJ PQ 0,6 co z co ® E 0 y'0 �• HA RRis O 032 •e l � ❑ o U) ❑ UJ . Cn (D Ill 4" VTR Q o I ZQ Zti r\ I 0 P-4 Q❑(D � U1C0 NI \\\ ❑ o W ❑ �❑ \ — L.L O _ O W N I Z { P-2 \ \ y IN ❑ J Z ❑ N I \\ � I< P-4 I U P-3 T ❑ 0. U) N �\\ ti�\\ WCO I � IN \ �� 'CI P-2 P 1N P-3 P-2 \ \� ��� I I P-IH \ g FDI f�(:i)k(:i)]L o I< WCO ---- — ZU P- IL ^_' \ \ g� J All VTR 1=C ZO ND �� c a o cOU. Go 1'CO, 5� -1N P-2 P-1L _ O Q FD P PIN ❑ wco U W O Q COORDINATE — Q Z CONTINUATION � Z WITH UTILIT`I' �U� Q ❑ � DRAWING ISSUE -REVISION R D-Sr�®0 D0� IN yc;oi Ll. t"15IN Rf,5ER= JJA&TE/VENT YCO r PROGRESS PRINT 09d6�016 C SGALE:NTS C O O RD I N A T E The Professional seal affixed to this sheet CONTINUATION indicates that the named professional has prepared or directed the proparotion of the material shown WITH UT I L I T` - documents ly on nott' xhibiU _ ���wu not be oonsidered prepared by or the responsibility of the undersigned. Copyright 02016 Root Engineering. Drnn rmn T mm PLUMBING WASTE / VENT FL IJ�5 INI If Al l - UUA��1 /VENT PLANS I SCALE: I/�" = I' Droouo NQ P2 S z7® DooBD _ CLjOmB❑ C OOCD® mDNQ PLUM5ING FIXTURE 5C�4DUL P-1H ADA ADULT WC: WALL MOUNT, ELONGATED 5OWL, HANDICAP ACCESSIBLE: PRESSURE ASSISTED FLUSH TANK WATER CLOSET. AMERICAN STANDARD 20c33.100 ''GLENWALL''. 5EMI6 SOLID PLASTIC ANTIBACTERIAL OPEN FRONT SEAT. JR SMITH "LINEBACKER" CHAIR CARRIER. TOP OF SEAT 16.5'' AFF. REFER TO TA& SHEET P-IL ADULT WC: SAME AS P1H EXCEPT TOP OF SEAT IS 14.5'' AFF. REFER TO TA& SHEET P-2 W,45H STATION ADA LAVATOR T : 5RADLE T' TERREON QUADRA-FOUNT WASHFOUNTAIN LAVATOR'1' 6Y`,5TEM. MODEL NUMBER 1"IF2944-5TD-IR-L5D-XXXX-TMA (COORDINATE COLOR WITH ARCHITECT BEFORE ORDERING). INCLUDE 120V POWERED INFRARED SENSORS, SOAP DISPENSERS, AND 1/4'' ANGLE SUPPLIES/STOPS. EQ. INSTALL A& PER ADA REQUIREMENTS UJ/ TRU5RO SUPPLY` AND TRAP INSULATION. INCLUDE A55E 101(o UNDER SINK THERMOSTATIC MIXING VALVE, WATTS REGULATOR MMV OR EQUAL SET AT 110F. P-3 ADA ADULT URINAL: AMERICAN STANDARD MODEL 6515.001 WA5H5ROOK WALL MOUNTED BACK SPUD. 1.5 GPF, VITREOUS CHINA, 3/411 BACK SPUD URINAL. FURNISH AND INSTALL WITH &LOAN 1134 1.0 E&& TMO CONCEALED AUTOMATIC SENSOR TRANSFORMER POWERED FLUSH VALVE. AND JR SMITH CHAIR CARRIER. RIM OF BASIN 15 1/41, AFF. P-4 SINGLE 5OWL SINK: ELKA T' &/& SINGLE 5OWL SINK, M/N LRAD3122. THREE HOLE, (oil DEEP 31''x22'' OVERALL DIMENSION, WITH BASKET STRAINER, CP P-TRAP. 1/2'' CP Ilea SUPPLIES. AMERICAN STANDARD PULLOUT SWING ARM FAUCET, M/N -10-13100.002. 1/4 TURN SUPPLIES/STOPS TRU51RO HC INSULATION. INCLUDE UNDER SINK 14515E TEMPER VLV, WATTS U5G-5 OR EQ, SET AT 11OF 55P BEVERAGE 5ACKFLOW PRE VENTOR: WATT SD - 2 REF REFRIGERATOR WATER &UPPL T' WALL BOX: RECESSED WALL WATER SUPPLY` BOX FOR REFRIGERATOR ICE MAKER. 51OUX CHIEF OR EQ WH ELECTRIC WATER HEATER: AO SMITH DEL-30 FURNISH WITH TWO 300OW ELEMENTS NON&IMULTANEOU& ELEMENT OPERATION (240/1/(o0) INCLUDE SEC. DRAINPAN, STAND, (o GAL XPAN TANK (WATTS PLT-12), T4P VALVE, AND VACUUM BREAKER. ROUTE T&P TO FLOOR/HUB DRAIN OR MOP/SERVICE SINK WITH AIR GAP. SET AT 140F FD FLOOR DRAIN: JR SMITH M/N 2010A. SQUARE NI-51R TOP. 4'' TRAP. INCLUDE TRAP GUARD. FCO FLOOR CLEANOUT: JR SMITH M/N 4021, NICKEL BRONZE TOP. WCO WALL CLEANOUT: JR SMITH MODEL 4402, CHROME COVER. `r'CO WARD CLEANOUT: FOR PAVEMENT JR SMITH M/N 4261C OR 42535, CI TOP. SET IN CONCRETE FROM SITE WORK. IF NO 5ITEWOR<, SET IN 18x1(5x(o PAD GENE fRAL fL Ut'❑5 I NG NOTE 5 I THE PLUMBING SUBCONTRACTOR SHALL PROVIDE A COMPLETE AND USABLE SYSTEM WITH THE 13 SUPPORT ALL PIPE PER CODE WITH CLEV15 HANGERS, UN15TRUT OR SIMILAR PLUMBERS TAPE INTENT AND SPRIT OF THAT INDICATED BY THESE DRAWINGS. WORK OR MATERIALS NOT SHOWN WILL NOT BE ACCEPTED. CLEVISES FOR WATER PIPE SHALL BE COPPER BY THE DRAWINGS, BUT NECESSARY TO COMPLETE THE SYSTEM, SHALL BE INCLUDED AT NO ADDITIONAL COST. THE PLUMBING SUBCONTRACTOR SHALL FURNISH AND INSTALL ALL 14 INSULATE ALL WATER PIPE WITH FIBERGLASS PREFORMED PIPE INSULATION AND ALL PLUMBING SYSTEM REQUIREMENTS INCLUDING FIXTURES, WASTE, VENT, GAS AND WATER PIPE, PURPOSE JACKET. 