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Home My WebLink AboutAgenda_PAREB_10.12.2017Notice of Meeting for the Parks and Recreation Adv isory Board of the City of Georgetown October 12, 2017 at 6:00 PM at 1101 N. College Georgetown, TX 78626 The City o f G eo rgeto wn is committed to comp lianc e with the Americans with Dis abilities Ac t (ADA). If yo u req uire as s is tanc e in participating at a p ublic meeting d ue to a disability, as d efined und er the ADA, reas onab le as s is tance, ad ap tatio ns , or acc o mmo d ations will b e provid ed up o n req uest. P leas e c o ntact the City Sec retary's Office, at leas t three (3) days prior to the sc hed uled meeting d ate, at (512) 930-3652 o r City Hall at 113 Eas t 8th Street fo r add itional info rmation; TTY us ers ro ute through Relay Texas at 711. Regular Session (This Regular S es s io n may, at any time, b e rec es s ed to convene an Exec utive S es s io n fo r any p urpose authorized b y the Op en Meetings Act, Texas Go vernment Co d e 551.) A Call to Ord er B Ro ll Call C Up d ate from the F riends o f Georgetown P arks and Rec reation D Up d ate on the Parkland Dedic ation proc es s and s ched ule. E Pro ject Update: Garey P ark, S an Gab riel Park, Founders Park, Columbarium Legislativ e Regular Agenda F Co nsideration and possible actio n to approve the p arkland dedic ation fo r Highland Village. G Co nsideration and possible actio n to approve the p arkland dedic ation fo r S o mers et Hills. H Co nsideration and possible actio n to reco mmend ap p ro val o f a contrac t with C o nvergint Tec hno lo gies of Austin, TX in the amount of $152,116.72 fo r fire s uppression sys tems at Garey P ark. I Co nsideration and possible actio n to approve a change order fo r additional wo rk to Prime Cons truction, LLC. fo r ad d itional grad ing wo rk and dec eleration lane at Garey Park in the amo unt o f $125,663.66. J Co nsideration and possible actio n to approve minutes from the Sep temb er 14, 2017 meeting Adjournment Ad jo urn CERTIFICATE OF POSTING I, Shelley No wling, C ity S ecretary fo r the C ity of Geo rgeto wn, Texas , d o hereby c ertify that this Notice of Meeting was p o s ted at City Hall, 113 E. 8th Street, a p lace read ily acc es s ible to the general p ublic at all times , on the ______ d ay o f __________________, 2017, at __________, and remained so p o s ted fo r at leas t 72 c o ntinuo us ho urs p receding the sc heduled time o f s aid meeting. ____________________________________ Page 1 of 46 S helley No wling, City Sec retary Page 2 of 46 City of Georgetown, Texas Parks and Rec Advisory Board October 12, 2017 SUBJECT: Update from the Friend s of Geo rgeto wn Parks and R ecreatio n ITEM SUMMARY: FINANCIAL IMPACT: N/A SUBMITTED BY: Kimberly Garrett, Parks and Recreatio n Direc to r Page 3 of 46 City of Georgetown, Texas Parks and Rec Advisory Board October 12, 2017 SUBJECT: Update on the P arkland Ded icatio n p ro cess and s c hedule. ITEM SUMMARY: FINANCIAL IMPACT: NA SUBMITTED BY: Kimberly Garrett, Parks and Recreatio n Direc to r Page 4 of 46 City of Georgetown, Texas Parks and Rec Advisory Board October 12, 2017 SUBJECT: Projec t Update: Garey Park, San Gabriel Park, F o und ers P ark, Co lumbarium ITEM SUMMARY: Projec t update attac hed . FINANCIAL IMPACT: NA SUBMITTED BY: Kimberly Garrett, Parks and Recreatio n Direc to r ATTACHMENTS: Description Type Project Update Report Backup Material Page 5 of 46 Parks and Recreation Capital Improvement Projects –October 2017 Garey Park –Prime Construction continues remodel work in Garey House. Planning and design continues for water, electrical, security and fire protection for the house. Awaiting Fire Marshals review and acceptance of fire plans. Interior concrete flooring repairs and ramping are complete. Unforeseen issues with the house remodel have resulted in additional costs with the fire suppression system being the largest. Fire suppression, purchase of flooring and door hardware have been removed from Prime Constructions contract to accommodate purchasing limits. Change orders will be brought to the board for approval in October. Exterior flat work and ramping has been completed and stone work continues. Event space 5 outdoor event area has been poured and the privacy wall constructed. Electrical and fiber conduits have been completed. Water line installation is complete. All pavilion pads and building foundations have been prepped and are ready for concrete. All pavilion work in the Play Ranch area is 95% complete. Deceleration lane planning has been completed along with all onsite sewer facilities. Pedestrian and equestrian trail construction continues. Major roads in the park have been paved with the first course of asphalt and some revegetation has started. Pavilion Framework Main entry road at guard house San Gabriel Park –The San Gabriel Park Master Plan was completed in June 2015. The Master Plan suggests phasing the project for several reasons; funding, spring restoration and keeping some of the park open at all times. Phase 1 and 2 schematics were completed, with the funding for Phase 1 design and construction drawings approved. A Ground Breaking Ceremony was held March 24th. Pavilion Page 6 of 46 structure frame work have been raised. Pavilion roofs are being installed. 100% of walkways have been poured. Base material for parking along Morrow Street has been installed. The roadway will be milled and overlayed in the next month. Lower Park Road parking lots have been paved. All drainage structures have been installed and the drainage ditch has been cut. Playground installation has started as well as spring restoration. Pavilion Construction Additional Drainage on Morrow Street Founders Park –The renovations for Founders Park are part of a larger sidewalk project the City is undertaking. Additional work will be completed at Grace Heritage for ADA compliance as part of a larger renovation project. Park construction began the week of September 25th. The park construction should be complete by the end of October. Staff has ordered all site furnishings and will be installed by park crews. Page 7 of 46 Columbarium – A Columbarium is planned to be constructed at IOOF Cemetery. This would allow residents an alternative option to traditional burial. Conceptual design is complete and construction documents are under way for bidding in October/November. Parks staff to review drawing the week of October 2nd. Pavilion Renovation at Chautauqua Park, San Jose Park and Katy Crossing are under contract and will be started the week of October 2nd. Contractors have been busy with repairs due to Hurricane Harvey. Page 8 of 46 City of Georgetown, Texas Parks and Rec Advisory Board October 12, 2017 SUBJECT: Cons id eration and p o s s ib le ac tion to approve the parkland d ed icatio n fo r Highland Village. ITEM SUMMARY: Highland Village is a p ro p o s ed develo p ment that will b e in wes tern Georgeto wn near Ro nald Reagan and Williams Dive. T heir d evelopment will b e guid ed by a Planned Unit Development (PUD) Develo p ment Plan. Planned unit develo p ments are hous ing d evelopments that are no t s ub jec t to the s tand ard zoning req uirements, b ut ins tead work with the lo cal go vernment to develo p c riteria that will determine common areas , p rivate areas and build ing guidelines . The p ro p o s ed p ro ject is 120.53 ac res and is planned as a mixed use d evelo p ment with a variety o f res id ential typ es , c ommerc ial and offic e us es and p res erved o p en s p ace of whic h 75 acres is proposed res id ential. Single family res id ential is p ro pos ed to b e 200-300 units d ep end ing on the typ e of hous ing b uilt. Highland Village is p ro p o s ing to dedic ate a minimum of three (3) ac res o f pub lic p arkland for the s ingle family d etac hed units. Within the d edic ated p arkland , the following amenities will be inc luded b ut not limited to: Playground, P icnic p avilion, trails , and an o p en p lay area. Internal trails as illustrated o n Exhibit D will b e provid ed within the c o mmunity greenb elt and p ark. Internal trails s hall b e a minimum of 6 feet in width and will be cons tructed of conc rete. Details for the park amenities will be worked out with the Parks and Rec reation Directo r when the s ubd ivis ion is b eing develo p ed . In ad d ition to the park improvements the d evelo p er will provid e a d ed icated 20 foot wid e open spac e lot, lo cated along the s o uth s id e of Ronald Reagan Bo ulevard . An 8 fo o t wide, c onc rete hike and b ike trail will b e c o nstruc ted within the 20 fo o t o p en s p ace lot. This will help c o nnect ped es trians to retail/c o mmercial lo cated along R o nald Reagan. Parkland improvements for d evelopment within MF-1, MF-2 and TH will p ay p ark land fees in lieu and /or p ro vide commo n area improvements , which will b e defined with the individual projec t as it oc curs during the site plan p ro c es s . The d eveloper propos es that the pub lic p ark be maintained b y the Ho meowners As s o ciatio n. FINANCIAL IMPACT: None SUBMITTED BY: Kimberly Garrett, Parks and Recreatio n Direc to r ATTACHMENTS: Description Type Park exhibits Backup Material Page 9 of 46 905 91 0 910 900 910 915 905 900 910 905 895 900 905 890 895 900 900 895 885 89 0 885 885 885 890 895 890 92 0 92 5 930 935 92 5 93 0 935 920 915 905 910 91 5 900 905 905 910 915 920 925 930 940 910 915 920 925 930 935 940 945 950 920 925 930 935 940 945 950 955 91 5 910 905 915 920 925 920 91 0 91 5 92 0 91 0 91 5 92 0 925 925 930 935 940 945 950 955 960 93 5 94 0 945 950 955 930 925 92 5 93 0 935 940 920 91 5 915 945 94 5 95 0 920 920 920 925 930 940 935 940 935 93 0 93 5 94 0 93 5 94 0 935 935 940 945 930 935 940 945 935 940 930 925 935 940 94 5 935 930 885 885 890 895 900 905 895 900 905 890 910 895 900 905 910 90 0 90 5 910 915 900 93 5 94 0 94 5 950 935 940 94 5 93 5 94 0 930 925 92 5 925 950 955 960 965 970 975 945 95 5 96 0 96 5 97 0 95 0 9 5 5 96 0 96 5 97 0 97 5 98 0 985 965 970 975 980 985 96 5 97 0 97 5 980 96 0 CR 2 4 5 CR 2 4 5 F. M . 