1"THICK 4 PCF FOR 1/2" - 1-3/4" PIPE SIZE, 1-1/2" THICK FOR 1-1/211 AND ACCESSORIES, CUTTING AND PATCHING, ETC. LARGER PIPE. KNAUF OR EQUAL. 2 THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND MAKE ADJUSTMENTS TO AVOID 15 ALL WATER VALVES SHALL BE 2-PIECE BALL VALVES, BRONZE BODY, SS BALL. GAS VALVES CONFLICT. NOTIFY THE ENGINEER IN WRITING OF SIGNIFICANT CONSTRUCTABILITY ISSUES. SHALL BE STEEL COCKS, RATED FOR GAS SERVICE. STOCKHAM OR EQUAL. INSTALL A UNION WITH EACH VALVE. 3 THE PLUMBING SUBCONTRACTOR SHALL VERIFY PLACEMENT OF ALL FIXTURES, EXISTING PIPE, MECHANICAL EQUIPMENT, AND RELATED WITH ARCHITECTURAL, MECHANICAL AND ELECTRICAL 16 ABOVE FLOOR PLUMBING MATERIALS: DRAWINGS AND TRADES BEFORE ROUGHING IN. WATER PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW. WASTE/VENT PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW. 4 MINOR VARIATION IN PIPING TO AVOID CONFLICT WILL BE ACCEPTED. NOTIFY THE ENGINEER IN WRITING OF SIGNIFICANT CONSTRUCTA51LITY ISSUES. 11 BELOW GROUND PLUMBING MATERIALS: WATER PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW. 5 IF DEMOLITION OF EXISTING BUILDING COMPONENTS WHICH ARE TO REMAIN IS REQUIRED, WASTE/VENT PIPE SHALL BE OF MATERIAL LISTED IN TABLE BELOW WITH BELL AND COORDINATE RESTORATION OF DISTURBED FINISH WORK (EjG. FLOOR SLAB, FLOOR FINISHES, SPIGOT PLACED IN A CLEAN SAND BED. ETC.) WITH GC. MINIMUM UNDERGROUND BUILDING DRAIN SIZE IS TO BE 4" 6 LOCATIONS OF EXISTING PIPE INDICATED ON THIS DRAWING ARE BASED ON RECORDS WHICH 18 MINIMUM BUILDING SEWER SIZE IS TO BE 6" MAY BE INACCURATE. THE PLUMBING SUBCONTRACTOR SHALL FIELD VERIFY ADJUST IF REQUIRED, AT NO ADDITIONAL COST. 19 COLORED PRIMER AND COLORED GLUE SHALL BE USED ON ALL PVC PIPING OR A STACK TEST SHALL BE PERFORMED 1 FIELD VERIFY EXISTING WASTE PIPE INVERTS AND ADEQUACY OF NEW WASTE PIPE FALL. NOTIFY ENGINEER IN WRITING IF CONFLICTS EXIST. 20 NO PVC WASTE OR VENT PIPING MAY BE INSTALLED IN A PLENUM CEILING. 8 ALL MATERIALS WILL BE NEW AND IN NEW CONDITION. 21 NO WATER PIPES TO BE INSTALLED IN ATTIC OR OTHER UNCONDITIONED SPACES. 9 THE PLUMBING SUBCONTRACTOR SHALL PREPARE A SUBMITTAL PACKAGE WHICH DETAILS A L L O A E3L LUATER MAT R I A L 5 PROPOSED EQUIPMENT (FIVE COPIES). At MINIMUM THE SUBMITTAL PACKAGE WILL CONTAIN W USE PVC SCH 40 COPPER K COPPER L PEX POLY DETAILED DATA ON PLUMBING FIXTURES, VALVES, DEVICES AND ACCESSORIES. EQUAL SERVICE LINE YES NO NO YES YES EQUIPMENT TO THAT SPECIFIED WILL BE CONSIDERED IF PERFORMANCE, APPEARANCE, CW ABOVE FLOOR NO NO NO YES NO SERVICEABILITY AND QUALITY ARE JUDGED BY THE ENGINEER AND/OR ARCHITECT TO BE EQUAL OR BETTER CW BELOW GROUND NO NO NO YES NO HW ABOVE FLOOR NO NO NO YES NO 10 ALL WORK SHALL COMPLY WITH COGNIZANT CODES, REGULATIONS, LAWS AND THE DETERMINATIONS OF THE LOCAL BUILDING OFFICIAL AT NO EXTRA COST. THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY CONFLICT BETWEEN THE PLANS AND HW BELOW GROUND NO NO NO YES NO � � � � � � � � � � � � /� � � � � � � I APPLICABLE CODES. USE CAST IRON PVC DWV PVC SOLID CORE COPPER DWV II WHEN SYSTEMS ARE COMPLETE AND OPERATIONAL, A 'PUNCH LIST' INSPECTION SHALL BE WASTE ABOVE FLOOR NO YES YES NO WASTE BLW GROUND NO NO YES NO REQUESTED BY THE CONTRACTOR SUCH AN INSPECTION SHALL NOT BE CONDUCTED ON INCOMPLETE OR NON -OPERATIONAL SYSTEMS. VENT ABOVE FLOOR NO YES YES NO VENT BELOW GROUND NO NO YES NO 12 UPON COMPLETION OF WORK, SUBMIT FOUR COPIES OF OPERATION AND MAINTENANCE MANUALS, AS BUILT DRAWINGS, GUARANTIES AND WARRANTIES. At MINIMUM, THE CONTRACTOR WILL WARRANTY ALL WORK, EQUIPMENT AND MATERIALS FOR ONE YEAR PAST BENEFICIAL OCCUPANCY OR SUBSTANTIAL COMPLETION. NOTES: 1. NO SUBSTITUTIONS. NO MATERIALS NOT LISTED. 2. PEX PIPE TO BE JOINED IN A PROCESS/FITTING IAW CODE AND MFG. 3. ALL FIXTURES TO HAVE COPPER STU50UTS - SIOUX CHIEF OR EQUIVALENT. FLUM5ING FIXTURE CONNECTION 5CDEDUCE MAR< DESCRIPTION CW HW VENT WASTE P-1H,1L WATER CLOSET 1/211 -- 211 411 P-2 LAVATORY 1/211 1/211 1-1/211 211 P-3 URINAL 3/411 - - 211 211 P-4 SINK 1/211 1/211 1-1/211 211 VACUUM RELIEF VALVE XPAN ANSI Z21.22 1986 TANK T&P RELIEF HW — — VALVE CW — U ELEC. W/H INSTALLED ON WALL D SEE PLUMBING PLAN WATTS WM-26 WALL RACK GALVANIZED STL. PAN UNDER 3/4" DRAINS TO SERVICE SINK ELECTRIC WATER HEATER D OR HUB DRAIN MOUNT ON WALL USING WATTS WM-26 RACK OR EQUIVALENT. r1 UJ. .CONNECT �DETAf L- SCALE:NTS 4- f>3 CID V) co O CD O o L ■�co 0 I � 41 � z o `O ��I CO �Wy z zA E I'T-z x 0 oZS (Mzo <4co>(Mw M o CO ►O v Luw I c`�'-, cam, z co 1 0- M a, w � i°�wMw co z za a a � V w E, a� P� E 0 i %' • ARAM •H`' 111 •104•0 3,2 •. S • � l � /j to U) uj zQ � CD U Lu 0 D U) U a(n 0� in Q Q Q Z(D ZO Q J LL In 0 u) U Y� C �Ua O ti z Q ❑ Fn t D ❑ O w J z z �❑ o� co w 0 Q z z Q 00 a DRAWING ISSUE -REVISION R . D SIB®0 D0� IN r I PROGRESS PRINT 1 09[162016 1 The Professional seal affixed to this sheet indicates that the named professional has prepared or directed the proparotion of the material shown only on this sheet Other drawings and documents not exhibiting this seal shall not be considered prepared by or the responsibility of the undersigned. Copyright 02016 Root Engineering. PLUMBING SCHEDULES AND DETAILS P3 S=® D00BD I -_ I C I I B 4*ARRIS 1 LD ERS New iieme Construction & Remodeling QUOTE P.O. Box 2017 Section: iA Van Alstyne, Texas 75495 Dated: 06/2712017 Ph: 903,819,3523 Page: 1 of 1 Email: rockinhr@gmail.com Natural Springs Park - Old Horse Barn Renovation for Parks Office & 2 Restrooms (Renovation Plans Provided by City of Anna) Owner: City of Anna Address: PO Bx 776, Anna Tx 75409 Contact: Maurice Schwanke, Director of Planning & Development Phone: 972,924,2616 CONCRETE &PLUMBING WORK -- Scope of Work To Be Performed Material & Labor-- 1 Concrete Slab -appx 1200 sft 12,645.00 2 Concrete Sidewalk - appx 631 sft 4,'08.00 3 Rough Plumbing / Top -Out / Trim -Out 183345.00 4 Plumbing Fixtures 130197.00 TOTAL FOR PROPOSED SERVICES: $48,195.00 Terms: Material &Progress Draws Deviation From Plans: Lower slab in bathrooms 1-1/2" below main slab. Remove ground level horizontal I -beams as noted on Section B Quote. Add 1-1/2" drip ledge to concrete slab for re -installed exterior metal wall panels. General Notes: 1 Quote is for the above listed Scope of Work items only. 2 Septic system not included. 3 Any changes will be by written change order and approved by both builder and owner. Options: 1 Deduct (14,285.00) from plumbing labor &fixtures if using 2 stainless steel wall mount sinks with sensored faucets and 3 floor mount pressure assisted toilets. Improvements Warranty 1 Builder warranty two (2) years for workmanship &materials Manufacturers Product Warranties -Builder will assign to the owner, without recourse, the manufacturer's warranty for all manufactured products that are covered by a manufacturer's warranty. Any rights that are inure to the owner provided under a manufacturer's warranty are the obligation of the manufacturer. The Builder does not assume any of the obligations of the manufacturer resulting from a manufacturer's warranty, but shall