2 3 3 8 / W I L L I A M S D R I V E JEN N I N G S B R A N C H RONA L D R E A G A N B L V D . F. M . 2 3 3 8 / W I L L I A M S D R I V E JEN N I N G S B R A N C H RONA L D R E A G A N B L V D . * Open space includes landscape area, greenbelts, easements and buffers Notes: Open Space*7.1 AC. Trailhead Public Park 3.0 AC. 8' Concrete Trails 3,030 L.F. 6' Concrete Trails 2,175 L.F. PARK AND OPEN SPACE SUMMARY SHEET FILE: T:\150128-AMSO\Cadfiles\PLANNING\Submittals\PUD Zoning Submittal 2017\2017-5-3 Zoning Submittal Documents\Exhibits\Exhibit D.dwg GEORGETOWN, TEXAS HIGHLAND VILLAGE EXHIBIT D Date: August 28, 2017 Scale: 1" = 600' North Base mapping compiled from best available information. All map data should be considered as preliminary, in need of verification, and subject to change.This land plan is conceptual in nature and does not represent any regulatory approval.Plan is subject to change. SEC Planning, LLC t 512.246.7003 www.secplanning.com info@secplanning.com Land Planning Landscape Architecture Community Branding AUSTIN, TEXAS 9006000300 ++ + Page 10 of 46 City of Georgetown, Texas Parks and Rec Advisory Board October 12, 2017 SUBJECT: Cons id eration and p o s s ib le ac tion to approve the parkland d ed icatio n fo r Somers et Hills . ITEM SUMMARY: Somerset Hills is a p ro p o s ed develo p ment that will b e in wes tern Georgetown near Ro nald Regan and Williams Drive. T heir d evelopment will b e guid ed by a Planned Unit Development (PUD) Develo p ment Plan. Planned unit d evelopments are ho using develo p ments that are not subjec t to the standard zo ning req uirements, b ut ins tead work with the lo cal go vernment to develo p c riteria that will determine common areas , p rivate areas and build ing guidelines . The p ro p o s ed p ro ject has a res id ential unit c ap o f 830 units , the S ingle Family R es id ential district within the PUD is required to d ed icate 16.6 acres o f public parkland. As illustrated on Exhib it C, Land Use Plan, a 35.8 ac re Regio nal Park tract is p ro p o s ed to b e dedic ated to the City. Sinc e this land is lo cated in the 100 year flo o d plain and not adjac ent to one of the fo rks o f the San Gabriel River o nly 50% credit c an b e given fo r the req uired 16.6 acres. T he Regio nal Park s hall meet 8.3 acres o f the parkland d ed icatio n req uirement. The remaining 8.3 ac res of p arkland req uired s hould be id entified d uring the platting p ro cess fo r Single Family R es id ential tracts and meet the c urrent d es ign guidelines fo r parkland. T he remaining 8.3 acres s hall b e d elineated in parc els of at leas t one (1) ac re in size with three (3) ac re p arcels p referred . The d ed icated parkland within each phas e of a preliminary plat may meet or exc eed the parkland req uirement fo r the s ubjec t trac t and be credited to wards future phas es . All facilities c ons tructed by the d eveloper on the p arkland shall be o p en to the p ublic . All d eveloper installed fac ilities as well as pub lic d ed icated o p en s p ace areas shall be maintained by a HOA (inc luding landsc ap e maintenance) to the same o r better s tandards as the City’s s tandards fo r s imilar imp ro vements and areas . The ap p ro val of all pub lic p arkland dedic atio ns and imp ro vements o n p ublic p arkland shall be coordinated with the City Direc tor o f P arks and Rec reatio n. For any multifamily d eveloped in Somerset Hills - P lanned Unit Development, fee payment in-lieu o f p arkland dedic atio n s hall b e us ed to meet parkland dedic ation requirements . FINANCIAL IMPACT: None SUBMITTED BY: Kimberly Garrett, Parks and Recreatio n Direc to r ATTACHMENTS: Description Type Park exhibit Backup Material Page 11 of 46 Page 12 of 46 City of Georgetown, Texas Parks and Rec Advisory Board October 12, 2017 SUBJECT: Cons id eration and p o s s ib le ac tion to rec o mmend approval of a c o ntract with Convergint Technologies of Aus tin, TX in the amo unt o f $152,116.72 for fire s up p res s io n s ystems at G arey Park. ITEM SUMMARY: Remodeling the Garey hous e has presented many challenges . Changing a res idential p ro p erty to commerc ial us e req uires mo d ificatio ns to the s truc ture to meet b uilding, fire and ADA c o d es . Minimal acc es s to the property d uring the design p roc es s limited the d es ign team to d evelop a c o mp lete s cope, inc luding the fire s up p res s io n s ystem. Prime C o ns truc tion wo rked with the Fire Mars hal’s o ffice to d evelop a des ign to meet c urrent codes and the s ys tem was much more extens ive than o riginally p lanned. This p art o f the projec t has b een remo ved from the original contrac t and will be c ompleted by the City in cooperatio n with P rime Co nstruc tion and Convergint Technologies . Convergint Tec hno lo gies will p ro vide fire suppres s ion sys tems fo r Garey Park includ ing vo ice-evacuation fire alarm s ystem, outdoor s p eakers and s tro b es , p ull s tatio n b o xes at each exit, s mo ke d etec tors and labor and installatio n o f full s prinkler s ystem both ins id e and outside o f the hous e. Convergint c urrently manages and maintains the s ecurity and fire s ystems fo r c ity fac ilities. P ricing is based on c o o p erative pric ing whic h has b een comp etitively bid. FINANCIAL IMPACT: Funds are available in acc o unt 120-9-0280-90-046 from p revious ly is s ued general o b ligatio n b o nds as s o ciated with the 2008 voter approved park b o nd. Co nsidering all exis ting and proposed change orders ap p ro ximately $530,000.00 remains in c o ntingenc ies . SUBMITTED BY: Eric Nuner, As s is tant Parks and Recreatio n Direc to r ATTACHMENTS: Description Type Garey Park Fire Suppres s ion Backup Material Page 13 of 46 Page 14 of 46 Page 15 of 46 Page 16 of 46 Page 17 of 46 Page 18 of 46 Page 19 of 46 Page 20 of 46 Page 21 of 46 Page 22 of 46 Page 23 of 46 Ri cha r d Wr i ght Page 24 of 46 Throughout this Installation Proposal, the term, “Convergint” refers to the Convergint Technologies’ affiliate operating in the state/province in which the work is being performed, specifically, “Convergint Technologies LLC” or “Convergint Technologies LTD”. SECTION 1. THE WORK This Installation Proposal takes precedence over and supersedes any and all prior proposals, correspondence, and oral agreements or representations relating to the work set forth in the attached scope of work (“Work”). This Installation Proposal commences on the Start Date as specified in the attached scope of work, and represents the entire agreement between Convergint and Customer (the “Agreement”) and it may only be amended by a written document signed by both Convergint and Customer. In the event any provision of this Agreement is held to be invalid or unenforceable, the remaining provisions of this Agreement shall remain in full force. Convergint agrees in accordance with the mutually agreed project schedule: a. To submit shop drawings, product data, samples and similar submittals if required in performing the Work; b. To pay for all labor, materials, equipment, tools, supervision, programming, testing, startup and documentation required to perform the Work in accordance with the Agreement; c. Secure and pay for permits and governmental fees, licenses and inspections necessary for proper execution and completion of the Work; and d. Hire subcontractors and order material to perform part of the Work, if necessary, while remaining responsible for the completion of the Work. Customer agrees in accordance with the mutually agreed project schedule, and at no cost to Convergint: a. To promptly approve submittals provided by Convergint; b. To provide access to all areas of the facility which are necessary to complete the Work; c. To supply suitable electrical service as required by Convergint; and d. That in the event of any emergency or systems failure, reasonable safety precautions will be taken by Customer to protect life and property during the period of time from when Convergint is first notified of the emergency or failure and until such time that Convergint notifies the Customer that the systems are operational or that the emergency has cleared. SECTION 2. PRICING Pricing and amounts proposed shall remain valid for 30 days unless otherwise specified. Price includes only the material listed based on Convergint’s interpretation of plans and specifications unless noted otherwise. Additional equipment, unless negotiated prior to order placement, will be billed accordingly. Sales taxes, (and in Canada GST/PST) and any other taxes assessed on Customer shall be added to the price upon invoice to Customer. SECTION 3. INVOICE REMITTANCE AND PAYMENT Customer agrees to pay Convergint fifteen (15%) percent of the total price as a mobilization fee at the time of executing this Agreement. If the Work is performed over more than a month, Convergint will invoice Customer each month for the Work performed during the previous month. Customer agrees to pay the amount due to Convergint as invoiced, within thirty (30) days of the date of such invoice. If the Work is completed in less than one month, Customer agrees to pay Convergint in full after the Work has been performed within thirty (30) days of the date of being invoiced. Invoices shall not include or be subject to a project retention percentage. If Customer is overdue in any payment to Convergint, Convergint shall be entitled to suspend the Work until paid, and charge Customer an interest rate 1 and 1/2% percent per month, (or the maximum rate permitted