coordinate with the manufacturer, suppliers or agents to achieve compliance with the performance standard. Owner Acceptance Signature; 4QARRI$ ,LDERS New Nona Constructlon & Remodeling QUOTE P.O. Box 2017 Section: B Van Alstyne, Texas 75495 Dated: 06/2712017 Ph: 903,819,3523 Page: 1 of 1 Email: rockinhr@gmail.com Natural Springs Park - Old Horse Barn Renovation for Parks Office & 2 Restrooms (Renovation Plans Provided by City of Anna) Owner: City of Anna Address: PO Bx 776, Anna Tx 75409 Contact: Maurice Schwanke, Director of Planning & Development Phone: 972.924.2616 METAL WORK, FRAMING, DOORS, WINDOWS, DRYWALL &INSULATION -- Scope of Work To Be Performed Material & Lahnr-- 1 Metal Work -Exterior walls, Ceiling panels &Gates. 18,000.00 2 Wood stud Framing, Drywall and T-111 panels. 16,431.00 3 Doors & windows. 7$59.00 4 Foam Insulation - Walls & Ceilings 73584,00 TOTAL FOR PROPOSED SERVICES: $49,574.00 Terms: Material &Progress Draws Deviation From Plans: 1 Remove ground level horizontal I -beams &discard. 2 Reposition existing exterior wall purlins to inside of existing vertical 1-beams. 3 Wood stud framing to be placed on interior side of vertical 1-beams. 4 Foam encapsulation instead of fiberglass bads. 5 Metal U-Panel ceilings instead of Tectum panels. (Standard Color Selection) 6 Replace damaged exterior R-Panels on north side with new panels. General Notes: 1 Quote is for the above listed Scope of Work items only. 2 Any changes will be by written change order and approved by both builder and owner. Improvements Warranty: 1 Builder warranty two (2) years for workmanship &materials Manufacturers Product Warranties -Builder will assign to the owner, without recourse, the manufacturer's warranty for all manufactured products that are covered by a manufacturer's warranty. Any rights that are inure to the owner provided under a manufacturer's warranty are the obligation of the manufacturer. The Builder does not assume any of the obligations of the manufacturer resulting from a manufacturer's warranty, but shall coordinate with the manufacturer, suppliers or agents to achieve compliance with the performance standard. Owner Acceptance Signature: IARRIS LDERS New Home Construction & Remodeling QUOTE P.O. Box 2017 Section: C Van Alstyne, Texas 75495 Dated: 06/27/2017 Ph: 903.819.3523 Page: 1 of 1 Email: rockinhr@gmail.com Natural Springs Park - Old Horse Barn Renovation for Parks Office & 2 Restrooms (Renovation Plans Provided by City of Anna) Owner: City of Anna Address: PO Bx 776, Anna Tx 75409 Contact: Maurice Schwanke, Director of Planning & Development Phone: 972.924.2616 ELECTRICAL & HVAC -- Scope of Work To Be Performed Material & Labor-- 1 Electrical Rough lTrim &Fixtures 12,900.00 2 Trane XR 16 seer 3.5 Ton Electric Heat & Exposed Spiral Duct with 1" Liner installed 17 100 00 3 Two (2) Wall mount heaters in bathrooms installed. 1,440.001 TOTAL FOR PROPOSED SERVICES: $31,440.00 Terms: Material &Progress Draws Deviation From Plans: 1 Install 1 - 30 circuit ,surface mount sub -panel fed off existing panel. 2 No motion controls, bi-switch only. 3 Change florescent fixtures in office & breakroom to LED strip fixtures. 4 Change downlight fixtures in baths & plumbing chase to LED strip fixtures. General Notes: 1 Quote is for the above listed Scope of Work items only. 2 Any changes will be by written change order and approved by both builder and owner. Options: 1 Deduct (1,600.00) if using standard hard ducting. Improvements Warranty: 1 Builder warranty two (2) years for workmanship &materials Manufacturers Product Warranties -Builder will assign to the owner, without recourse, the manufacturer's warranty for all manufactured products that are covered by a manufacturer's warranty. Any rights that are inure to the owner provided under a manufacturer's warranty are the obligation of the manufacturer. The Builder does not assume any of the obligations of the manufacturer resulting from a manufacturer's warranty, but shall coordinate with the manufacturer, suppliers or agents to achieve compliance with the performance standard. Owner Acceptance Signature: Dale 4*1 ARRIS LDERS New Home Construction & Remodeling P.O. Box 2017 Van Alstyne, Texas 75495 Ph: 903,819,3523 Email: rockinhr@gmail.com QUOTE Section: D Dated: 06/27/2017 Page: 1 of 1 Natural Springs Park -Old Horse Barn Renovation for Parks Office & 2 Restrooms (Renovation Plans Provided by City of Anna) Owner: City of Anna Address: PO Bx 776, Anna Tx 75409 Contact: Maurice Schwanke, Director of Planning & Development Phone: 972.924.2616 FINISH OUT -- Scope of Work To Be Performed Material & Labor-- 1 Cabinets &Formica Countertops. 5,975.00 2 Painting, 43500,00 3 FRP panels in bathrooms. 21700,00 4 Plastic Bath partitions. 6,473.00 5 Toilet accessories. 43616.00 6 Fire Extinguisher & Cab, Signage & Mini -blinds. 1,439.00 7 Clean & Seal concrete floors with low sheen product. 3,600.00 TOTAL FOR PROPOSED SERVICES: $29,303.00 Terms: Material &Progress Draws Deviation From Plans: 1 None General Notes: 1 Quote is for the above listed Scope of Work items only. 2 Any changes will be by written change order and approved by both builder and owner. Improvements Warranty 1 Builder warranty two (2) years for workmanship &materials Manufacturers Product Warranties -Builder will assign to the owner, without recourse, the manufacturer's warranty for all manufactured products that are covered by a manufacturer's warranty. Any rights that are inure to the owner provided under a manufacturer's warranty are the obligation of the manufacturer. The Builder does not assume any of the obligations of the manufacturer resulting from a manufacturer's warranty, but shall coordinate with the manufacturer, suppliers or agents to achieve compliance with the performance standard. Owner Acceptance Signature: Date City of Anna Parks Barn Bids 2017 NAME: A B C D 1 �e�fs L S �l L1. 2 3 4 5 6 7 8 CERTIFICATE OF INTERESTED PARTIES FORM 1295 1of1 Complete Nos. 1- 4 and 6 if there are interested parties. OFFICE USE ONLY Complete Nos.1, 2, 3, 5, and 6 if there are no interested parties. CERTIFICATION OF FILING Certificate Number: 1 Name of business entity filing form, and the city, state and country of the business entity's place of business. 2017-236302 Harris Builders Van Alstyne, TX United States Date Filed: 07/13/2017 2 Name of governmental entity or state agency that is a party to the contract for which the form is being filed. City of Anna, Texas Date Acknowledged: 3 Provide the identification number used by the governmental entity or state agency to track or identify the contract, and provide a description of the services, goods, or other property to be provided under the contract. 252 Natural Springs Park - Office/Break Room/Restroom Remodel 4 Name of Interested Party City, State, Country (place of business) Nature of interest (check applicable) Controlling I Intermediary City of Anna, Anna, TX United States X 5 Check only if there is NO Interested Party. ❑ 6 AFFIDAVIT I swear, or affirm, under penalty of perjury, that the above disclosure is true and correct. * MARIA WELi.S Notary Public STATE OF TEXAS * e 114 ODMM' 6p.0&2&2l)19 Signature of authorized agent of contracting business entity AFFIX NOTARY STAMP / SEAL ABOVE Sworn to and subscribed before me, by the said Mike Ha A Ls 13th this the day of July 20 to certify which, witness my hand and seal