by law), and may avail itself of any other legal or equitable remedy. Customer shall reimburse Convergint costs incurred in collecting any amounts that become overdue, including attorney fees, court costs and any other reasonable expenditure. SECTION 4. WARRANTY Convergint provides the following warranty to the Customer: For the period of one (1) year, commencing at the earlier of substantial completion of the Work, or first beneficial use, (“Warranty Period”): a. That Work performed under this Agreement will be of good quality; b. That all equipment will be new unless otherwise required or permitted by this Agreement; c. That the Work will be free from defects not inherent in the quality required or permitted; and d. That the Work will conform to the requirements of this Agreement. The Customer’s sole remedy for any breach of this warranty is that Convergint shall remove, replace and/or repair at its own expense any defective or improper Work, discovered within the Warranty Period, provided Convergint is notified in writing of any defect within the Warranty Period. Any equipment or products installed by Convergint in the course of performing the Work hereunder shall only carry such warranty as is provided by the manufacturer thereof, which Convergint hereby assigns to Customer without recourse to Convergint. Upon request of Customer, Convergint will use all reasonable efforts to assist Customer in enforcing any such third party warranties. This warranty excludes remedy for damage or defect caused by abuse, modifications not executed by Convergint, improper or insufficient maintenance, improper operation, or normal wear and tear under normal usage. NO FURTHER WARRANTIES OR GUARANTIES, EXPRESS OR IMPLIED, ARE MADE WITH RESPECT TO ANY GOODS OR SERVICES PROVIDED UNDER THIS AGREEMENT, AND ANY IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE ARE EXPRESSLY DISCLAIMED. SECTION 5. CHANGES Without invalidating this Agreement or any bond given hereunder, Customer or Convergint may request changes in the Work. Any changes to the Work and any adjustment to the Agreement Price or the time for completion of the Work shall be in writing signed by both Customer and Convergint. If Customer orders any additional work or causes any material interference with Convergint’s performance of the Work, Convergint shall be entitled to an equitable adjustment in the time for performance and in the Agreement Price, including a reasonable allowance for overhead and profit. SECTION 6. FORCE MAJEURE Neither Customer nor Convergint shall be responsible or liable for, shall incur expense for, or be deemed to be in breach of this Agreement because of any delay in the performance of their respective obligations pursuant to this Agreement due solely to circumstances beyond their reasonable control (“Force Majeure”) and without the fault or negligence of the party experiencing such delay, provided that the party experiencing the delay shall promptly give written notification to the other party within five (5) days after such party has learned of the Force Majeure. A Force Majeure event shall include, but not be limited to: accident, fire, storm, water, flooding, negligence, vandalism, power failure, installation of incompatible equipment, improper operating procedures, source current fluctuations or lighting. If performance by either party is delayed due to Force Majeure, the time for that performance shall be extended for a period of time reasonably necessary to overcome the effect of the delay. Any Services required by Convergint due to reasons set forth in this Force Majeure Section shall be charged to Customer in addition to any amounts due under this Agreement. SECTION 7. INSURANCE Convergint shall have the following insurance coverage during the term of this Agreement, and shall provide certificates of insurance to the Customer prior to beginning work hereunder: Worker’s Compensation Statutory Limits Employer’s Liability $1,000,000 per occurrence /aggregate Commercial General Liability $1,000,000 per occurrence/aggregate $2,000,000 general aggregate Automobile Liability $1,000,000 per occurrence/aggregate Excess/Umbrella Liability $4,000,000 per occurrence/aggregate All insurance policies carried by Convergint hereunder shall be primary to and noncontributory with the insurance afforded to Customer, and shall name the Customer as “additional insured”, with respect to liability arising out of work performed by Convergint, as applicable, but only to the extent of liabilities falling within the indemnity obligations of Convergint, pursuant to the terms of this Agreement. Convergint shall provide to the Customer no less than thirty (30) days notice prior to the termination or cancellation of any such insurance policy. SECTION 8. INDEMNIFICATION Convergint shall indemnify and hold Customer harmless from and against claims, damages, losses and expenses, (including, but not limited to, reasonable attorney’s fees), attributable to bodily injury, sickness, disease or death, or to destruction of tangible property, but only to the extent caused by: a) the negligent or willful acts or omissions of Convergint or Convergint’s employees or subcontractors while on Customer’s site, or b) the malfunction of the equipment supplied by Convergint, or c) Convergint’s breach of this Agreement. IN NO EVENT SHALL EITHER CONVERGINT OR CUSTOMER BE LIABLE TO THE OTHER PARTY HERETO FOR SPECIAL, INDIRECT, INCIDENTAL OR CONSEQUENTIAL DAMAGES, INCLUDING COMMERCIAL LOSS, LOSS OF USE OR LOST PROFITS, EVEN IF THAT PARTY HAS BEEN ADVISED OF THE POSSIBILTY OF SUCH DAMAGES. IN NO EVENT WILL CONVERGINT BE LIABLE TO CUSTOMER FOR ANY AMOUNTS IN EXCESS OF THE AMOUNTS PAID BY CUSTOMER TO CONVERGINT. It is understood and agreed by the parties hereto that Convergint is or may be providing monitoring and or intrusion products which are designed to provide notification of certain events but are not intended to be guarantees or insurers against any acts for which they are supposed to monitor or inform. As required by the monitoring and intrusion industry and the manufacturers thereof, Convergint’s indemnification obligation pursuant to Section 8 herein, does not apply to the extent the loss indemnified against is caused by any monitoring or intrusion product or software provided by but not manufactured by Convergint. Convergint shall have no liability to Customer for any losses to the extent such losses are caused by the monitoring or intrusion product or software. Customer shall indemnify, defend, and hold harmless Convergint, from and against all claims, lawsuits, damages, losses and expenses by persons not a party to this Agreement, but only to the extent caused by such monitoring or intrusion product or software provided by but not manufactured by Convergint. SECTION 9. COMPLIANCE WITH LAW, EEO & SAFETY This Agreement shall be governed and construed in accordance with the laws of the state/province in which the Work is being performed. Convergint agrees to comply with all laws and regulations relating to or governing the Work. Convergint agrees to comply with all reporting requirements imposed by law or this Agreement. Convergint shall comply with all safety related laws and regulations and with the safety program of the Customer, provided such program is supplied to Convergint prior to beginning work. In the event that Convergint discovers or suspects the presence of hazardous materials, or unsafe working conditions at Customer’s facility where the Work is to be performed, Convergint is entitled to stop the Work at that facility if such hazardous materials, or unsafe working conditions were not provided by or caused by Convergint. Convergint in its sole discretion shall determine when it is “saf e” to return to perform the Work at Customer’s facility. Convergint shall have no responsibility for the discovery, presence, handling, removing or disposal of or exposure of persons to hazardous materials in any form at the Customer’s facility. Customer shall indemnify and hold harmless Convergint from and against claims, damages, losses and expenses, including but not limited to, reasonable attorney’s fees, arising out of or resulting from undisclosed hazardous materials, or unsafe working conditions at Customer’s facility. SECTION 10. DISPUTES In the event of any dispute between Convergint and Customer, Convergint and Customer shall first attempt to resolve the dispute in the field, but if that is not successful, then in a meeting between authorized officers of each company. If settlement attempts are not successful, then the dispute shall be subject to and decided by mediation or arbitration. Such mediation or arbitration shall be conducted in accordance with the Construction Industry Mediation or Arbitration Rules of the American Arbitration Association currently in effect and shall be a final binding resolution of the issues presented between the parties. SECTION 11. MISCELLANEOUS Neither party to this Agreement shall assign this Agreement without the prior written consent of the other party hereto. Convergint may assign this Agreement to any of its parents, subsidiary or affiliated companies or any entity majority owned by Convergint. Notices shall be in writing and addressed to the other party, in accordance with the names and addresses of the parties as shown above. All notices shall be effective upon receipt by the party to whom the notice was sent. A waiver of the terms hereunder by one party to the other party shall not be effective unless in writing and signed by a person with authority to commit the Customer or Convergint and delivered to the non- waiving party according to the notice provision herein. No waiver by Customer or Convergint shall operate as a continuous waiver, unless the written waiver specifically