of office. Ma i.a weM Nola .y Pubt,%c Sign ttoOfficer administering oath Printed name of officer administering oath Title of officer administering oath Forms provided by Texas Ethics Commission www.ethics.state.tx.us Version V1.0.883 CERTIFICATE OF LIA INSURANCEDATEIMMIDDIYYyYI THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY ND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER, THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, XTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUT A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER, IMPORTANT: if the certificate holder is an ADDITIONAL INSURED, the p Iicy(les) must be entlorsetl. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endoraemansal I PRODUCER Id Morganlnsurance E Jefferson St Box 2105 INSURED Harris Builders PO Box 2017 Van Alstyne, TX 75495 903-482-4059 --""' THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION O CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDEC EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE B INSR A—D-01 SUER TYPEOFINSURANCE POLICYNUMBER KCVISIUN NUMBER: BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EN REDUCED BY PAID CLAIMS. ODyFhX0YYYLT MMIYYYY Mll0YLIMITS GENERALUABILITY A COMMERCIAL GENERAL LIABILITY CLAIMS.MADE © OCCUR DSI125841300 EACH OCCURRENCE S DAMAGES —R—ENTEa 15PREMISSr ,000 MED EXP (Any one person) S 03/08/17 03/08/18 PERSONAL& ADV INJURY $ GENERAL AGGREGATE s2,000,000 GEN'L AGGREGATE POLICY LIMIT APPLIES PER: PRP LOC PRODUCTS -COMPIOP AGO a 1 5 AUTOMOBILE LIABILITY ANY AUTO COMBINED SINGLE LIMIT (Ea accident) $ BODILY INJURY(Perperson) S ALL OWNED AUTOS BODILY INJURY(Peraccident) 5 SCHEDULED AUTOS PROPERTY DAMAGE (Per accident) S HIREDAUTOS NON-OWNEDAUTOS S S UMBRELLA LAB EXCESS LIAR OCCUR CLAIMS -MADE EACHOCCURRENCE S AGGREGATE $ DET UCTIDLE $ WO SLATU- OTH- $ RETENTION S WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANYPROPRIETORIPARTNEWEXECUTIVE OFFICERNEnNXjEXCLUDED9 El MIA E.L. EACH ACCIDENT S E.L. DISEASE - EA EMPLOYE $ (MadatoryIn under E.L. DISEASE - POLICY LIMIT 5 DESCRIPTION OFOPERATIONS below DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (Attach ACORD 101, Additional Remarks Sch Wfule, if more apace is required) Old Horse Barn at Natural Springs Park West White near Slater Creek Road HOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PO BX 776 HE EXPIRATION DATB THEREOF, NOTICE WILL BE DELIVERED IN CCORDANCE WITH THE POLICY PROVISIONS. no, TX 75409 A THORRED REPRESENTATIVE ©1988-200P ACORD CORPORATION. All rights reserved. ACORD 25 (2009/09) The ACORD name and logo are registered marks of ACIORD Item No. 10. City Council Agenda Staff Report Meeting Date: 7/25/2017 AGENDA ITEM: Consider/Discuss/Action regarding Resolution authorizing the City Manager to solicit bids for the 2017 Annual Street Rehabilitation Project. (Joseph Johnson) �Y�J►�i 1 Ji I_1:�'il The current fiscal year budget includes funds for the annual rehabilitation of existing asphalt streets. With the $136,000 remaining in the Capital Improvements - Streets line item we could potentially complete 3 to 4 blocks of asphalt replacement on a typical residential street. City staff has conducted an inspection of existing asphalt streets and recommends the following projects for reconstruction (click here for project map): 1. Third Street between SH 5 and Interurban - 290 linear feet - Opinion of Construction Cost: $40,000 2. Butler from SH 5 continuing 250' west - 250 linear feet - Opinion of Construction Cost: $41,000 3. Easton between Fifth and Sixth - 290 linear feet - Opinion of Construction Cost: $32,000 4. Third Street between Interurban and Riggins - 320 linear feet - Opinion of Construction Cost: $35,000 With the Opinion of Construction Cost for the projects being $148,000 and available funds at approximately $136,000, it is staff's recommendation to include Projects 1 through 3 in the base bid and include Project 4 as an alternate bid item. STAFF RECOMMENDATION: Staff recommends approval of this item authorizing the City Manager to solicit bids for the 2017 Annual Street Rehabilitation Project. ATTACHMENTS: Description Upload Date Type Resolution Authorizing Street Bid Process 7/20/2017 Resolution Engineer's Opinion of Construction Cost 7/19/2017 Exhibit CITY OF ANNA, TEXAS RESOLUTION NO. A RESOLUTION OF THE CITY OF ANNA, TEXAS, AUTHORIZING THE CITY MANAGER TO SOLICIT BIDS FOR THE 2017 STREET REHABILITATION PROJECT WHEREAS, the FY 2017 budget includes funds for the rehabilitation of existing asphalt streets; and WHEREAS, there is $136,000 remaining in the Streets department Capital Improvements budget; and WHEREAS, the City's purchasing policies state that no bid process on purchases more than $50,000 shall begin until approved by the City Council and the City Manager; 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 Bidding Process. The City Council hereby authorizes the City Manager to solicit bids for the 2017 Street Rehabilitation Project which includes the following reconstruction projects: a) Third Street between SH 5 and Interurban - 290 linear feet b) Butler from SH 5 continuing 250' west - 250 linear feet c) Easton between Fifth and Sixth - 290 linear feet d) Third Street between Interurban and Riggins - 320 linear feet PASSED AND APPROVED by the City Council of the City of Anna, Texas on this 25th day of July 2017. ATTEST: APPROVED: Carrie L. Smith, City Secretary Mike Crist, Mayor BIRKHOFF, HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS Texas Firm F526 Client: Citv of Anna Project: 3rd Street - From SH 5 to Interurban 290' long x 22' wide (Will require TxDOT permit) Project No. 4007-238 Date: 19-Jul-17 ENGINEER'S OPINION OF CONSTRUCTION COST By: CMK Item No. Description Quantity Unit Price Amount 1 Scarify, Remix & Compact Pavement Surface and Base Material (TxDOT Item 251) to a Minimum Depth of 6-inches 709 SY $ 8.00 $ 5,671.11 2 Furnish & Install 3-inch TxDOT Type "D" HMAC Surface (TxDOT Item 340) 117 Tons $ 110.00 $ 12,866.33 3 Full Depth HMAC Sawcut 394 LF $ 5.00 $ 1,970.00 4 Wedge Milling (5-ft Wide) 290 LF $ 12.00 $ 3,480.00 5 Furnish, Install & Maintain Erosion Control 1 LS $ 2,000.00 $ 2,000.00 6 Furnish a Traffic Control Plan 1 Ea $ 1,500.00 $ 1,500.00 7 Install, Maintain & Remove Traffic Control Devices 1 LS $ 3,000.00 $ 3,000.00 8 Water Valve / Sanitn Clean -out adjustment 1 Ea $ 500.00 $ 500.00 9 ADDITIVE ALTERNATE 10 Furnish & Install Flex Base Type "A", Grade 1 (TxDOT 247) 40 Tons $ 70.00 $ 2,800.00 Subtotal: $ 33,787.44 Contin encies and Miscellaneous Items 15% $ 5,068.12 Construction Total: $ 38,855.56 Quality Control and Material Testin 2.50% $ 971.39 Estimated Project Total: $ 39,826.95 USE: $ 40,000.00 JACLERICAL\Anna\l-General Services\4007-City Projects\238-2017 Street Rehab Project\Eng-Estimates\Estimate & Quantity Sheet.xlsx Page 1 of 1 BIRK I TOFF, HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS Texas Firm F526 Client: City of Anna Project: Butler Street -First 250-feet 250' long x varied width (half at 24' half at 40')(W ill require TxDOT permit) Project No. 4007-238 Date: 19-Jul-17 ENGINEER'S OPINION OF CONSTRUCTION COST By: CMK Item No. Description I Quantity Unit I Price I Amount 1 Scarify, Remix & Compact Pavement Surface and Base Material (TxDOT Item 251) to a Minimum Depth of 6-inches 889 SY $ 8.00 $ 7,111.11 2 Furnish & Install 3-inch TOOT Type "D" HMAC Surface (TxDOT Item 340) 147 Tons $ 110.00 $ 16,133.33 3 Full Depth HMAC Sawcut 140 LF $ 5.00 $ 700.00 4 Wedge Milling (5-ft Wide) 45 LF $ 12.00 $ 540.00 5 Furnish, Install & Maintain Erosion Control 1 LS $ 2,000.00 $ 2,000.00 6 Furnish a Traffic Control Plan 1 Ea $ 1,500.00 $ 1,500.00 7 Install, Maintain & Remove Traffic Control Devices 1 LS $ 3,000.00 $ 3,000.00 8 Water Valve / Sanitary Clean -out adjustment 0 Ea $ 500.00 $ - 9 ADDITIVE ALTERNATE 10 Furnish & Install Flex Base Type "A", Grade 1 (TxDOT 247) 50 Tons $ 70.00 $ 3,500.00 Subtotal: $ 34 484.44 Contingencies and Miscellaneous Items 15% $ 5,172.67 Construction Total: $ 39,657.11 Quality Control and Material Testin 2.50% $ 991.43 Estimated Project Total: $ 40,648.54 USE: $ 41,000.00 J:\CLERICAL\Anna\1-General Services\4007-City Projects\238-2017 Street Rehab Project\Eng-Estimates\Estimate & Quantity Sheet.xlsx Page I of I BIRD FI OFF, HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS Texas Firm F526 Client: Citv of Anna Project: Easton Street - From 5th to 6th 290' long x 20' wide Project No. 4007-238 Date: 19-Jul-17 ENGINEER'S OPINION OF CONSTRUCTION COST By: CMK Item No. I Description Quantity Unit Price Amount 1 Scarify, Remix & Compact Pavement Surface and Base Material (TxDOT Item 251) to a Minimum Depth of 6-inches 644 SY $ 8.00 $ 5,155.56 2 Furnish & Install 3-inch TxDOT Type "D" HMAC Surface (TxDOT Item 340) 106 Tons $ 110.00 $ 11.696.67 3 1 Full Depth HMAC Sawcut 140 LF $ 5.00 $ 700.00 4 Wedge Milling (5-ft Wide) 45 LF $ 12.00 $ 540.00 5 Furnish, Install & Maintain Erosion Control 1 LS $ 2.000.00 $ 2,000.00 6 Furnish a Traffic Control Plan 1 Ea $ 1,500.00 $ 1,500.00 7 Install, Maintain & Remove Traffic Control Devices 1 LS $ 2,000.00 $ 2,000.00 8 Manhole adiustment 1 Ea $ 800.00 $ 800.00 9 ADDITIVE ALTERNATE 10 Furnish & Install Flex Base Type "A", Grade 1 (TxDOT 247) 35 Tons $ 70.00 $ 2,450.00 Subtotal: $ 26.842.22 Contingencies and Miscellaneous Items 15% $ 4,026.33 Construction Total: $ 30,868.55 Quality Control and Material Testing 2.50% $ 771.71 Estimated Project Total: $ 31.640.27 USE: $ 32 000.00 ]:\CLERICAL\Anna\l-General Services\4007-City Projects\238-2017 Street Rehab Project\Eng-Estimates\Estimate & Quantity Sheet.xlsx Page 1 of 1 BIRKHOFF, HENDRICKS & CARTER, L.L.P. PROFESSIONAL ENGINEERS Texas Firm F526 Client: City of Anna Project: 3rd Street - From Interurban to Riggins 320' long. x 20' wide (Includes across the intersection of Interurban) Project No. 4007-238 Date: 19-Jul-17 ENGINEER'S OPINION OF CONSTRUCTION COST By: CMK Item No. Description I Quantity Unit Price Amount 1 Scarify, Remix & Compact Pavement Surface and Base Material (TxDOT Item 251) to a Minimum Depth of 6-inches 711 SY $ 8.00 $ 5,688.89 2 Furnish & Install 3-inch TxDOT Type "D" HMAC Surface (TxDOT Item 340) 117 Tons $ 110.00 $ 12,906.67 3 Full Depth HMAC Sawcut 90 LF $ 5.00 $ 450.00 4 Wedge Milling (5-ft Wide) 90 LF $ 12.00 $ 1,080.00 5 Furnish, Install & Maintain Erosion Control 1 LS $ 2,000.00 $ 2,000.00 6 Furnish a Traffic Control Plan 1 Ea $ 1,500.00 $ 1,500.00 7 Install, Maintain & Remove Traffic Control Devices 1 LS $ 2,000.00 $ 2,000.00 8 Water Valve / Sanitary Clean -out ad'ustment 1 Ea $ 500.00 $ 500.00 9 ADDITIVE ALTERNATE 10 Furnish & Install Flex Base Type "A", Grade 1 (TxDOT 247) 40 Tons $ 70.00 $ 2,800.00 Subtotal: $ 28 925.56 Contin encies and Miscellaneous Items 15% $ 4,338.83 Construction Total: $ 33,264.39 Quality Control and Material Testing 2.50% $ 831.61 Estimated Project Total: $ 34,096.00 USE: $ 35,000.00JI J:\CLERICAL\Anna\I-General Services\4007-City Projects\238-2017 Street Rehab Project\Eng-Estinnates\Estinnate & Quantity Sheet xlsx Page 1 of %