states that it is a continuous waiver of the terms stated in that waiver. The Sections regarding invoicing, warranty and indemnity shall survive the termination of this Agreement. Page 25 of 46 City of Georgetown, Texas Parks and Rec Advisory Board October 12, 2017 SUBJECT: Cons id eration and p o s s ib le ac tion to approve a c hange o rd er for ad d itional work to P rime Co nstruc tion, LLC. for ad ditio nal grading work and dec eleratio n lane at Garey Park in the amount of $125,663.66. ITEM SUMMARY: Bid s were opened o n Octo b er 12, 2016 fo r the c o ns truc tion of Garey Park b ut were well outside the available funding to the projec t and were s ub s eq uently rejec ted at the No vemb er 8, 2016 Co uncil meeting. Since that time, b id s for renovations to the Garey Ho use and red uc ed park c ons tructio n were completed. Through the re-engineering proc es s , changes were mad e to the d es ign to meet b udget. The items that were remo ved fro m the c o ntract required additional grad ing wo rk that was not inc luded in the original b id p ackage. Thos e areas are reflected in the change p ro p o s al. Grad ing around the active recreatio n area and eq uine fac ility were needed to p ro vide mo re gradual and us ab le spac e around the areas . Additio nally, a westb o und dec eleratio n lane at the entry to the parks was reques ted. This ad d ition was no t in the original p ro ject sc o pe o r des ign. T he d eceleratio n lane is $76,987.88 with the grading and c red its eq ualing $48,675.78 fo r a total c hange o rd er of $125,663.66. FINANCIAL IMPACT: Funds fo r this projec t are bud geted from p revio us ly is sued General Obligatio n Bo nds as s o ciated with the 2008 vo ter approved park bond , GL# 120-9-0280-90-046. Cons id ering all exis ting and p ro p o s ed c hange o rd ers approximately $530,000.00 remains in c o ntingenc ies . SUBMITTED BY: Eric Nuner, As s is tant Parks and Recreatio n Direc to r ATTACHMENTS: Description Type General Contract Change Order Cover Memo Page 26 of 46 EJCDC C-941 Change Order Prepared by the Engineers Joint Contract Documents Committee and endorsed by the Construction Specifications Institute. Page 1 of 1 Change Order No. 03 Date of Issuance: 10/05/17 Effective Date: Project: Garey Park Phase 1 Improvements Owner: City of Georgetown Owner's Contract No.: 17-0014-CIP Bid No.: 201714 Date of Contract: 03/28/17 Contractor: Ritter-Botkin Prime Construction Company Inc. Engineer's Project No.: 31001 The Contract Documents are modified as follows upon execution of this Change Order: Description: See attached Change Proposal No. 03_R2 dated 09/25/17 Attachments (list documents supporting change): See attached Change Proposal No. 03_R2 dated 09/25/17 CHANGE IN CONTRACT PRICE: CHANGE IN CONTRACT TIMES: Original Contract Price: Original Contract Times: Working days Calendar days Substantial completion (days or date): $10,062,811.77 Ready for final payment (days or date): [Increase] [Decrease] from previously approved Change Orders No. 01 to No. 02: [Increase] [Decrease] from previously approved Change Orders No. 01 to No. 02: Substantial completion (days): 0 $21,208.23 Ready for final payment (days): 0 Contract Price prior to this Change Order: Contract Times prior to this Change Order: Substantial completion (days or date): 335 $10,084,020.00 Ready for final payment (days or date): 365 [Increase] [Decrease] of this Change Order: [Increase ] [Decrease] of this Change Order: Substantial completion (days or date): 45 $125,663.66 Ready for final payment (days or date): 30 Contract Price incorporating this Change Order: Contract Times with all approved Change Orders: Substantial completion (days or date): 380 $10,209,683.66 Ready for final payment (days or date): 410 RECOMMENDED: ACCEPTED: ACCEPTED: By: Halff Associates - Austin By: By: Design Consultant (Authorized Signature) Owner (Authorized Signature) Contractor (Authorized Signature) Date: 10/25/17 Date: Date: Approved by Funding Agency (if applicable): N/A ___________________________________________________________ Date: 10/25/2017 Page 27 of 46 1 Binkowski, Brian From:Drew Botkin <drew@pcciusa.com> Sent:Monday, September 25, 2017 11:26 AM To:Binkowski, Brian Cc:Dave Melaas; tanner.griffin@freese.com; Chris Sharp Subject:Garey Park Phase 1 - COR No. 3 Attachments:31001_GP_CP03_R3(2017-09-20) - PCCI.pdf Brian, Attached is Change Order Request No. 3. We also need to point out that some of the unit prices noted on the COR differ from the original contract units due to the nature of the work. Being a smaller work zone and adjacent to existing roadways, different equipment and personnel are required. The original contract units are priced more for bulk earthwork. Whereas the turn lane requires a more refined touch to ensure public safety, mobility in a confined area, and demo of existing features, specifically the asphalt, on an active roadway. This will not be a quick “blow and go” operation as was available with the onsite bulk excavation and asphalt. Please feel free to contact me with any questions you may have. Best Regards, Drew Botkin, LEED® AP Vice President Prime Construction Company, Inc. (512) 244‐7799 (512) 990‐9886 fax Drew@pcciusa.com Page 28 of 46 9500 Amberglen Blvd., Bldg.F, Ste 125 Austin, Texas 78729 P: (512) 777-4600 F: (512) 252-3141 Garey Park Change Proposal No. 03_R2 Page 1 of 1 Change Proposal No. 03_R2 Date of Issuance: Thursday, September 14, 2017 Revised Schedule: Wednesday, September 20, 2017 Project: Garey Park Phase 1 Improvements Owner: City of Georgetown Contractor: Prime Construction Consultant: Halff Associates Please submit the attached itemized proposal form for changes in the Contract Sum, support documentation and indicate any changes in Contract Time for proposed modifications to the Contract Documents described therein. Submit proposal within seven (7) working days of date indicated on this Change Proposal. THIS IS NOT A CHANGE ORDER, CONSTRUCTION FIELD DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED IN THE PROPOSED MODIFICATIONS. Description: 1)Addition of Deceleration Lane on Westbound FM2243/Leander Road. 2)Addition of reconciled earthwork quantities for Dog Ranch, Equine Facility and Garey House areas. 3)Credit for On-site Utility Spoils Disposal. 4)Credit for OSSF utilizing force main in-lieu of gravity line. Attachments: •Change Proposal No. 03 – Schedule •Exhibits A and B earthwork areas. •Exhibit C spoils site. •WB_DECEL_LANE_31001A-SEALDED plans Issued by: 9-14-17 Brian Binkowski, PLA/SPM Date Submitted by: Prime Construction Co. Inc. Date 9/25/2017 Page 29 of 46 Date Issued: Wednesday, September 20, 2017 Project: Garey Park Phase 1 Improvements Owner:City of Georgetown Contractor:Prime Construction Company Inc. Consultant:Halff Associates CHANGE PROPOSAL NO. 03_R2 - SCHEDULE ITEM BID ITEM NO. NO.DESCRIPTION/COMPLETE IN PLACE QTY. UNITS UNIT PRICE SUBTOTAL PRICE CP3.1 Add: Barricades, Signs, and Traffic Handling for West Bound Deceleration Lane 1LS $ $ CP3.2 100.67 Add: Roadway Site Preparation for West Bound Deceleration Lane 4.5 STA 800.84$ 3,603.78$ CP3.3 100.00 Add: Silt Fence for West Bound Deceleration Lane 457 LF 2.10$ 959.70$ CP3.4 100.01 Add: Rock Berm for West Bound Deceleration Lane 11 LF 25.97$ 285.67$ CP3.5 100.03 Add: Tree Protection for West Bound Deceleration Lane 14 EA 82.88$ 1,160.32$ CP3.6 100.69 Add: 3.5" TY D HMAC for West Bound Deceleration Lane 563 SY $$ CP3.7 100.70 Add: Excavation for West Bound Deceleration Lane 216 CY $$ CP3.8 100.71 Add: Embankment and Subgrade for West Bound Deceleration Lane 157 CY 13.72$ 2,154.04$ CP3.9 100.73 Add: 10" TY A GR 1 Flex Base for West Bound Deceleration Lane 616 SY $$ CP3.10 100.80 Add: Small Sign Assembly (Standard Base) for West Bound Deceleration Lane 2 EA 386.75$ 773.50$ CP3.11 100.82 Add: Refl Pav Mark Ty II (W) 8" SLD for West Bound Deceleration Lane 310 LF 2.98$ 923.80$ CP3.12 Add: Refl Pav Mark Ty II (W) 4" SLD for West Bound Deceleration Lane 400 LF $ $ CP3.13 100.84 Add: Refl Pav Mark Ty II (W) Arrow for West Bound Deceleration Lane 2 EA 221.00$ 442.00$ CP3.14 100.85 Add: Refl Pav Mark Ty II (W) Word for West Bound Deceleration Lane 2 EA 303.88$ 607.76$ CP3.15 300.00 Add: Hydromulch (Native Trail Mix per spec., includes temp. watering)336 SY 1.40$ 470.40$ CP3.16 Add: Demolition (saw cut existing asphalt and remove) $ $ CP3.17 Add: Survey/Layout $$ CP3.18 Add: Mobilization $$ CP3.19 Add: Backfill/Cleanup (shoulder up to grade) $$ CP3.20 100.90 Add: Area A1 (Dog Ranch) Site Preparation, ref. Exhibit A 1,187 SY 1.94$ 2,302.78$ CP3.21 100.91 Add: Area A1 (Dog Ranch) Excavation, ref. Exhibit A 6 CY 23.48$ 140.88$ CP3.22 100.92 Add: Area A1 (Dog Ranch) Embankment/Subgrade, ref. Exhibit A 130 CY 79.24$ 10,301.20$ CP3.23 101.08 Add: Area B1 (EquineFacility) Site Preparation, ref. Exhibit A 7,457 SY 2.02$ 15,063.14$ CP3.24 101.09 Add: Area B1 (Equine Facility) Excavation, ref. Exhibit A 938 CY 23.90$ 22,418.20$ CP3.25 101.10 Add: Area B1 (Equine Facility) Embankment/Subgrade, ref. Exhibit A 499 CY 71.45$ 35,653.55$ CP3.26 101.09 Add: Area D1 (Garey House) Excavation, ref. Exhibit B 53 CY 18.51$ 981.03$ CP3.27 101.10 Add: Area D1 (Garey House) Embankment/Subgrade, ref. Exhibit B 34 CY 41.79$ 1,420.86$ CP3.28 101.20 Add: Area D3 (Garey House) Excavation, ref, Exhibit B 614 CY 18.51$ 11,365.14$ CP3.29 Add: Berm (west side of Road B approx. stat. area 14+00 to 17+00)1LS $ $ CP3.30 Credit for On-site Utility Spoils Disposal, ref. Exhbit C 1 LS $ $ CP3.31 100.63 100.64 Credit for OSSF utilitzing force main in-lieu of gravity line.1LS $ $ West Bound Deceleration Lane Miscellaneous Site Work NET CHANGE IN CONTRACT PRICE NET CHANGE IN CONTRACT TIME Prime Construction Company Inc.Date 6,500.00 6,500.00 31.85 17,931.55 45.18 9,758.88 16.78 10,336.48 2.79 1,116.00 1 LS 3,176.00 3,176.00 1 1 1 LS LS LS 1,964.00 1,964.00 7,676.00 7,676.00 7,148.00 7,148.00 0.00 0.00 0.00 0.00 (50,971.00)(50,971.00) 125,663.66 45 days 9/25/2017 Page 30 of 46 X GA T E GRAV E L D R I V E GR A V E L D R I V E GRAVEL D R I V E 19TP T 8 0 D 97 2 . 0 3 20TP T 8 0 D 98 2 . 4 5 17TP T 8 0 D 96 2 . 8 7 21TP T 8 0 D 98 5 . 9 3 32 1 IR C B A S E L I N E 97 4 . 5 5 32 2 NF M A G I N C O N C 98 3 . 2 9 79 9 4 79 9 5 80 1 5 80 1 6 80 1 7 80 1 9 80 2 0 80 2 1 80 2 2 80 2 3 80 2 4 80 2 5 80 2 6 80 2 7 80 2 8 80 2 9 80 3 0 80 3 1 80 3 2 80 3 3 80 3 4 80 3 5 80 3 6 80 3 7 80 3 8 80 3 9 80 4 0 80 4 1 80 4 2 80 4 3 80 4 4 80 4 5 80 4 6 80 4 7 80 4 8 80 4 9 80 5 0 80 5 1 80 5 2 80 5 3 80 5 4 80 5 5 80 5 6 80 6 6 80 6 7 80 6 8 80 6 9 80 7 0 80 7 2 80 7 3 80 7 4 80 7 5 80 7 6 80 7 7 80 7 8 80 7 9 80 8 0 80 8 1 80 8 2 80 8 3 80 8 4 80 8 5 80 8 6 80 8 7 80 8 8 80 8 9 80 9 0 80 9 1 80 9 2 80 9 3 80 9 4 80 9 5 80 9 6 80 9 7 80 9 8 80 9 9 81 0 0 81 0 1 81 0 2 81 0 3 81 0 4 81 0 5 81 0 6 81 0 7 81 0 8 81 0 9 81 1 0 81 1 1 81 1 2 81 1 3 81 1 4 81 1 5 81 1 6 81 1 7 81 1 8 81 1 9 81 2 0 81 2 1 81 2 2 81 2 3 82 0 1 82 0 2 82 0 3 82 0 4 82 0 5 82 0 6 82 0 7 82 0 8 82 0 9 82 1 0 82 1 1 82 1 2 82 1 3 82 1 4 82 1 5 82 1 6 82 1 7 82 2 0 82 2 1 82 2 2 82 2 3 82 2 4 82 2 5 82 2 6 82 2 7 82 2 8 82 2 9 82 3 0 82 3 1 82 3 2 82 3 3 82 3 4 82 3 5 82 3 6 82 3 7 82 3 8 82 3 9 82 4 0 82 4 1 82 4 2 82 4 3 82 4 4 82 4 5 82 4 6 82 4 7 82 4 8 82 4 9 82 5 0 82 5 1 82 5 2 82 5 3 82 5 4 82 5 5 82 5 6 82 5 7 82 5 8 82 5 9 82 6 0 82 6 1 82 6 2 82 6 3 82 6 4 82 6 5 82 6 6 82 6 7 82 7 4 82 7 5 82 7 6 82 7 7 82 7 8 82 7 9 82 8 0 82 8 1 82 8 2 82 8 3 82 8 4 82 8 5 82 8 6 82 8 7 82 8 8 82 8 9 82 9 0 82 9 1 82 9 4 82 9 5 43 5 44 1 44 2 9 7 0 97 5 98 0 98 5 98 5 96 9 97 1 97 2 97 3 974 9 7 6 97 7 97 8 97 9 98 1 98 2 98 3 98 4 984 98 4 98 4 986 986 98 6 9 8 7 98 7 988 98 8 LOC L O C L O C LO C L O C L O C L O C L O C LO C LO C LOC L O C LO C L O C L O C LOC L O C L O C LO C L O C LOC LO C LOC LO C L O C L O C LOC LOC LOC LO C LOC LOC ME N ' S 10- 1 0 1 WO M E N ' S 10- 1 0 2 CH A S E 10- 1 0 3 M E C H A N I C A L 10 - 1 0 4 E L G H B C D I J K A A A A A F G D F F C C K J J J J J G E G G 988 96 8 96 8 97 5 97 4 97 3 97 2 98 2 982 98 4 983 98 5 987 986 986 987 989 988 990 986 984 985 983 982 988 989 984 985 986 987 985 986 98 1 98 0 98 3 98 3 98 4 98 3 98 3 983 98 2 982 98 4 983 98 5 987 986 986 987 989 988 990 986 984 985 983 982 988 989 984 985 986 987 985 986 98 1 98 0 98 3 98 3 98 4 98 3 98 3 983 96 5 9 6 6 9 6 7 9 6 8 9 6 9 9 7 0 96 4 96 3 9 6 2 96 1 9 6 0 9 6 5 9 6 6 96 7 96 9 9 7 0 96 4 966 965 964 963 962 961 960 0" -6 " -1 2 " -1 8 " -1 2 " -6 " 0" 97 0 9 7 0 970 966 9 6 7 96 6 9 6 5 965 966 967 963 962 961 9 6 0 9 5 9 95 8 964 9 6 3 96 7 96 6 96 6 967 968 965 96 4 96 3 9 6 2 9 6 7 96 8 969 970 969 9 7 0 9 6 9 968 9 6 8 969 968 9 6 7 96 7 9 6 7 96 7 967 96 7 96 7 96 7 9 6 7 9 6 7 9 6 7 9 6 6 96 6 966 9 6 5 965 965 96 5 964 96 4 964 964 963 96 3 963 962 96 3 9 6 2 962 967 96 7 96 7 966 966 967 965 965 96 8 96 5 96 1960 969 971 972 985 9 6 5 9 7 0 9 7 5 9 7 5 97 5 980 985 985 985 98 5 98 5 9 8 5 985 9 7 1 97 3 97 4 97 7 97 8 97 9 98 1 98 2 98 3 98 4 986 97 6 97 2 97 0 9 7 2 9 7 3 971 9 7 2 97 4 97 4 97 6 97 6 97 6 97 6 97 6 97 6 97 7 97 7 97 8 97 5 98 0 98 5 97 5 97 5 982 984 9 8 4 983 A1 B1 EG A P P R O X . 9 8 9 . 5 0 FF= 9 8 6 . 7 5 DIF ( - 2 . 7 5 F T . ) SLA B 2 . 5 F T . SU B G R A D E 9 8 4 . 2 5 (EX C A V A T I O N 5 . 2 5 ' DE P T H X 2 0 7 8 S F = 10, 9 0 0 C F / 4 0 3 C Y SPR E A D F O O T I N G S 4.5 ' X 4 . 5 ' X 3 . 5 = 7 1 CF / 2 . 6 C Y X 6 CO L U M N S = 1 6 C Y DRAWN: ISSUED: DATE: NORTH 0'50' REVIEWED: BB BB 09.12.17 BB CP N O . 0 3 - E x h i b i t A - E a r t h w o r k PR O J E C T : G a r e y P a r k P h a s e 1 I m p r o v e m e n t s OW N E R : Ci t y o f G e o r g e t o w n , T e x a s HALFF R 9500 AMBERGLEN BLVD. BLDG F, SUITE 125 AUSTIN, TEXAS 78729 TEL (512) 777-4600 FAX (512) 252-8141 Page 31 of 46 12 FT . 3 0 F T . \\\ \\\ S SS S W S W WW W S SS S S S W S S S W W W W W W W S S S S S W S WW W WWW UT I L I T Y S C A R UT I L I T Y S C A R UT I L I T Y S C A R VA U L T VA U L T GR A V E L D R I V E WO O D DO C K AC AC E PO S T T TR A N S . O N CO N C . TR A N S . EL E C . PA N E L TR A N S . WA T E R VA U L T WA T E R VA U L T WA T E R VA U L T S PV C 8 " CO N D U I T PV C 6 " 8" P I P E 8" P V C PL A N T E R 65TP T 8 0 D 86 9 . 6 0 66TP T 8 0 D 84 9 . 7 0 67TP T 8 0 D 84 5 . 0 3 68TP T 8 0 D 84 8 . 6 2 69TP T X I N S T O N E 84 9 . 6 4 73TP T M A G 84 1 . 6 5 93TP T 8 0 D 84 5 . 9 4 95TP T 8 0 D 84 1 . 6 0 96TP T X I N S T O N E F L Y 85 1 . 6 7 97TP T 8 0 D 84 9 . 5 1 98TP T 8 0 D 85 6 . 3 9 28TP T 8 0 D 85 4 . 7 6 29TP T 8 0 D 86 6 . 9 6 84TP T 8 0 D R T K 83 0 . 8 4 92TP T 8 0 D 83 6 . 2 0 94TP T 6 0 D 84 4 . 6 7 80 7 BM G S Q C U T O N C O N C 84 1 . 3 8 80 8 BM H S Q C U T O N C O N C 84 6 . 8 1 CO CO CO CO CO CO LI D PO N D PO N D PO N D BE N C H M A R K " G " : SQ U A R E C U T O N C O N C . PA D EL E V . = 8 4 1 . 3 8 ' BE N C H M A R K " H " : SQ U A R E C U T O N C O N C . P A D EL E V . = 8 4 6 . 8 1 ' 13 5 13 6 13 7 13 8 13 9 14 0 14 1 14 7 14 8 83 7 2 83 7 3 83 7 4 83 7 8 83 7 9 83 8 0 83 8 1 83 8 2 83 8 3 83 8 4 83 8 5 83 8 6 84 0 2 84 0 3 84 0 4 84 0 5 84 0 6 84 0 7 84 0 8 84 0 9 84 1 0 84 1 1 84 1 2 84 1 3 84 1 4 84 1 5 84 1 6 84 1 7 84 1 8 84 1 9 84 2 0 84 2 1 84 2 2 84 2 3 84 2 4 84 2 5 84 2 6 86 5 0 86 5 1 86 5 2 86 5 3 86 5 4 86 5 5 86 5 6 86 5 7 86 5 8 86 5 9 86 6 0 86 6 1 86 6 2 86 6 3 86 6 4 86 6 5 86 6 8 86 6 9 86 7 0 86 7 1 86 7 2 86 7 3 86 7 4 86 7 5 86 7 6 86 8 5 86 8 6 86 8 8 86 8 9 86 9 0 86 9 1 86 9 2 86 9 3 86 9 4 86 9 5 86 9 6 86 9 7 86 9 8 86 9 9 87 0 1 87 0 2 87 0 3 87 0 4 87 0 5 87 0 6 87 0 7 87 0 8 87 0 9 87 1 0 87 1 1 87 1 2 87 1 3 88 0 1 88 0 2 88 0 3 88 0 4 88 0 5 88 0 6 88 0 7 88 0 8 88 0 9 88 1 0 88 1 1 88 9 5 88 9 6 88 9 7 88 9 8 88 9 9 21 3 4 0 21 3 4 1 25 2 7 3 25 2 7 4 47 4 47 7 47 8 47 948 0 48 1 48 2 830 835 840 835 840 845 8 6 0 865 LOC LO C LO C LO C LO C LOC LOC L O C L O C LOC L O C L O C LO C LO C LO C LOC LOC LOC LOC LO C L O C LOC L O C LO C L O C L O C LOC LOC LOC LOC LO C LOC LOC LOC LOC LOC LOC L O C LOC LOC LOC LO C L O C LOC LOCLOCLOC LOC LOC LOC LOCLOC LOCLOC LOC LO C LOCLO C LO CLOC LOC L O C 850 85 1 8 5 0 8 5 1 850 850 85 0 850 850 85 1 8 4 8 8 5 0 8 5 1 850 850 85 0 850 8 4 9 849 850 84 9 85 0 85 1 8 4 9 848 84 8 849 850 850 847 8 5 0 8 5 1 851 850 850 85 1 850 84 9 850 849 852852 85 2 852 853 85 1 85 1 85 1 NOTE:RE-VEGE T A T E D I S R U P T E D Z O N E S I N THE NOR T H L A W N W I T H B E R M U D A G R A S S . 8 4 0 845 84 5 845 84 5 845 850 850 85 5 855 855 86 0 860 860 860 8 6 5 870 875 870 8 7 0 825 83 0 83 0 830 83 0 830 84284 4 84 6 84 7 84 8 84 9 851 85 2 85 3 85 3 85 4 85 6 85 6 857 831 832 83 3 834 83 4 83 4 836 83 6 837 837 838 838 8 3 8 839839 839 841 84 1 842 84 2 843 84 3 8 4 4 844 84 5 85 0 85 5 835 840 845 845 84 2 84 0 839 838 837 836 83 5 83 4 83 3 83 2 83 1 8 3 1 D1 D3 D3 D3 DRAWN: ISSUED: DATE: NORTH 0'50' REVIEWED: BB BB 09.12.17 BB CP N O . 0 3 - E x h i b i t B - E a r t h w o r k PR O J E C T : G a r e y P a r k P h a s e 1 I m p r o v e m e n t s OW N E R : Ci t y o f G e o r g e t o w n , T e x a s HALFF R 9500 AMBERGLEN BLVD. BLDG F, SUITE 125 AUSTIN, TEXAS 78729 TEL (512) 777-4600 FAX (512) 252-8141 Page 32 of 46 70TP T 8 0 D R T K 82 1 . 2 4 71TP T 8 0 D R T K 81 5 . 8 5 OU OU OU OU OU OU ECN D TR A N S . EL E C . PA N E L VA U L T 800 800 805 80 5 81 0 8 1 0 81 5 8 1 5 82 0 825 801 801 802 802 803 803 804 804 80 6 80 6 80 7 8 0 7 80 7 80 7 8 0 8 8 0 8 80 8 8 0 8 80 8 8 0 8 8 0 9 8 0 9 81 1 8 1 1 81 2 8 1 2 8 1 3 8 1 3 8 1 4 8 1 4 81 6 8 1 6 81 7 817 8 1 8 81 8 81 9 821 822 823 8 2 4 LOC L O C LOC L O C LOC LOC LOC LO C LO C LOC LOC LOC L O C LOC LOC L O C LO C LOC L O C L O C LOC L O C L O C LO C LO C LO C LO C L O C L O C L O C L O C L O C LO C L O C L O C L O C LOC L O C L O C LOC LOC L O C LO C LO C LO C LO C LOC L O C LO C L O C LOC LOC LOC L O C LOCLOC Sp o i l s Di s p o s a l DRAWN: ISSUED: DATE: NORTH 0'50' REVIEWED: BB BB 09.12.17 BB CP N O . 0 3 - E x h i b i t C - S p o i l s S i t e PR O J E C T : G a r e y P a r k P h a s e 1 I m p r o v e m e n t s OW N E R : Ci t y o f G e o r g e t o w n , T e x a s HALFF R 9500 AMBERGLEN BLVD. BLDG F, SUITE 125 AUSTIN, TEXAS 78729 TEL (512) 777-4600 FAX (512) 252-8141 Page 33 of 46 1030 1030 1035 MB 3 + 0 0 4 + 0 0 5 + 0 0 6 + 0 0 1+00 2+00 3+00 4+00 5+00 N o . D a t e D e s c r ip t io n R e v is io n D E P A R T M E N T P A R K S & R E C R E A T I O N C I T Y O F G E O R G E T O W N G E O R G E T O W N , T E X A S 6 4 5 0 L E A N D E R R D . / F . M . 2 2 4 3 G A R E Y P A R K 31001Project No.: Sheet Key Checked By: MB 8/25/2017Issued: F A X ( 5 1 2 ) 8 6 9 - 0 0 8 9 T E L ( 5 1 2 ) 9 4 2 - 6 2 3 2 S U IT E 1 2 5 A U S T I N , T E X A S 7 8 7 2 9 9 5 0 0 A M B E R G L E N B L V D . B L D . F T B P E # F - 3 1 2 P H A S E I I M P R O V E M E N T S EDGE OF PAVEMENT EDGE OF SHOULDER EXISTING TREE LEGEND DITCH CENTERLINE MAJOR CONTOUR LINES MINOR CONTOUR LINES EXISTING FEATURES Drawn By: KB S=2% S=VARIES (1%-2%) S=1.74% S=3.5% C7.29 35'R OF SHOULDER EXISTING EDGE PGL EOA TL TRANSITION BEGIN SUPERELEVATION STA 4+44.00 EOA TL ELEV=1035.12(+/-) MATCH EXISTING 0.00' OFFSET STA 5+09.37 EOA TL ELEV=1035.15(+/-) MATCH EXISTING 0.00' OFFSET STA 5+42.28 EOA TL PGL TR-A ELEV=1034.54 38.5' RT STA 4+17.49 TR-A ELEV=1034.92 11.00' RT STA 5+09.37 EOA TL ELEV=1034.82 17.30' RT STA 5+29.78 EOA TL SEE SHEET C7.03 FOR TR-A ELEV=1033.92 38.5' RT = STA 4+35.00 TR-A 34.66' RT STA 5+42.28 EOA TL DECELERATION LANE END WEST BOUND ELEV=1034.34 3.50' RT STA 4+12.60 TR-A ELEV=1033.95 21.5' RT STA 4+35.00 TR-A RM 2243 20 30 40100 SCALE: 1"=20' N SHEETS FOR ELEV SEE CROSS SECTION DITCH FLOW LINE 1' R D L H S 11' 4: 1 ( TY P) WEST BOUND DECELERATION LANE N.T.S. RM2243 CL PAVED SHOULDER SUBGRADE BEYOND EXTEND FLEX BASE AND STA 4+44-END; S=2.00%- -3.5%STA 2+50-4+44; S=2.0%STA 1+00-2+50; S=1.0%-2.0%S=VARIES 3.5" HMAC TYPE "D"A B 10" TYPE "A" GRADE 1 FLEX BASE C SUBGRADE (DENSITY CONTROLLED) 6" COMPACTED NATIVE SOIL OR SELECT FILL A C B (TYP)(TYP) PGL EOP MATCH EXIST EXISTING FENCE LINE END TAPER STA 2+00 BEGIN TAPER STA 1+00 TURN RIGHT RIGHT LANE MUST R3-7RTURN RIGHT RIGHT LANE MUST R3-7R 1 2 3 4 1 2 3 REFL PAV MRK TYI (W) (WORD) (100MIL) REFL PAV MRK TYI (W) (ARROW) (100MIL) RE PM W/RET REQ TY I (W)4" (SLD) (100MIL) REFL PAV MRK TY I (W)8" (SLD) (100MIL)4 DECELERATION LANE WEST BOUND GRADING PLAN PAVING, STRIPING & 12'12' 1' GROUND EXISTING R3-7R R3-7R 2 EA 2 EA 400' 310' Page 34 of 46 N o . D a t e D e s c r ip t io n R e v is io n D E P A R T M E N T P A R K S & R E C R E A T I O N C I T Y O F G E O R G E T O W N G E O R G E T O W N , T E X A S 6 4 5 0 L E A N D E R R D . / F . M . 2 2 4 3 G A R E Y P A R K 31001Project No.: Sheet Key Checked By: MB 8/25/2017Issued: F A X ( 5 1 2 ) 8 6 9 - 0 0 8 9 T E L ( 5 1 2 ) 9 4 2 - 6 2 3 2 S U I T E 1 2 5 A U S T IN , T E X A S 7 8 7 2 9 9 5 0 0 A M B E R G L E N B L V D . B L D . F T B P E # F - 3 1 2 P H A S E I I M P R O V E M E N T S Drawn By: KB E L = 1 0 3 1 . 3 7 - 0 . 0 0 ' T R E E 1 0 3 3 5 F E N C E 1.06 % E L = 1 0 3 1 . 5 3 0 . 0 0 ' E L = 1 0 3 1 . 5 8 4 . 3 0 ' E L = 1 0 3 0 . 2 4 9 . 7 2 ' 4: 1 E L E V = 1 0 2 9 . 7 8 1 4 . 5 4 ' 1.22 % E L = 1 0 3 1 . 6 4 - 0 . 0 0 ' E L = 1 0 3 1 . 7 4 7 . 6 3 ' F E N C E E L = 1 0 2 9 . 9 2 1 6 . 7 2 ' 5: 1 T R E E 1 0 3 3 3 T R E E 1 0 3 3 2 1.50 % E L = 1 0 3 1 . 7 8 0 . 0 0 ' E L = 1 0 3 1 . 9 4 1 0 . 8 8 ' E L = 1 0 3 0 . 1 8 1 7 . 9 7 ' F E N C E 4: 1 F E N C E 1.78 % E L = 1 0 3 1 . 9 5 0 . 0 0 ' E L = 1 0 3 2 . 1 9 1 3 . 9 9 ' 4: 1 E L = 1 0 3 0 . 2 8 2 1 . 7 0 ' 3:1 F E N C E E L = 1 0 3 2 . 1 6 0 . 0 0 ' E L = 1 0 3 2 . 4 3 1 4 . 0 0 ' E L = 1 0 3 0 . 3 7 2 2 . 2 4 '1.94 % 4: 1 1030 1028 1032 1034 0 5 10 15 20 25 3051015202530 STA 1+00 STA 1+25 STA 1+50 STA 1+75 STA 2+00 STA 2+25 1028 1030 1032 1034 1036 1036 1034 1032 1030 1028 1028 1030 1032 1034 1036 30 25 20 15 10 5 0 5 10 15 20 25 30 30 25 20 15 10 5 0 5 10 15 20 25 3030252015105051015202530 1028 1030 1032 1034 1036 1036 1034 1032 1030 1028 EXISTING ROADWAY EXISTING ROADWAY EXISTING ROADWAY EXISTING ROADWAY EXISTING ROADWAY EXISTING ROADWAY C7.30 1036 PGL PGL PGL PGL PGL PGL BEGIN TAPER V: 1"=2.5' H: 1"=5' STA 1+00 TO STA 2+25 DECELERATION LANE WEST BOUND CROSS SECTIONS Page 35 of 46 N o . D a t e D e s c r ip t io n R e v is io n D E P A R T M E N T P A R K S & R E C R E A T I O N C I T Y O F G E O R G E T O W N G E O R G E T O W N , T E X A S 6 4 5 0 L E A N D E R R D . / F . M . 2 2 4 3 G A R E Y P A R K 31001Project No.: Sheet Key Checked By: MB 8/25/2017Issued: F A X ( 5 1 2 ) 8 6 9 - 0 0 8 9 T E L ( 5 1 2 ) 9 4 2 - 6 2 3 2 S U I T E 1 2 5 A U S T IN , T E X A S 7 8 7 2 9 9 5 0 0 A M B E R G L E N B L V D . B L D . F T B P E # F - 3 1 2 P H A S E I I M P R O V E M E N T S Drawn By: KB T R E E 1 0 3 3 1 T R E E 1 0 3 3 0 T R E E 1 0 3 2 9 F E N C E E L = 1 0 3 2 . 5 0 0 . 0 0 ' E L = 1 0 3 2 . 7 8 1 4 . 0 0 ' E L = 1 0 3 1 . 0 1 2 1 . 0 7 '2.00 % 4: 1 F E N C E E L = 1 0 3 2 . 8 4 0 . 0 0 ' E L = 1 0 3 3 . 1 2 1 4 . 0 0 ' E L = 1 0 3 1 . 6 4 1 9 . 9 2 ' 2.00 % 4: 1 F E N C E E L = 1 0 3 2 . 9 9 0 . 0 0 ' E L = 1 0 3 3 . 2 7 1 3 . 9 9 ' 2.00 % 4: 1 E L = 1 0 3 2 . 2 1 1 8 . 2 5 ' 3:1 T R E E 1 0 3 2 6 F E N C E E L = 1 0 3 3 . 4 9 - 0 . 0 0 ' E L = 1 0 3 3 . 7 7 1 4 . 0 0 ' E L = 1 0 3 2 . 7 7 1 7 . 9 8 ' 2.00 % 4: 1 F E N C E E L = 1 0 3 3 . 6 2 - 0 . 0 0 ' E L = 1 0 3 3 . 9 0 1 4 . 0 0 ' 2.00 % 4: 1 E L = 1 0 3 2 . 8 6 1 8 . 1 7 ' F E N C E E L = 1 0 3 3 . 7 1 - 0 . 0 0 ' E L = 1 0 3 3 . 9 9 1 4 . 0 0 ' E L = 1 0 3 2 . 9 5 1 8 . 1 6 ' 2.00 % 4: 1 1030 0 5 10 15 20 25 3051015202530 STA 2+50 STA 2+75 STA 3+00 STA 3+25 STA 3+50 STA 3+75 1030 1032 1034 1036 1038 30 25 20 15 10 5 0 5 10 15 20 25 30 30 25 20 15 10 5 0 5 10 15 20 25 3030252015105051015202530 1030 1032 1034 1036 1038 1039 1037 1035 1033 1031 1032 1034 1036 1038 1038 1036 1034 1032 1030 1030 1032 1034 1036 1038 PGL PGL PGL PGL PGL PGL C7.31 V: 1"=2.5' H: 1"=5' STA 2+50 TO STA 3+75 DECELERATION LANE WEST BOUND CROSS SECTIONS Page 36 of 46 N o . D a t e D e s c r ip t io n R e v is io n D E P A R T M E N T P A R K S & R E C R E A T I O N C I T Y O F G E O R G E T O W N G E O R G E T O W N , T E X A S 6 4 5 0 L E A N D E R R D . / F . M . 2 2 4 3 G A R E Y P A R K 31001Project No.: Sheet Key Checked By: MB 8/25/2017Issued: F A X ( 5 1 2 ) 8 6 9 - 0 0 8 9 T E L ( 5 1 2 ) 9 4 2 - 6 2 3 2 S U I T E 1 2 5 A U S T IN , T E X A S 7 8 7 2 9 9 5 0 0 A M B E R G L E N B L V D . B L D . F T B P E # F - 3 1 2 P H A S E I I M P R O V E M E N T S Drawn By: KB T R E E 1 0 3 2 5 T R E E 1 0 3 2 3 T R E E 1 0 3 2 2 F E N C E E L = 1 0 3 4 . 0 8 0 . 0 0 ' E L = 1 0 3 4 . 3 6 1 4 . 0 0 ' E L = 1 0 3 3 . 2 2 1 8 . 5 8 ' 2.00 % 4: 1 T R E E 1 0 3 2 1 F E N C E E L = 1 0 3 4 . 5 8 0 . 0 0 ' E L = 1 0 3 4 . 8 6 1 4 . 0 0 ' E L = 1 0 3 3 . 5 7 1 9 . 1 8 ' 2.00 % 4: 1 T R E E 1 0 3 2 0 F E N C E E L = 1 0 3 4 . 8 7 - 0 . 0 0 ' 4: 1 E L = 1 0 3 5 . 1 5 1 4 . 0 0 ' E L = 1 0 3 4 . 0 1 1 8 . 5 3 ' 1.96 % F E N C E E L = 1 0 3 4 . 9 4 0 . 0 0 ' 4: 1 0.90 % E L = 1 0 3 5 . 0 7 1 4 . 0 0 ' E L = 1 0 3 4 . 4 0 1 6 . 6 5 ' F E N C E E L = 1 0 3 5 . 0 4 0 . 0 0 ' 1.47 % E L = 1 0 3 4 . 8 4 1 4 . 0 0 ' E L = 1 0 3 5 . 2 5 0 . 0 0 ' 2.19 %E L = 1 0 3 4 . 8 4 1 7 . 7 0 ' 1031 0 5 10 15 20 25 3051015202530 STA 4+00 STA 4+25 STA 4+50 STA 4+75 STA 5+00 STA 5+25 1032 1034 1036 1038 1040 30 25 20 15 10 5 0 5 10 15 20 25 30 30 25 20 15 10 5 0 5 10 15 20 25 3030252015105051015202530 1032 1034 1036 1038 1040 1041 1039 1037 1035 1033 1033 1035 1037 1039 1040 1038 1036 1034 1032 1032 1034 1036 1038 1040 PGL PGL PGL PGL PGL PGL C7.32 V: 1"=2.5' H: 1"=5' STA 4+00 TO STA 5+25 DECELERATION LANE WEST BOUND CROSS SECTIONS Page 37 of 46 N o . D a t e D e s c r ip t io n R e v is io n D E P A R T M E N T P A R K S & R E C R E A T I O N C I T Y O F G E O R G E T O W N G E O R G E T O W N , T E X A S 6 4 5 0 L E A N D E R R D . / F . M . 2 2 4 3 G A R E Y P A R K 31001Project No.: Sheet Key Checked By: MB 8/25/2017Issued: F A X ( 5 1 2 ) 8 6 9 - 0 0 8 9 T E L ( 5 1 2 ) 9 4 2 - 6 2 3 2 S U IT E 1 2 5 A U S T I N , T E X A S 7 8 7 2 9 9 5 0 0 A M B E R G L E N B L V D . B L D . F T B P E # F - 3 1 2 P H A S E I I M P R O V E M E N T S Drawn By: KB 1+00 2+00 3+00 4+00 5+00 FGP FGP FGP 1030 1030 1035 C7.33 RM 2243 LIMITS OF CONSTRUCTION LEGEND SILT FENCE DETAILS) (PER STANDARD TREE PROTECTION CONSTRUCTION LIMITS OF LOC EXISTING PROPERTY LINES TOPSOIL & SEEDING EXISTING TREE EXISTING CONTOUR FLOW DIRECTION ARROW 850 20 30 40100 SCALE: 1"=20' N DECELERATION LANE WEST BOUND EROSION CONTROL TOPSOIL & SEEDING 11 LF ROCK BERM WITHIN 72 HOURS OF PAVING. BEGIN TO RE-ESTABLISH VEGETATION 1. CONTRACTOR SHALL SEED AND NOTES: 457 LF SILT FENCE LANE PROPOSED DECELERATION Page 38 of 46 1030 1030 10301030 1035 S IGN MB 2 + 0 0 3 + 0 0 4 + 0 0 5 + 0 0 1+00 2+00 3+00 4+00 5+00 N o . D a t e D e s c r ip t io n R e v is io n D E P A R T M E N T P A R K S & R E C R E A T I O N C I T Y O F G E O R G E T O W N G E O R G E T O W N , T E X A S 6 4 5 0 L E A N D E R R D . / F . M . 2 2 4 3 G A R E Y P A R K 31001Project No.: Sheet Key Checked By: MB 8/25/2017Issued: F A X ( 5 1 2 ) 8 6 9 - 0 0 8 9 T E L ( 5 1 2 ) 9 4 2 - 6 2 3 2 S U I T E 1 2 5 A U S T IN , T E X A S 7 8 7 2 9 9 5 0 0 A M B E R G L E N B L V D . B L D . F T B P E # F - 3 1 2 P H A S E I I M P R O V E M E N T S Drawn By: KB 2' R D L H S 11' RM2243 CL 1' N.T.S PROPOSED TCP WEST BOUND DECELERATION LANE 10' 12' MIN. 12' PANEL VERTICAL RM 2243 TR-A PGL (TYP)(TYP) C7.34 604530150 SCALE: 1"=30' N DECELERATION LANE WEST BOUND TRAFFIC CONTROL PLAN PROPOSED CONSTRUCTION EXISTING GROUND SPACE ON SHOULDER. PER STD DETAIL 2-1B FOR WORK 1. CONTRACTOR TO PROVIDE TCP NOTES: CW20-1D AHEAD WORK G20-2 ROAD WORK END ROAD G20-2 ROAD WORK END CW20-1D AHEAD WORK ROAD PROPOSED CONSTRUCTION VERTICAL PANELS @ 110' 1500'184'295' MIN. TYPE 3 BARRICADE 100'~100'1500' 30' (TYP) ON TAPER 55' SPACING 500' OFF DROP SHOULDER CW8-9aT SEE SHEET C7.03 END RIGHT TURN LANE Page 39 of 46 2-94 8-95 1-97 4-98 TCP(2-1)-12 W o r k S p a c e GENERAL NOTES S h o u l d e r S h o u l d e r S h o u l d e r TCP (2-1b)TCP (2-1c) WORK SPACE ON SHOULDER WORK VEHICLES ON SHOULDER See note 1) 48" X 48" (Flags- CW20-1D CW20-1D 48" X 48" See note 1) (Flags- (See note 2) G20-2 48" X 24" S h o u l d e r S h o u l d e r See note 1) 48" X 48" (Flags- CW20-1D 48" X 24" (See note 2) G20-2 See note 1) 48" X 48" (Flags- CW20-1D (See note 2) G20-2 48" X 24" 48" X 24" (See note 2) G20-2 R i g h t - o f - w a y L i n e A p p r o x . 1 0 0 ' S h o u l d e r S h o u l d e r M i n . 3 0 ' W o r k S p a c e 1 0 0 ' M i n . 3 0 ' 1 / 3 L B 1 / 3 L B W o r k S p a c e M i n . 3 0 ' Min. 10' 1 0 0 ' S h o u l d e r S h o u l d e r S h o u ld e r S h o u l d e r S h o u l d e r A p p r o x . 1 0 0 ' See note 1) 48" X 48" (Flags- CW20-1D M i n . 3 0 ' M i n . 3 0 ' M i n . 3 0 ' Min. 10' s i o n o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u lt s o r d a m a g e s r e s u lt i n g f r o m i t s u s e . k i n d i s m a d e b y T x D O T f o r a n y p u r p o s e w h a t s o e v e r . T x D O T a s s u m e s n o r e s p o n s i b i li t y f o r t h e c o n v e r - D IS C L A IM E R : T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e " T e x a s E n g i n e e r i n g P r a c t i c e A c t " . N o w a r r a n t y o f a n y F IL E : D A T E : Traffic Operations Division December 1985 DN:CK:DW:CK:C TxDOT JOB COUNTY CONT SECT DIST REVISIONS HIGHWAY SHEET NO. 161 TXDOT TXDOT TXDOT TXDOT Type 3 Barricade Heavy Work Vehicle Channelizing Devices Flag LEGEND Flagger Sign Message Sign (PCMS) Portable Changeable Flashing Arrow Board Trailer Mounted M Traffic Flow Attenuator (TMA) Truck Mounted L=Length of Taper(FT) W=Width of Offset(FT) S=Posted Speed(MPH) Taper lengths have been rounded off. Conventional Roads Only* ** 2 * ** 75 750' 720' 825'900'75'900'540' 90' 120' 155' 195' 240' 295' 350' 410' 475' 60' 70' 80' 90' 100' 110' 120' 130' 140' 150' 120' 160' 240' 320' 400' 500' 700' 600' 800' 30' 35' 40' 45' 50' 55' 60' 65' 70' 150' 205' 265' 450' 500' 550' 600' 165' 225' 295' 495' 550' 605' 660' 180' 320' 600' 660' 650'715'780' 245' 540' 700'770'840' 30 35 40 45 50 55 60 65 70 60 WS L= Posted Speed "B" Buffer Space Longitudinal Suggested Tangent On a Taper On a12' OffsetOffset 11' Offset 10' Taper Lengths Desirable Minimum Devices Channelizing Spacing of Suggested Maximum Formula L=WS Spacing Sign Minimum Distance "X" x f o r 5 0 m p h o r l e s s 3 x f o r o v e r 5 0 m p h o r l e s s x f o r 5 0 m p h 5 0 m p h 3 x f o r o v e r 5 0 m p h 3 x f o r o v e r o r l e s s x f o r 5 0 m p h (See notes 4 & 5) (See notes 4 & 5) CW20-1D 48" X 48" See note 1) (Flags- nearest traveled way. of 30' from the work area is a minimum may be omitted if the Channelizing devices at all times. channelizing devices lanes of traffic by areas separated from etc., shall remain in moveable cranes, such as trucks, work operation, necessary for the or other equipment Work vehicles TCP (2-1a) WORK SPACE NEAR SHOULDER TERM STATIONARY INTERMEDIATE STATIONARY LONG TERM STATIONARY SHORT TERM TYPICAL USAGE MOBILE DURATION SHORT Conventional Roads Conventional Roads Conventional Roads o r l e s s x f o r 5 0 m p h o r l e s s x f o r 5 0 m p h o r l e s s x f o r 5 0 m p h 5 0 m p h 3 x f o r o v e r 5 0 m p h 3 x f o r o v e r 5 0 m p h 3 x f o r o v e r (See Note 7) work vehicle Inactive SHOULDER WORK CONVENTIONAL ROAD TRAFFIC CONTROL PLAN (See notes 4 & 5) Barricades, Signs and Traffic Handling. in the project GENERAL NOTES for Item 502, project requirements for shadow vehicles can be found For construction or maintenance contract work, specific "ROAD WORK AHEAD" signs for shoulder work on conventional roadways. 8. CW21-5 "SHOULDER WORK" signs may be used in place of CW21-1D right-of-way line and not parked on the paved shoulder. 7. Inactive work vehicles or other equipment should be parked near the freeways. 6. See TCP(5-1) for shoulder work on divided highways, expressways and surface, next to those shown in order to protect a wider work space. 5. Additional Shadow Vehicles with TMAs may be positioned off the paved substituted for the Shadow Vehicle and TMA. place, Type 3 Barricades or other channelizing devices may be but road or work conditions require the traffic control to remain in performance or quality of the work. If workers are no longer present the area of crew exposure without adversely affecting the used anytime it can be positioned 30 to 100 feet in advance of oscillating or strobe lights. A Shadow Vehicle with a TMA should be 4. Shadow Vehicle with TMA and high intensity rotating, flashing, nearest traveled way. 3. Stockpiled material should be placed a minimum of 30 feet from plans, or for routine maintenance work, when approved by the Engineer. denoted with the triangle symbol may be omitted when stated in the 2. All traffic control devices illustrated are REQUIRED, except those 1. Flags attached to signs where shown, are REQUIRED. 2-12 Transportation Texas Department of C7.35 Page 40 of 46 X Y H V D DS D S D 30 24 5 2 10 20 30 30 24 5 2 10 20 30 30 24 5 2 10 20 30 S 1 0 1 0 1 0 Zone 0 5 10 15 20 10,000 20,000 30,000 40,000 50,000 60,000 70,000 80,000 90,000 T r a f f i c E x p o s u r e , E marking & delineation) Not Indicated (Use signing, Positive Traffic Barrier 25 ft. or Guard Fence) (Use Conc. Traffic Barrier, Recommended Positive Traffic Barrier specific considerations) (Positive Barrier based on site Engineering Judgment FOR VARIOUS EDGE CONDITIONS DEFINITION OF TREATMENT ZONES tion time in years of the dropoff condition. edge dropoff condition; and, T is the dura- feet (generally two adjacent lanes) of the daily traffic volume traveling within 20 Where ADT is that portion of the average of 20 feet from the edge of the travel lane. positive barrier end located within a lateral offset 3 An approved end treatment should be provided for any 1 2 3 5 4 111 3 2 3 2 4 3 2 4 5 5 Lateral Clearance (Y) Treatment Types Guidelines: POSITIVE BARRIER FOR ZONE 5 ( ) FIGURE-1: CONDITIONS INDICATING USE OF E = ADT x T1 2 Edge Condition Notes: ft.ft.ft. in.in.in. even when the edge condition alone may not justify the use of a barrier. mix and volume of traffic may make the use of positive barriers appropriate, such as the presence of heavy machinery, construction workers, or the for the protection of vehicles from pavement drop-offs. Other factors, Figure-1 provides a practical approach to the use of positive barriers after consideration of other applicable factors. the treatment shown above for Zone- 4 may be used barrier. Where positive barrier is not indicated, Check indications (Figure-1) for positive preferable Edge Condition I. provided to change the edge slope to that of the drums, use vertical panels. An edge fill may be Where restricted space precludes the use of CW 8-9a or CW 8-11, signs plus drums. vertical panels. CW 8-9a "Shoulder Drop-Off" or CW 8-11 signs plus CW 8-11 "Uneven Lanes" signs. No treatment. S = (3:1) (or flatter) Edge Condition I Edge Height (D) in Inches versus Lateral Clearance (Y) in Feet S = ((2.99):1) to (1:1) Edge Condition II of traffic. maintenance being used for or Edge of Lanes 4" White Edge Line Z Traffic Barrier Warning Device or S is steeper than (1:1) Edge Condition III on-line manuals. engineering judgement. These guidelines may be updated on the Design Division's a rigid standard or policy; rather, they are guidance to be used in conjunction with guidelines do not apply to short term operations. These guidelines do not constitute operations, tolerances in the variables may be allowed by the engineer. These across the width of the paved surface. Due to the variability in construction travel lanes, between adjacent or opposing travel lanes, or at intermediate points used by traffic. The edge conditions may be present between shoulders and continuous pavement edges or drop-offs exists parallel and adjacent to a lane These guidelines apply to temporary traffic control areas or work zones where 03-01 Date be left in place for extended periods of time. place without appropriate warning treatments, and these conditions should not 4. Milling or overlay operations that result in Edge Condition III should not be in 24 inches, the possibility of rollover is greater for most vehicles. tial when "D" is greater than 5 inches and up to 24 inches. When "D" exceeds Trucks, particularily those with high loads, have more steering control differen- control differential when "D" is greater than 2 inches and up to 5 inches. control at different edge heights. Automobiles might experience more steering to 24 inches different types of vehicles may experience different steering if not properly treated. For example, where "D" is greater than 2 inches and up greater than 2 inches, a more difficult control factor may exist for some vehicles, 3. Edge Condition III: When slopes are greater than (1 to 1) and where "D" is for rollover is greater in most vehicles. when "D" exceeds 6 inches. As "D" exeeds 24 inches, the possibility exceed 5 inches. Under-carriage drag on most automobiles will occur with a slope between (2.99 to 1) and (1to 1) so long as "D" does not 2. Edge Condition II: Most vehicles are able to traverse an edge condition a compacted material capable of supporting vehicles. with a slope rate of (3 to 1) or flatter. The slope must be constructed with 1. Edge Condition I: Most vehicles are able to traverse an edge condition Engineer's Seal an edge slope such as Edge Condition I. a desired 11 to 12 feet or 10 foot minimum (see CW20-8 sign), or 2) provide not be feasible. In such a case, consider either: 1) narrowing the lanes to 5. If the distance "Y" must be less than 3 feet, the use of a positive barrier may 6 feet, may indicate a higher level of treatment. however, with "D" greater than 2 inches and located within a lateral offset of have a lesser need for signing, delineation, and barriers. Right-angled edges, high speed conditions. Urban areas with speeds of 30 mph or less may given by Zone-5 and Figure-1. Traffic barriers are primarily applicable for 4. The conditions for indicating the use of positive or protective barriers are practicality of the treatment options. posted speed in the construction zone, horizontal curvature, and the individually, taking into account other variables, such as: traffic mix, each construction zone drop-off situation should be analyzed 3. In addition to the factors considered in the guidelines, lane to edge of dropoff. Distance "Z" does not have a minimum. Distance "Y" is the lateral clearance from edge of travel job conditions. Two feet minimum for high speed conditions. 2. Distance "X" is to be the maximum practical under The "Edge Height is the depth of the drop-off "D". 1. The "Edge Condition" is the slope (S) of the drop-off (H:V). FACTORS CONSIDERED IN THE GUIDELINES: s i o n o f t h i s s t a n d a r d t o o t h e r f o r m a t s o r f o r i n c o r r e c t r e s u lt s o r d a m a g e s r e s u lt i n g f r o m i t s u s e . k i n d i s m a d e b y T x D O T f o r a n y p u r p o s e w h a t s o e v e r . T x D O T a s s u m e s n o r e s p o n s i b i li t y f o r t h e c o n v e r - D IS C L A IM E R : T h e u s e o f t h i s s t a n d a r d i s g o v e r n e d b y t h e " T e x a s E n g i n e e r i n g P r a c t i c e A c t " . N o w a r r a n t y o f a n y F IL E : D A T E : Traffic Operations Division DN:CK:DW:CK:C TxDOT JOB COUNTY CONT SECT DIST REVISIONS HIGHWAY SHEET NO. TXDOT TXDOT TXDOT TXDOT 08-01 correct typos August 2000 EDGE CONDITIONS TREATMENT FOR VARIOUS Transportation Texas Department of C7.36 Page 41 of 46 City of Georgetown, Texas Parks and Rec Advisory Board October 12, 2017 SUBJECT: Cons id eration and p o s s ib le ac tion to approve minutes fro m the Septemb er 14, 2017 meeting ITEM SUMMARY: FINANCIAL IMPACT: N/A SUBMITTED BY: Jill Kellum, Adminis trative Sup ervisor ATTACHMENTS: Description Type September 14, 2017 minutes Backup Material Page 42 of 46 Minutes of the Meeting of the Parks and Recreation Advisory Board City of Georgetown, Texas September 14, 2017 The Parks and Recreation Advisory Board met Thursday, September 14, 2017 at 6:00 pm at 1101 N. College Street, Georgetown, TX 78626. Regular Session – To begin no earlier than 6:00 pm. Parks and Recreation Board may, at any time, recess the Regular Session to convene an Executive Session at the request of the Jim Hougnon for any purpose authorized by the Open Meetings Act, Texas Government Code Chapter 551.) (This Regular Session may, at any time, be recessed to convene an Executive Session for any purpose authorized by the Open Meetings Act, Texas Government Code 551.) The City of Georgetown is committed to compliance with the Americans with Disabilities Act (ADA). If you require assistance in participating at a public meeting due to a disability, as defined under the ADA, reasonable assistance, adaptations, or accommodations will be provided upon request. Please contact the City Secretary’s Office, at least three (3) days prior to the scheduled meeting date, at (512) 930-3652 or City Hall at 113 East 8th Street for additional information; TTY users route through Relay Texas at 711. Regular Session A Call to Order The meeting was called to order by Jim Hougnon at 6:01 p.m. B Roll Call Jim Hougnon, Michael Simpson, Katherine Kainer, Larry Gambone, Danelle Houck, Wayne Beyer, Scott Macmurdo Staff present: Kimberly Garrett, Eric Nuner, and Jessi Fischetti C Update from the Friends of Georgetown Parks and Recreation Danelle Houck stated on September 18th the Friends of Georgetown Parks and Recreation will have their annual meeting. It will be an opportunity to listen to the parks and rec staff about programs and projects including parks, aquatics, outdoor adventure and programming. Danelle Houck asked anyone on Facebook to share the meeting and it starts at 7:00 p.m. Kimberly Garett interjected that at least 5 staff members will be there to give a brief 5 – 7 minute overview of what they do and what the current programs and projects are. Jim Hougnon requested that Danelle Houck pass on to the Friends group, appreciation from the Parks and Recreation Advisory Board for what they do. Page 43 of 46 D Project Update: Garey Park, San Gabriel Park, Founders Park, Columbarium Eric Nuner stated at Garey Park most of the roads have been paved and there is still some asphalt work to do. He stated most of the pavilions are up and they are working on restroom facilities now. He stated there are a few delays on house related to the fire suppression system and the scope of that has grown and staff will be coming back to board in October to discuss costs associated with that work. Jim Hougnon asked about the budget and Eric Nuner stated that budget is not an issue; it is a process of timing. Kimberly Garrett stated staff will present details on the budget as there were some cost savings and stated there were unforeseen things with the house. Eric Nuner stated that the San Gabriel Park phase 1 renovation is plugging along. The steel for restrooms is up and need to work on roof and then start working on trail in late October to early November. Eric Nuner stated Founder’s Park construction starts next week. It should take a month to 45 days. He also mentioned there will be improvements made to Grace Heritage church, the restrooms and parking improvement project by Grace Heritage and founders. The Watkins building will take up parking lot space but the city is adding 8 parking spaces by Grace Heritage Church. Eric Nuner stated the ADA is complete at the recreation center. Eric Nuner stated Kimberly Garrett presented information to City Council on Tuesday about the columbarium. Staff is moving into construction documents. The fees and policies will take research and Jill Kellum is doing research on this information. Kimberly Garrett stated the consultant had done some cost estimates and with the budget remaining after design there will be about 120 niches; 12”x12”x12” which will hold 2 standard sized urns. The standard sized urns are based on body structure. Eric Nuner stated there is a company in Austin that the consultant and staff have received information on about the niches. Kimberly Garrett stated that in phase 1 it will have the 2 accessible parking spaces and the driveway and the 120 niches. In future phases the area is designed to have potential 700 niches. Staff showed city council the conceptual design and they liked it and want to move forward. Eric Nuner stated that in October or November they will start the bidding and possible construction starting in January. Jim Hougnon asked if the sales of the niches will support the future construction. Kimberly Garett stated that is the plan. As we sell the niches we will replenish the $150,000 from the special revenue account. The plan is to recover that cost and build on that fund. In 2012, from this board the idea was to create a mechanism to offset that cemetery maintenance fee. Currently, our lots sales are covering that but we are running out of lots to sell. Kimberly Garrett stated staff hopes to get approvals from council by the end of the year. Eric Nuner stated the pavilion renovations at Chautauqua, San Jose and Katy Crossing parks were scheduled to be completed in September but with the hurricane the roofing contractor is Page 44 of 46 busy repairing roofs in the areas affected by the hurricane. We will be flexible with the contractor and reschedule the pavilion construction. E Update on the Parkland Dedication process and schedule. Kimberly Garrett stated she received a draft from Frees and Nichols the consultant and then met on 9/14 with Chris Yanez, Assistant Planning Director. Their discussion was on philosophy about fees and process and the document was not discussed. She stated they are trying to create a different philosophy but stated we would have to gradually go into. Our thought process would be we take money and not land and we go and buy our own land and develop where we want. She stated that some communities have adopted that philosophy but she doesn’t know if that is the way we want to go and that we don’t want to make that decision right now and it might be better coming from community input; maybe through master plan process. Kimberly Garrett stated after meeting with Chris Yanez they are back on same page with changing standards and insure we get good parkland and finding the mechanisms for the fees and looking at what the capital improvements are to develop a neighborhood park and justifying where the fees come from. Kimberly Garrett stated it could take 3-4 months to finish changes to the parkland dedication ordinance. Kimberly Garett stated the parks master plan is scheduled to be updated in 2019. The current master plan was adopted in 2009 and she feels this is a good step to take to amend the parkland dedication ordinance and then in 2019 it will give opportunity to make adjustments and we will have the justification to edit it again. A meeting will be set up with the parkland dedication subcommittee. Legislative Regular Agenda F Discussion and possible action on naming new pavilions in San Gabriel Park. Kimberly Garett stated the city has a naming policy for parks, road and facilities. The City has a strict naming policy/resolution for naming things in the city; person has to have given a certain amount of dollars and most of the time had to have passed away; parks are usually named for the street they are on. Kimberly Garett stated we are trying to avoid naming areas A, B, C, etc and other parks only have one pavilion and are named after the park name. For customers that have rented the areas in the past; A, B, C, etc. and want to book their annual event not knowing the park has been renovated, we can provide the updated information so they can choose their pavilion. Kimberly Garett stated the CVB board went through a process and named public parking lots downtown; they named them after wildflowers. Naming the pavilions at Garey Park will also have to be done in the future. There will be 8 pavilions in San Gabriel Park; 3 in phase 1 and 5 in phase 2. There was some discussion about trees, rocks and trail names and using interpretive boards to explain. River life and aquatic life was recommended. Plants were also recommended. The board will pick 2 genres; aquatic life and trees for naming the pavilions and leave it up to the staff to name the pavilions. Motion made by Michael Simpson, second by Danelle Houck that the staff would name the pavilions based on the 2 genres of native trees and local aquatic life. Approved 7 – 0 Page 45 of 46 G Consideration and possible action to approve minutes from the August 10, 2017 meeting Motion made by Katherine Kainer, second by Wayne Beyers to approve minutes from the August 10, 2017 meeting. Approved 7 – 0 Adjournment Adjourn Motion made by Katherine Kainer, second by Jim Hougnon to adjourn the meeting. The meeting adjourned at 7:18 p.m. ____________________________________ James Hougnon, Board Chair _____________________________________ Katherine Kainer, Secretary ______________________________________ Jill Kellum, Board Liaison Page 46 of 46